\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-013-001 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ;

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 .7 26.3 3.5 1.1 0.6 0.5 \-- \-- \-- \-- 2 \--

4010721S 74- 91 B31 29.7 61.4 8.9 22.6 4.3 2.3 1.2 1.0 0.1 \-- \-- \-- 5
\--

4010722S 91-109 2B32 23.6 31.0 45.4 17.1 9.9 15.2 8.1 8.0 4.2 \-- \--
\-- 35 \--

4010723S 109-127 2B33 21.7 31.1 47.2 17.3 10.5 16.0 8.6 8.2 3.9 \-- \--
\-- 37 \--

4010724S 127-142 2C 1 23.1 30.7 46.2 \-- 16.4 10.7 16.0 8.6 8.1 2.8 \--
\-- \-- 35 \--

4010725S 142-157 2C 2 19.5 32.4 48.1 TR 17.4 11.1 16.7 8.5 8.0 3.8 \--
\-- \-- 37 \--

4010726S 157-183 2C 3 18.7 34.2 47.1 1.0 18.7 11.2 15.7 8.0 8.4 3.8 \--
\-- \-- 36 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 2.29 0.198 1.0 0.74 0.45 1.49 1.59 19.2 13.0

18- 28 1.63 0.145 1.1 0.66 0.42 13.2

28- 38 1.17 0.110 1.2 0.65 0.40 13.2

38- 53 0.79 0.081 1.2 0.65 0.42 1.34 1.46 27.0 13.9

53- 74 0.54 0.061 1.1 0.66 0.43 1.34 1.46 26.0 13.6

74- 91 0.33 1.1 0.67 0.44 13.1

91-109 0.10 1.8 0.47 0.40 1.66 1.78 16.3 9.4

109-127 0.08 2.0 0.52 0.46 9.9

127-142 0.08 1.8 0.48 0.42 1.68 1.80 17.1 9.8

142-157 0.04 1.6 0.47 0.46 8.9

157-183 0.03 1.3 0.47 0.45 1.82 1.88 14.8 8.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 31 PCT .1-75MM 7

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-013-001 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1399, SAMPLE
40A10716-10726

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 13.9 4.4 0.1 0.3 18.7 10.2 28.9 21.4 65 87 5.7

18- 28 12.2 4.2 0.1 0.3 16.8 11.2 28.0 20.7 60 81 5.3

28- 38 12.7 5.2 0.1 0.4 18.4 10.0 28.4 21.2 65 87 5.3

38- 53 13.3 5.2 0.1 0.4 19.0 8.6 27.6 21.3 69 89 5.4

53- 74 13.5 5.3 0.1 0.4 19.3 7.7 27.0 21.0 71 92 5.4

74- 91 13.4 5.3 0.1 0.4 19.2 6.2 25.4 19.8 76 97 5.3

91-109 7.8 2.7 0.1 0.2 10.8 3.1 13.9 11.2 78 96 5.6

109-127 7.9 2.8 0.1 0.2 11.0 2.6 13.6 11.2 81 98 \-- 5.8

127-142 0.1 0.2 0.3 0.3 11.2 100 3 TR 6.8

142-157 0.1 0.2 9.2 100 3 9 7.9

157-183 0.1 0.2 8.7 100 3 12 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-013-001 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ;

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1399, SAMPLES 40A10716-10726 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010716S 0- 7 AP 100 100 100 100 100 100 100 100 99 96 62 42 29 100 99
98 97 95 \-- 0.001 \-- 54.5 0.5

4010717S 7- 11 A12 100 100 100 100 100 100 100 100 99 97 63 44 31 100 99
99 98 96 \-- 0.001 \-- 40.0 0.5

4010718S 11- 15 A3 100 100 100 100 100 100 100 100 99 97 62 45 33 100
100 99 98 96 \-- 0.001 \-- 33.8 0.5

4010719S 15- 21 B1 100 100 100 100 100 100 100 100 100 97 60 44 33 100
100 99 98 96 \-- 0.001 \-- 33.1 0.5

4010720S 21- 29 B2 100 100 100 100 100 100 100 100 99 96 58 42 32 100
100 99 98 94 \-- 0.001 \-- 37.8 0.5

4010721S 29- 36 B31 100 100 100 100 100 100 100 100 99 94 52 39 30 100
99 98 95 91 \-- TR \-- 48.3 0.5

4010722S 36- 43 2B32 100 100 100 100 100 100 100 100 86 60 41 30 24 96
88 80 64 55 0.07 0.011 \-- \>100 0.1

4010723S 43- 50 2B33 100 100 100 100 100 100 100 100 86 59 39 29 22 96
88 79 63 53 0.08 0.014 \-- \>100 0.1

4010724S 50- 56 2C 1 100 100 100 100 100 100 100 100 87 60 39 30 23 97
89 80 64 54 0.07 0.012 \-- \>100 0.1

4010725S 56- 62 2C 2 100 100 100 100 100 100 100 100 86 58 37 26 20 96
88 80 63 52 0.08 0.016 \-- \>100 0.2

4010726S 62- 72 2C 3 100 100 100 100 100 100 100 100 86 59 37 26 19 96
88 80 64 53 0.08 0.014 \-- \>100 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.59

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.46

21- 29 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.46

29- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

36- 43 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.78

43- 50 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

50- 56 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.80

56- 62 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

62- 72 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.88

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-013-001 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1399, SAMPLE
40A10716-10726

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 3 36 16 45 12 1.00 0.74 0.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 2 35 17 45 11 0.90 0.66 0.42

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 2 35 18 45 11 0.87 0.65 0.40

15- 21 \-- \-- \-- \-- \-- \-- \-- 100 2 34 18 45 10 0.84 0.65 0.42

21- 29 \-- \-- \-- \-- \-- \-- \-- 100 3 34 17 45 9 0.85 0.66 0.43

29- 36 \-- \-- \-- \-- \-- \-- \-- 100 5 34 16 45 0.86 0.67 0.44

36- 43 \-- \-- \-- \-- \-- \-- \-- 100 25 17 13 45 0.59 0.47 0.40

43- 50 \-- \-- \-- \-- \-- \-- \-- 100 26 17 12 45 0.63 0.52 0.46

50- 56 \-- \-- \-- \-- \-- \-- \-- 100 25 17 13 45 0.01 0.48 0.42

56- 62 \-- \-- \-- \-- \-- \-- \-- 100 26 18 11 45 0.02 0.47 0.46

62- 72 \-- \-- \-- \-- \-- \-- \-- 100 26 19 10 45 0.02 0.47 0.45

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 7 93 40 TR 1 1 2 3 46 40 4.9 66.3 28.8

7- 11 6 94 45 1 1 1 3 46 45 4.1 64.7 31.2

11- 15 6 94 49 1 1 1 4 44 49 4.0 63.3 32.7

15- 21 6 94 49 TR 1 1 4 41 49 4.2 62.9 32.9

21- 29 8 92 46 1 1 2 5 39 46 5.7 62.6 31.7

29- 36 13 87 42 TR 1 2 3 6 32 42 8.9 61.4 29.7

36- 43 59 41 31 5 10 11 20 13 22 31 45.4 31.0 23.6

43- 50 60 40 28 5 10 11 20 13 22 28 47.2 31.1 21.7

50- 56 60 40 30 4 11 11 21 14 21 30 46.2 30.7 23.1

56- 62 60 40 24 5 10 11 21 14 22 24 48.1 32.4 19.5

62- 72 58 42 23 5 10 10 19 14 23 23 47.1 34.2 18.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.17 2.29

0-40 0.15 1.77

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0011 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 558, SAMPLES 85P 2842- 2847 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2842S 0- 18 AP 29.0 62.1 8.9 27.9 34.2 3.5 2.5 2.3 0.6 \-- 1 \-- \--
6 1

85P2843S 18- 25 BA 32.0 60.3 7.7 27.6 32.7 3.0 2.4 1.9 0.4 \-- \-- \--
\-- 5 \--

85P2844S 25- 41 BT1 30.5 56.8 12.7 24.1 32.7 4.2 4.2 3.6 0.7 \-- \-- \--
\-- 8 \--

85P2845S 41- 61 BT2 27.4 51.3 21.3 20.1 31.2 6.8 7.2 6.0 1.3 \-- \-- \--
\-- 14 \--

85P2846S 61- 76 2BT3 16.8 29.3 53.9 11.1 18.2 7.2 21.1 19.5 5.3 0.8 1
\-- \-- 47 1

85P2847S 76- 97 3BT4 22.6 26.8 50.6 14.3 12.5 7.6 18.6 16.2 6.4 1.8 1 1
\-- 44 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.68 0.43 12.4

18- 25 1.05 0.43 13.8

25- 41 0.77 0.44 13.4

41- 61 0.50 0.43 11.7

61- 76 0.28 0.43 7.3

76- 97 0.15 0.39 8.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25- 75: PCT CLAY 25 PCT .1-75MM 22

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0011 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 558, SAMPLE 85P 2842-
2847

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 6.3 6.5

18- 25 6.3 6.6

25- 41 5.7 6.0

41- 61 5.4 5.7

61- 76 5.6 6.2

76- 97 5.6 6.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0011 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 558, SAMPLES 85P 2842- 2847 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2842S 0- 7 AP 100 100 100 100 100 100 100 100 99 93 57 40 29 100 99
97 95 91 0.02 0.011 \-- 49.1 0.5

85P2843S 7- 10 BA 100 100 100 100 100 100 100 100 99 94 60 43 32 100 100
98 95 92 0.02 0.009 \-- 49.2 0.4

85P2844S 10- 16 BT1 100 100 100 100 100 100 100 100 98 90 55 40 31 100
99 96 91 87 0.02 0.013 \-- 54.7 0.4

85P2845S 16- 24 BT2 100 100 100 100 100 100 100 100 97 83 47 35 27 100
99 93 85 79 0.03 0.022 \-- 62.3 0.5

85P2846S 24- 30 2BT3 100 100 100 100 100 100 100 99 88 50 28 21 17 98 93
74 53 46 0.14 0.076 0.001 \>100 4.6

85P2847S 30- 38 3BT4 100 100 100 100 100 100 99 98 86 53 36 28 22 96 90
74 56 48 0.12 0.058 0.001 \>100 0.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

7- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

24- 30 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

30- 38 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0011 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 558, SAMPLE 85P 2842-
2847

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 TR \-- \-- \-- \-- \-- TR 100 5 34 16 45 0.43

7- 10 \-- \-- \-- \-- \-- \-- \-- 100 4 33 18 45 0.43

10- 16 \-- \-- \-- \-- \-- \-- \-- 100 7 31 17 45 0.44

16- 24 \-- \-- \-- \-- \-- \-- \-- 100 12 28 15 45 0.43

24- 30 1 \-- \-- 1 \-- \-- 1 99 30 16 9 45 0.43

30- 38 1 \-- \-- 1 \-- 1 1 99 27 14 12 45 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 13 87 41 1 3 4 5 48 39 41 SICL SICL 8.9 62.1 29.0 6.3

7- 10 11 89 47 1 3 4 4 48 41 47 SICL SICL 7.7 60.3 32.0 6.3

10- 16 18 82 44 1 5 6 6 47 35 44 SICL SICL 12.7 56.8 30.5 5.7

16- 24 29 71 38 2 8 10 9 43 28 38 SICL CL 21.3 51.3 27.4 5.4

24- 30 1 1 1 64 35 20 1 6 23 25 9 22 13 20 SL FSL 53.9 29.3 16.8 5.6

30- 38 3 3 3 64 34 28 2 8 21 24 10 16 18 29 L SCL 50.6 26.8 22.6 5.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.31 1.68

0-40 0.34 1.23

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0012 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 559, SAMPLES 85P 2848- 2853 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2848S 0- 20 AP 28.8 64.7 6.5 30.5 34.2 2.5 1.8 1.6 0.6 \-- \-- \--
\-- 4 \--

85P2849S 20- 41 A1 32.7 63.4 3.9 32.1 31.3 1.9 0.8 0.8 0.4 \-- \-- \--
\-- 2 \--

85P2850S 41- 58 BA 33.4 62.4 4.2 30.7 31.7 2.5 0.7 0.6 0.4 \-- \-- \--
\-- 2 \--

85P2851S 58- 84 BT1 30.8 62.5 6.7 26.5 36.0 4.7 1.3 0.7 \-- \-- \-- \--
\-- 2 \--

85P2852S 84- 99 2BT2 20.1 37.6 42.3 11.1 26.5 14.8 16.2 9.1 2.2 \-- \--
\-- \-- 27 \--

85P2853S 99-112 2BT3 11.0 17.7 71.3 5.6 12.1 9.9 30.6 24.0 6.4 0.4 TR 1
\-- 62 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.16 0.44 12.6

20- 41 1.49 0.44 14.5

41- 58 0.90 0.45 15.0

58- 84 0.39 0.46 14.2

84- 99 0.24 0.42 8.5

99-112 0.13 0.42 4.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 58-108: PCT CLAY 24 PCT .1-75MM 20

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0012 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 559, SAMPLE 85P 2848-
2853

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 \-- 7.2 7.4

20- 41 6.4 6.7

41- 58 5.6 6.0

58- 84 5.8 6.2

84- 99 6.2 6.6

99-112 6.5 6.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0012 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 559, SAMPLES 85P 2848- 2853 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2848S 0- 8 AP 100 100 100 100 100 100 100 100 99 95 59 41 29 100 99
98 96 93 0.02 0.010 \-- 45.8 0.5

85P2849S 8- 16 A1 100 100 100 100 100 100 100 100 99 97 65 45 33 100 100
99 98 96 0.01 0.007 \-- 35.0 0.5

85P2850S 16- 23 BA 100 100 100 100 100 100 100 100 99 97 64 46 33 100
100 99 98 96 0.01 0.007 \-- 36.9 0.4

85P2851S 23- 33 BT1 100 100 100 100 100 100 100 100 100 96 57 41 31 100
100 99 98 93 0.02 0.011 \-- 50.7 0.4

85P2852S 33- 39 2BT2 100 100 100 100 100 100 100 100 96 66 31 25 20 100
98 89 72 58 0.06 0.038 0.001 88.6 6.9

85P2853S 39- 44 2BT3 100 100 100 100 100 100 99 99 86 34 16 13 11 99 92
69 38 28 0.19 0.143 0.002 \>100 9.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

23- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

33- 39 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

39- 44 1 \-- \-- 1 \-- 1 TR 99 1 \-- 1 TR 99 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0012 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 559, SAMPLE 85P 2848-
2853

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 4 35 16 45 0.44

8- 16 \-- \-- \-- \-- \-- \-- \-- 100 2 35 18 45 0.44

16- 23 \-- \-- \-- \-- \-- \-- \-- 100 2 34 18 45 0.45

23- 33 \-- \-- \-- \-- \-- \-- \-- 100 4 34 17 45 0.46

33- 39 \-- \-- \-- \-- \-- \-- \-- 100 23 21 11 45 0.42

39- 44 1 \-- \-- 1 \-- 1 TR 99 39 10 6 45 0.42

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 9 91 40 1 2 3 4 48 43 40 SICL SICL 6.5 64.7 28.8 7.2

8- 16 6 94 49 1 1 1 3 47 48 49 SICL SICL 3.9 63.4 32.7 6.4

16- 23 6 94 50 1 1 1 4 48 46 50 SICL SICL 4.2 62.4 33.4 5.6

23- 33 10 90 45 1 2 7 52 38 45 SICL SICL 6.7 62.5 30.8 5.8

33- 39 53 47 25 3 11 20 19 33 14 25 L L 42.3 37.6 20.1 6.2

39- 44 1 1 1 79 20 12 TR 7 27 34 11 14 6 12 SL FSL 71.3 17.7 11.0 6.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.23 2.16

0-40 0.17 1.83

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0021 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 560, SAMPLES 85P 2854- 2858 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2854S 0- 20 AP 19.3 35.5 45.2 14.7 20.8 6.7 17.0 16.9 4.2 0.4 TR TR
\-- 38 TR 1

85P2855S 20- 33 BA 23.2 32.7 44.1 15.4 17.3 6.7 15.3 15.7 5.5 0.9 TR 1
\-- 38 1 1

85P2856S 33- 51 2BW1 22.5 24.1 53.4 13.5 10.6 7.2 17.2 18.1 8.0 2.9 2 4
\-- 49 6 1

85P2857S 51- 76 2BW2 23.1 22.8 54.1 14.0 8.8 8.4 17.7 17.1 7.1 3.8 2 1
\-- 47 3 1

85P2858S 76- 99 2BW3 23.0 23.2 53.8 14.1 9.1 8.8 18.9 16.9 6.2 3.0 2 1
\-- 47 3 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.63 0.46 8.8

20- 33 0.83 0.39 9.1

33- 51 0.44 0.39 8.8

51- 76 0.27 0.36 8.4

76- 99 0.20 0.37 8.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0021 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 560, SAMPLE 85P 2854-
2858

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.3 5.5

20- 33 5.4 5.8

33- 51 5.1 5.5

51- 76 5.1 5.5

76- 99 5.3 5.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0021 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 560, SAMPLES 85P 2854- 2858 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2854S 0- 8 AP 100 100 100 100 100 100 100 100 91 59 34 25 19 100 95
78 61 55 0.09 0.040 0.001 \>100 2.0

85P2855S 8- 13 BA 100 100 100 100 100 100 99 99 89 59 38 29 23 98 93 77
62 55 0.08 0.038 0.001 \>100 0.8

85P2856S 13- 20 2BW1 100 100 100 100 100 98 96 94 79 48 34 26 21 91 84
67 51 44 0.17 0.094 0.001 \>100 1.0

85P2857S 20- 30 2BW2 100 100 100 100 100 100 99 97 82 49 36 28 22 93 86
70 53 45 0.15 0.080 0.001 \>100 0.6

85P2858S 30- 39 2BW3 100 100 100 100 100 100 99 97 84 50 36 28 22 94 88
72 53 45 0.14 0.076 0.001 \>100 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

8- 13 1 \-- \-- 1 \-- 1 TR 99 1 \-- 1 TR 99 1.46

13- 20 6 \-- \-- 6 \-- 4 2 94 6 \-- 4 2 94 1.48

20- 30 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

30- 39 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0021 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-LOAMY, MIXED, MESIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 560, SAMPLE 85P 2854-
2858

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- TR TR 100 25 20 11 45 0.46

8- 13 1 \-- \-- 1 \-- 1 TR 99 24 18 13 45 0.39

13- 20 3 \-- \-- 3 \-- 2 1 97 28 13 12 44 0.39

20- 30 2 \-- \-- 2 \-- 1 1 98 29 12 12 45 0.36

30- 39 2 \-- \-- 2 \-- 1 1 98 29 12 12 45 0.37

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 56 44 24 TR 5 21 21 8 26 18 24 L L 45.2 35.5 19.3 5.3

8- 13 1 1 1 57 42 30 1 7 20 20 9 23 20 30 L L 44.1 32.7 23.2 5.4

13- 20 8 8 8 64 29 27 4 10 23 22 9 14 17 29 L SCL 53.4 24.1 22.5 5.1

20- 30 4 4 4 68 28 29 5 9 22 23 11 11 18 30 SCL SCL 54.1 22.8 23.1 5.1

30- 39 4 4 4 67 29 29 4 8 22 25 11 12 18 30 SCL SCL 53.8 23.2 23.0 5.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.34 1.63

0-40 2.20 1.16

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0022 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 561, SAMPLES 85P 2859- 2864 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2859S 0- 20 AP 19.8 35.4 44.8 15.6 19.8 7.5 16.0 15.3 5.4 0.6 1 \--
\-- 38 1 1

85P2860S 20- 36 A 23.6 38.1 38.3 17.3 20.8 6.5 13.5 13.5 4.4 0.4 1 \--
\-- 32 1 1

85P2861S 36- 53 2BW1 26.6 36.1 37.3 17.5 18.6 7.4 12.5 12.2 4.6 0.6 1 1
\-- 31 2 1

85P2862S 53- 69 2BW2 26.8 30.1 43.1 16.1 14.0 8.4 14.5 12.1 5.0 3.1 2 7
\-- 41 9 1

85P2863S 69- 94 2BW3 24.5 23.8 51.7 13.7 10.1 8.5 17.4 15.9 6.4 3.5 2 2
\-- 45 4 1

85P2864S 94-122 2BW3 23.0 23.8 53.2 14.2 9.6 9.2 18.3 15.4 6.4 3.9 2 1
\-- 46 3 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.93 0.46 9.2

20- 36 1.72 0.45 10.6

36- 53 1.08 0.40 10.6

53- 69 0.60 0.37 10.0

69- 94 0.34 0.36 8.8

94-122 0.22 0.37 8.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 25 PCT .1-75MM 39

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0022 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 561, SAMPLE 85P 2859-
2864

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.3 5.6

20- 36 5.6 6.0

36- 53 5.4 5.6

53- 69 5.1 5.4

69- 94 5.1 5.4

94-122 5.5 5.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0022 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 561, SAMPLES 85P 2859- 2864 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2859S 0- 8 AP 100 100 100 100 100 100 100 100 90 59 35 26 20 99 94 79
63 55 0.08 0.039 0.001 \>100 1.6

85P2860S 8- 14 A 100 100 100 100 100 100 100 99 91 65 40 30 23 99 94 81
68 61 0.05 0.031 0.001 88.9 0.9

85P2861S 14- 21 2BW1 100 100 100 100 100 100 99 98 90 66 43 33 26 97 93
81 69 61 0.05 0.028 \-- 96.1 0.5

85P2862S 21- 27 2BW2 100 100 100 100 100 97 93 91 81 56 39 30 24 88 84
73 59 52 0.10 0.044 0.001 \>100 0.4

85P2863S 27- 37 2BW3 100 100 100 100 100 99 98 96 83 51 37 29 24 93 86
71 55 46 0.14 0.068 0.001 \>100 0.5

85P2864S 37- 48 2BW3 100 100 100 100 100 100 99 97 83 50 36 28 22 93 87
72 54 45 0.13 0.072 0.001 \>100 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

8- 14 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

14- 21 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

21- 27 9 \-- \-- 9 \-- 7 2 91 9 \-- 7 2 91 1.51

27- 37 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.47

37- 48 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0022 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 561, SAMPLE 85P 2859-
2864

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- \-- TR 100 24 19 11 45 0.46

8- 14 1 \-- \-- 1 \-- \-- 1 99 21 21 13 45 0.45

14- 21 1 \-- \-- 1 \-- 1 1 99 20 20 15 45 0.40

21- 27 5 \-- \-- 5 \-- 4 1 95 22 16 14 43 0.37

27- 37 2 \-- \-- 2 \-- 1 1 98 28 13 13 45 0.36

37- 48 2 \-- \-- 2 \-- 1 1 98 29 13 12 45 0.37

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 56 44 25 1 7 19 20 9 25 19 25 L L 44.8 35.4 19.8 5.3

8- 14 1 1 1 49 49 31 1 6 18 18 9 27 23 31 L L 38.3 38.1 23.6 5.6

14- 21 3 3 3 49 48 35 1 6 17 17 10 25 24 36 L L 37.3 36.1 26.6 5.4

21- 27 12 12 12 52 36 32 4 7 17 20 11 19 22 37 L L 43.1 30.1 26.8 5.1

27- 37 5 5 5 65 30 31 5 8 21 23 11 13 18 32 L SCL 51.7 23.8 24.5 5.1

37- 48 4 4 4 66 30 29 5 8 20 24 12 12 18 30 L SCL 53.2 23.8 23.0 5.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.26 1.93

0-40 1.92 1.76

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0031 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 562, SAMPLES 85P 2865- 2869 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2865S 0- 15 AP 19.3 22.5 58.2 10.1 12.4 8.8 24.0 18.6 4.8 2.0 1 3 \--
51 4

85P2866S 15- 25 2BW1 24.4 23.6 52.0 13.5 10.1 8.3 18.0 16.1 5.9 3.7 2 5
\-- 48 7

85P2867S 25- 51 2BW2 22.8 24.3 52.9 14.1 10.2 8.7 18.0 16.2 5.7 4.3 1 1
\-- 45 2

85P2868S 51- 76 2BW3 21.9 24.5 53.6 14.3 10.2 8.6 18.3 16.9 6.2 3.6 2 2
\-- 47 4

85P2869S 76- 99 2BW4 22.1 24.8 53.1 14.4 10.4 8.4 18.0 16.7 6.5 3.5 2 TR
\-- 46 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.03 0.40 7.7

15- 25 0.38 0.36 8.9

25- 51 0.29 0.38 8.6

51- 76 0.21 0.37 8.2

76- 99 0.20 0.38 8.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0031 PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 562, SAMPLE 85P 2865-
2869

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 TR 7.0 7.3

15- 25 6.7 7.1

25- 51 6.6 6.9

51- 76 5.6 5.9

76- 99 5.4 5.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0031 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 562, SAMPLES 85P 2865- 2869 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2865S 0- 6 AP 100 100 100 100 100 99 97 96 85 45 28 22 19 94 89 72 49
40 0.16 0.106 0.001 \>100 4.8

85P2866S 6- 10 2BW1 100 100 100 100 100 98 95 93 80 49 35 28 23 90 84 69
52 45 0.15 0.081 0.001 \>100 0.7

85P2867S 10- 20 2BW2 100 100 100 100 100 100 99 98 84 51 36 28 22 94 88
72 55 46 0.13 0.068 0.001 \>100 0.7

85P2868S 20- 30 2BW3 100 100 100 100 100 99 98 96 83 49 35 26 21 93 87
70 53 45 0.15 0.079 0.001 \>100 0.9

85P2869S 30- 39 2BW4 100 100 100 100 100 100 100 98 84 51 36 27 22 95 88
72 54 46 0.14 0.070 0.001 \>100 0.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 4 \-- \-- 4 \-- 3 1 96 4 \-- 3 1 96 1.48

6- 10 7 \-- \-- 7 \-- 5 2 93 7 \-- 5 2 93 1.50

10- 20 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.47

20- 30 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

30- 39 2 \-- \-- 2 \-- TR 2 98 2 \-- TR 2 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0031 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 562, SAMPLE 85P 2865-
2869

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 2 \-- \-- 2 \-- 2 1 98 31 12 10 44 0.40

6- 10 4 \-- \-- 4 \-- 3 1 96 27 12 13 43 0.36

10- 20 1 \-- \-- 1 \-- 1 1 99 29 13 12 45 0.38

20- 30 2 \-- \-- 2 \-- 1 1 98 29 13 12 44 0.37

30- 39 1 \-- \-- 1 \-- TR 1 99 28 13 12 45 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 5 5 5 69 27 23 2 6 23 30 11 15 13 24 L FSL 58.2 22.5 19.3 7.0

6- 10 9 9 9 63 28 29 5 8 21 24 11 13 18 32 L SCL 52.0 23.6 24.4 6.7

10- 20 3 3 3 67 31 29 6 7 21 23 11 13 18 30 L SCL 52.9 24.3 22.8 6.6

20- 30 5 5 5 65 30 27 5 8 22 23 11 13 18 28 L SCL 53.6 24.5 21.9 5.6

30- 39 3 3 3 66 31 28 4 8 21 23 11 13 18 28 L SCL 53.1 24.8 22.1 5.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.87 0.92

0-40 2.53 0.59

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0032 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 563, SAMPLES 85P 2870- 2874 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2870S 0- 18 AP 17.5 24.5 58.0 10.4 14.1 8.7 24.6 19.3 4.0 1.4 1 1 \--
50 2

85P2871S 18- 36 2BW1 22.9 25.0 52.1 12.4 12.6 8.2 18.6 16.2 5.1 4.0 3 2
\-- 47 5

85P2872S 36- 61 2BW2 22.4 24.2 53.4 13.6 10.6 9.1 19.1 16.8 5.9 2.5 2 1
\-- 46 3

85P2873S 61- 84 2BW3 20.7 24.2 55.1 13.6 10.6 8.8 19.2 17.6 6.7 2.8 2 1
\-- 48 3

85P2874S 84-107 2BW4 19.7 25.5 54.8 13.7 11.8 9.0 19.7 18.1 5.5 2.5 1 1
\-- 47 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.13 0.42 7.4

18- 36 0.61 0.39 8.9

36- 61 0.26 0.38 8.5

61- 84 0.20 0.38 7.9

84-107 0.14 0.39 7.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 21 PCT .1-75MM 47

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-013-0032 PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 563, SAMPLE 85P 2870-
2874

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 6.3 6.5

18- 36 6.4 6.7

36- 61 6.3 6.8

61- 84 5.9 6.1

84-107 5.2 5.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0032 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 105, (RP85IA147) BLACKHAWK CO EROSION NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 85P 563, SAMPLES 85P 2870- 2874 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2870S 0- 7 AP 100 100 100 100 100 100 100 99 89 46 28 21 17 98 94 75
50 42 0.14 0.098 0.001 \>100 5.0

85P2871S 7- 14 2BW1 100 100 100 100 100 100 99 97 84 51 34 27 22 93 88
72 54 46 0.13 0.068 0.001 \>100 1.1

85P2872S 14- 24 2BW2 100 100 100 100 100 100 99 97 85 50 35 27 22 95 89
73 54 45 0.13 0.073 0.001 \>100 0.9

85P2873S 24- 33 2BW3 100 100 100 100 100 100 99 97 83 48 33 25 20 94 88
71 52 44 0.15 0.084 0.001 \>100 1.4

85P2874S 33- 42 2BW4 100 100 100 100 100 100 99 98 86 49 33 25 19 96 90
72 53 44 0.14 0.078 0.001 \>100 1.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

7- 14 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.48

14- 24 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

24- 33 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

33- 42 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-013-0032 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 563, SAMPLE 85P 2870-
2874

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 1 \-- \-- 1 \-- TR 1 99 32 13 10 45 0.42

7- 14 2 \-- \-- 2 \-- 1 1 98 28 13 12 44 0.39

14- 24 2 \-- \-- 2 \-- 1 1 98 29 13 12 45 0.38

24- 33 2 \-- \-- 2 \-- 1 1 98 30 13 11 45 0.38

33- 42 1 \-- \-- 1 \-- 1 1 99 29 14 11 45 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 1 1 1 69 29 21 2 5 23 30 11 17 13 21 L FSL 58.0 24.5 17.5 6.3

7- 14 4 4 4 65 31 29 5 7 21 24 11 16 16 30 L SCL 52.1 25.0 22.9 6.4

14- 24 4 4 4 66 30 28 3 8 22 25 12 14 18 29 L SCL 53.4 24.2 22.4 6.3

24- 33 4 4 4 67 29 25 4 8 22 24 11 13 17 26 L SCL 55.1 24.2 20.7 5.9

33- 42 2 2 2 67 31 24 3 7 23 25 11 15 17 25 L FSL 54.8 25.5 19.7 5.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 3.31 1.13

0-40 2.75 0.81

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-013-0041 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 67, (RP86IA124) BLACKHAWK CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 323, SAMPLES 86P 1909- 1913 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

86P1909S 0- 20 AP 27.6 63.4 9.0 25.8 37.6 5.1 2.1 1.5 0.3 \-- \-- \--
\-- 4 \--

86P1910S 20- 41 BA 30.4 63.7 5.9 25.7 38.0 4.6 0.8 0.5 \-- \-- \-- \--
\-- 1 \--

86P1911S 41- 71 BW1 27.3 58.5 14.2 20.0 38.5 10.1 2.3 1.4 0.4 \-- \--
\-- \-- 4 \--

86P1912S 71- 86 BW2 24.5 39.2 36.3 20.8 18.4 10.7 11.0 8.6 3.8 2.2 1 4
\-- 29 5

86P1913S 86-109 BW3 26.5 41.6 31.9 26.3 15.3 10.7 10.6 6.4 3.0 1.2 1 1
\-- 23 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.01 0.45 12.5

20- 41 1.10 0.43 13.2

41- 71 0.51 0.44 12.0

71- 86 0.26 0.40 9.8

86-109 0.22 0.47 12.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 27 PCT .1-75MM 12

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-013-0041 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 323, SAMPLE 86P 1909-
1913

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.6 6.2

20- 41 5.0 5.5

41- 71 5.1 5.6

71- 86 5.1 5.7

86-109 5.6 6.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-013-0041 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 67, (RP86IA124) BLACKHAWK CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 323, SAMPLES 86P 1909- 1913 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

86P1909S 0- 8 AP 100 100 100 100 100 100 100 100 99 94 53 38 28 100 100
98 96 91 0.02 0.015 \-- 51.0 0.6

86P1910S 8- 16 BA 100 100 100 100 100 100 100 100 100 97 56 41 30 100
100 100 99 94 0.02 0.012 \-- 51.5 0.4

86P1911S 16- 28 BW1 100 100 100 100 100 100 100 100 99 92 47 35 27 100
100 98 96 86 0.03 0.021 \-- 58.2 0.6

86P1912S 28- 34 BW2 100 100 100 100 100 98 96 95 87 66 43 31 23 93 89 81
71 61 0.05 0.029 0.001 90.5 0.7

86P1913S 34- 43 BW3 100 100 100 100 100 100 99 98 92 73 52 36 26 97 94
88 77 67 0.03 0.017 \-- 68.2 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

28- 34 5 \-- \-- 5 \-- 4 1 95 5 \-- 4 1 95 1.48

34- 43 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-013-0041 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 323, SAMPLE 86P 1909-
1913

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 5 35 15 45 0.45

8- 16 \-- \-- \-- \-- \-- \-- \-- 100 3 35 17 45 0.43

16- 28 \-- \-- \-- \-- \-- \-- \-- 100 8 32 15 45 0.44

28- 34 3 \-- \-- 3 \-- 2 1 97 19 21 13 44 0.40

34- 43 1 \-- \-- 1 \-- 1 1 99 17 22 14 45 0.47

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 12 88 38 TR 2 3 7 52 36 38 SIL SICL 9.0 63.4 27.6 5.6

8- 16 8 92 44 1 1 7 55 37 44 SIL SICL 5.9 63.7 30.4 5.0

16- 28 20 80 38 1 2 3 14 53 28 38 SIL SICL 14.2 58.5 27.3 5.1

28- 34 7 7 7 45 49 30 3 5 11 15 14 24 28 32 L L 36.3 39.2 24.5 5.1

34- 43 3 3 3 42 55 35 2 4 9 14 15 21 36 36 L L 31.9 41.6 26.5 5.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.33 2.01

0-40 0.26 1.55

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-013-0042 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 67, (RP86IA124) BLACKHAWK CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 324, SAMPLES 86P 1914- 1920 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

86P1914S 0- 20 AP 25.7 59.5 14.8 23.6 35.9 4.7 5.1 4.2 0.7 0.1 \-- \--
\-- 10 \--

86P1915S 20- 30 A 29.0 58.9 12.1 25.4 33.6 5.6 3.4 2.7 0.4 \-- \-- \--
\-- 6 \--

86P1916S 30- 43 AB 29.2 56.9 13.9 23.7 33.2 6.9 3.7 2.8 0.5 \-- \-- 1
\-- 8 1

86P1917S 43- 61 BW1 28.0 50.3 21.7 18.6 31.7 8.7 6.9 5.0 1.1 \-- \-- \--
\-- 13 \--

86P1918S 61- 71 BW2 25.9 39.0 35.1 16.0 23.0 10.8 12.9 9.5 1.7 0.2 2 \--
\-- 26 2

86P1919S 71- 86 BW3 32.8 35.6 31.6 20.3 15.3 10.9 11.7 6.1 1.8 1.1 2 1 1
24 4

86P1920S 86-117 BC 33.6 34.9 31.5 21.0 13.9 11.3 11.8 5.4 2.2 0.8 1 \--
\-- 21 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.31 0.45 11.5

20- 30 1.78 0.43 12.5

30- 43 1.29 0.42 12.2

43- 61 0.68 0.41 11.6

61- 71 0.46 0.41 10.7

71- 86 0.32 0.38 12.4

86-117 0.27 0.40 13.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 30 PCT .1-75MM 17

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-013-0042 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 324, SAMPLE 86P 1914-
1920

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.5 5.8

20- 30 5.3 5.7

30- 43 5.1 5.3

43- 61 5.1 5.5

61- 71 5.3 5.7

71- 86 5.6 6.0

86-117 6.0 6.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-013-0042 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 67, (RP86IA124) BLACKHAWK CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 324, SAMPLES 86P 1914- 1920 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

86P1914S 0- 8 AP 100 100 100 100 100 100 100 100 98 88 49 35 26 100 99
95 90 85 0.03 0.020 \-- 53.6 0.7

86P1915S 8- 12 A 100 100 100 100 100 100 100 100 99 91 54 39 29 100 100
97 93 88 0.02 0.014 \-- 52.4 0.5

86P1916S 12- 17 AB 100 100 100 100 100 100 99 99 98 89 52 38 29 99 99 96
92 85 0.02 0.016 \-- 55.8 0.5

86P1917S 17- 24 BW1 100 100 100 100 100 100 100 100 98 83 47 35 28 100
99 94 87 78 0.03 0.022 \-- 64.7 0.5

86P1918S 24- 28 BW2 100 100 100 100 100 100 100 98 94 70 41 32 25 98 96
87 74 64 0.04 0.029 \-- 87.2 0.7

86P1919S 28- 34 BW3 100 100 100 99 99 99 98 96 92 72 51 39 31 95 93 87
76 66 0.04 0.018 \-- 84.5 0.2

86P1920S 34- 46 BC 100 100 100 100 100 100 100 99 95 74 54 42 33 98 96
91 79 68 0.03 0.013 \-- 74.4 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 17 1 \-- \-- 1 \-- 1 \-- 99 1 \-- 1 \-- 99 1.46

17- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

24- 28 2 \-- \-- 2 \-- \-- 2 98 2 \-- \-- 2 98 1.46

28- 34 4 \-- \-- 4 1 1 2 96 4 1 1 2 96 1.47

34- 46 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-013-0042 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 324, SAMPLE 86P 1914-
1920

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 8 33 14 45 0.45

8- 12 \-- \-- \-- \-- \-- \-- \-- 100 7 32 16 45 0.43

12- 17 1 \-- \-- 1 \-- 1 \-- 99 8 31 16 45 0.42

17- 24 \-- \-- \-- \-- \-- \-- \-- 100 12 28 15 45 0.41

24- 28 1 \-- \-- 1 \-- \-- 1 99 19 21 14 45 0.41

28- 34 2 \-- \-- 2 1 1 1 98 17 19 18 45 0.38

34- 46 1 \-- \-- 1 \-- \-- 1 99 17 19 19 45 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 20 80 35 TR 1 6 7 6 48 32 35 SICL SIL 14.8 59.5 25.7 5.5

8- 12 17 83 41 1 4 5 8 47 36 41 SICL SICL 12.1 58.9 29.0 5.3

12- 17 1 1 1 19 79 41 1 4 5 10 47 33 41 SICL SICL 13.9 56.9 29.2 5.1

17- 24 30 70 39 2 7 10 12 44 26 39 SICL CL 21.7 50.3 28.0 5.1

24- 28 3 3 3 46 51 34 TR 2 13 17 15 31 22 35 SIL L 35.1 39.0 25.9 5.3

28- 34 6 6 4 44 50 46 2 3 9 17 16 23 30 49 L CL 31.6 35.6 32.8 5.6

34- 46 1 1 1 47 52 50 1 3 8 18 17 21 32 51 L CL 31.5 34.9 33.6 6.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.58 2.31

0-40 0.51 1.92

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-013-0013 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 70, (RP87IA115) EROSION BLACK HAWK NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 327, SAMPLES 87P 1640- 1644 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

87P1640S 0- 23 AP 28.5 62.3 9.2 28.6 33.7 3.3 2.7 2.5 0.7 \-- \-- \--
\-- 6 \--

87P1641S 23- 43 BT1 30.3 61.6 8.1 26.8 34.8 4.2 1.9 1.6 0.4 \-- \-- \--
\-- 4 \--

87P1642S 43- 64 BT2 27.4 53.3 19.3 20.4 32.9 7.1 5.6 5.1 1.5 \-- \-- \--
\-- 12 \--

87P1643S 64- 76 2BC 15.3 20.3 64.4 7.6 12.7 11.1 23.0 21.6 7.8 0.9 \--
\-- \-- 53 \--

87P1644S 76- 89 2C1 25.2 29.8 45.0 16.0 13.8 8.3 16.9 13.6 4.9 1.3 \--
\-- \-- 37 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 23 1.51 0.41 11.7

23- 43 1.00 0.43 12.9

43- 64 0.53 0.42 11.6

64- 76 0.16 0.41 6.3

76- 89 0.14 0.39 9.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 23- 64: PCT CLAY 29 PCT .1-75MM 8

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-013-0013 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 327, SAMPLE 87P 1640-
1644

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 23 5.7 6.2

23- 43 5.9 6.5

43- 64 5.5 6.1

64- 76 5.4 6.0

76- 89 5.6 6.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-013-0013 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 70, (RP87IA115) EROSION BLACK HAWK NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 327, SAMPLES 87P 1640- 1644 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

87P1640S 0- 9 AP 100 100 100 100 100 100 100 100 99 93 57 40 29 100 99
97 94 91 0.02 0.011 \-- 48.2 0.5

87P1641S 9- 17 BT1 100 100 100 100 100 100 100 100 99 94 57 41 30 100
100 98 96 92 0.02 0.011 \-- 50.5 0.4

87P1642S 17- 25 BT2 100 100 100 100 100 100 100 100 97 85 48 36 27 100
99 93 88 81 0.03 0.021 \-- 60.6 0.6

87P1643S 25- 30 2BC 100 100 100 100 100 100 100 100 86 42 23 18 15 99 91
70 47 36 0.17 0.114 0.001 \>100 7.3

87P1644S 30- 35 2C1 100 100 100 100 100 100 100 100 90 60 41 32 25 99 94
80 63 55 0.08 0.036 \-- \>100 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

9- 17 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

17- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

30- 35 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-013-0013 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 327, SAMPLE 87P 1640-
1644

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 9 \-- \-- \-- \-- \-- \-- \-- 100 5 34 16 45 0.41

9- 17 \-- \-- \-- \-- \-- \-- \-- 100 4 34 17 45 0.43

17- 25 \-- \-- \-- \-- \-- \-- \-- 100 11 29 15 45 0.42

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 35 11 8 45 0.41

30- 35 \-- \-- \-- \-- \-- \-- \-- 100 25 16 14 45 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 9 13 87 40 1 3 4 5 47 40 40 SICL SICL 9.2 62.3 28.5 5.7

9- 17 12 88 43 1 2 3 6 50 38 43 SICL SICL 8.1 61.6 30.3 5.9

17- 25 27 73 38 2 7 8 10 45 28 38 SICL SICL 19.3 53.3 27.4 5.5

25- 30 76 24 18 1 9 26 27 13 15 9 18 SCL SL 64.4 20.3 15.3 5.4

30- 35 60 40 34 2 7 18 23 11 18 21 34 L L 45.0 29.8 25.2 5.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.32 1.51

0-40 0.30 1.29

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-013-0014 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 70, (RP87IA115) EROSION BLACK HAWK NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 328, SAMPLES 87P 1645- 1650 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

87P1645S 0- 28 AP 26.1 66.8 7.1 31.3 35.5 2.7 1.7 1.9 0.6 0.2 \-- \--
\-- 4 \--

87P1646S 28- 33 A1 28.3 65.4 6.3 31.8 33.6 2.6 1.5 1.5 0.5 0.2 \-- \--
\-- 4 \--

87P1647S 33- 43 AB 31.0 63.6 5.4 31.1 32.5 3.6 0.1 1.3 0.4 \-- \-- \--
\-- 2 \--

87P1648S 43- 64 BT1 31.1 61.5 7.4 28.1 33.4 3.7 1.7 1.5 0.5 \-- \-- \--
\-- 4 \--

87P1649S 64- 86 BT2 25.6 54.6 19.8 21.7 32.9 6.6 5.8 5.6 1.6 0.2 \-- \--
\-- 13 \--

87P1650S 86- 99 2BC 13.1 21.7 65.2 7.7 14.0 6.7 20.2 26.3 10.7 1.3 \--
\-- \-- 58 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 28 2.11 0.43 11.3

28- 33 1.83 0.42 11.9

33- 43 1.25 0.42 13.0

43- 64 0.31 0.42 13.2

64- 86 0.31 0.42 10.7

86- 99 0.13 0.41 5.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 43- 86: PCT CLAY 28 PCT .1-75MM 9

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-013-0014 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 328, SAMPLE 87P 1645-
1650

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 28 6.8 7.2

28- 33 6.5 7.0

33- 43 6.1 6.7

43- 64 5.3 5.9

64- 86 5.2 5.9

86- 99 5.4 6.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-013-0014 (BLACK HAWK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 70, (RP87IA115) EROSION BLACK HAWK NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 328, SAMPLES 87P 1645- 1650 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

87P1645S 0- 11 AP 100 100 100 100 100 100 100 100 99 94 57 39 26 100 99
97 96 93 0.02 0.012 \-- 44.3 0.7

87P1646S 11- 13 A1 100 100 100 100 100 100 100 100 99 95 60 41 28 100 99
98 96 94 0.02 0.010 \-- 44.0 0.6

87P1647S 13- 17 AB 100 100 100 100 100 100 100 100 99 97 62 43 31 100
100 98 98 95 0.02 0.008 \-- 40.7 0.5

87P1648S 17- 25 BT1 100 100 100 100 100 100 100 100 99 95 59 42 31 100
100 98 96 93 0.02 0.009 \-- 48.8 0.4

87P1649S 25- 34 BT2 100 100 100 100 100 100 100 100 97 84 47 34 26 100
98 93 87 80 0.03 0.022 \-- 57.9 0.7

87P1650S 34- 39 2BC 100 100 100 100 100 100 100 100 81 39 21 16 13 99 88
62 42 35 0.23 0.147 0.001 \>100 5.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

13- 17 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

17- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

25- 34 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

34- 39 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-013-0014 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 328, SAMPLE 87P 1645-
1650

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 11 \-- \-- \-- \-- \-- \-- \-- 100 4 37 14 45 0.43

11- 13 \-- \-- \-- \-- \-- \-- \-- 100 3 36 15 45 0.42

13- 17 \-- \-- \-- \-- \-- \-- \-- 100 3 35 17 45 0.42

17- 25 \-- \-- \-- \-- \-- \-- \-- 100 4 34 17 45 0.42

25- 34 \-- \-- \-- \-- \-- \-- \-- 100 11 30 14 45 0.42

34- 39 \-- \-- \-- \-- \-- \-- \-- 100 36 12 7 45 0.41

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 11 10 90 35 TR 1 3 2 4 48 42 35 SICL SIL 7.1 66.8 26.1 6.8

11- 13 9 91 39 TR 1 2 2 4 47 44 39 SICL SICL 6.3 65.4 28.3 6.5

13- 17 8 92 45 1 2 TR 5 47 45 45 SICL SICL 5.4 63.6 31.0 6.1

17- 25 11 89 45 1 2 2 5 48 41 45 SICL SICL 7.4 61.5 31.1 5.3

25- 34 27 73 34 TR 2 8 8 9 44 29 34 SICL SIL 19.8 54.6 25.6 5.2

34- 39 75 25 15 1 12 30 23 8 16 9 15 SL SL 65.2 21.7 13.1 5.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.27 2.11

0-40 0.25 1.92

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-001 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4010839S 0- 13 AP 18.2 28.5 53.3 16.0 7.4 19.4 12.8 11.8 1.9 \-- \-- \--
46 \--

4010840S 13- 25 A12 22.5 31.5 46.0 18.6 7.3 16.4 10.3 10.2 1.8 \-- \--
\-- 39 \--

4010841S 25- 36 A3 24.0 30.2 45.8 17.6 7.7 15.8 9.7 9.4 3.2 \-- \-- \--
38 \--

4010842S 36- 48 B1 25.5 31.0 43.5 18.0 9.1 15.5 8.3 7.4 3.2 \-- \-- \--
34 \--

4010843S 48- 63 B21 25.3 28.3 46.4 15.2 10.8 17.9 8.7 6.3 2.7 \-- \--
\-- 36 \--

4010844S 63- 84 B22 23.4 29.3 47.3 15.4 11.1 17.6 8.3 6.8 3.5 \-- \--
\-- 36 \--

4010845S 84-102 B23 22.2 30.6 47.2 16.7 11.0 18.0 8.3 6.4 3.5 \-- \--
\-- 36 \--

4010846S 102-119 B31 24.7 33.5 41.8 18.2 10.1 16.3 7.6 5.6 2.2 \-- \--
\-- 32 \--

4010847S 119-137 B32 25.3 33.2 41.5 \-- 17.0 9.2 15.2 7.8 6.4 2.9 \--
\-- \-- 32 \--

4010848S 137-157 C 1 21.1 36.0 42.9 TR 19.4 10.2 16.4 7.1 5.8 3.4 \--
\-- \-- 33 \--

4010849S 157-193 C 2 21.9 37.0 41.1 TR 19.7 10.0 15.3 6.8 5.9 3.1 \--
\-- \-- 31 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 13 1.99 0.170 1.0 0.83 0.47 1.46 1.52 15.0 8.6

13- 25 1.77 0.132 1.2 0.69 0.43 1.52 1.58 17.2 9.6

25- 36 1.01 0.089 1.3 0.60 0.38 9.2

36- 48 0.66 0.066 1.4 0.54 0.35 9.0

48- 63 0.40 0.040 1.4 0.48 0.34 1.60 1.66 13.6 8.5

63- 84 0.28 1.5 0.50 0.36 1.65 1.69 10.1 8.5

84-102 0.23 1.4 0.54 0.40 8.9

102-119 0.20 1.7 0.52 0.40 1.72 1.76 11.0 10.0

119-137 0.18 1.5 0.54 0.42 1.63 1.70 13.2 10.7

137-157 0.13 1.4 0.51 0.45 1.77 1.84 14.1 9.4

157-193 0.13 1.3 0.48 0.21 1.74 1.81 15.9 4.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 24 PCT .1-75MM 36

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-001 PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1411, SAMPLE
40A10839-10849

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 13 10.4 3.6 0.1 0.2 14.3 5.9 20.2 15.1 71 95 6.3

13- 25 9.9 3.0 0.1 0.2 13.2 8.3 21.5 15.5 61 85 5.8

25- 36 9.5 2.7 0.1 0.2 12.5 8.1 20.6 14.5 61 86 5.4

36- 48 8.4 2.6 0.1 0.2 11.3 7.1 18.4 13.7 61 82 5.2

48- 63 8.3 2.5 0.1 0.2 11.1 5.9 17.0 12.2 65 91 5.2

63- 84 8.1 2.3 0.1 0.2 10.7 4.2 14.9 11.7 72 91 5.2

84-102 8.8 2.4 0.1 0.2 11.5 3.5 15.0 11.9 77 97 5.7

102-119 10.2 2.7 0.1 0.2 13.2 2.8 16.0 12.9 82 100 6.0

119-137 0.1 0.2 0.3 0.3 13.6 100 2 TR 7.0

137-157 0.1 0.2 10.8 100 3 10 7.8

157-193 0.1 0.2 10.6 100 3 11 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-001 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1411, SAMPLES 40A10839-10849 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010839S 0- 5 AP 100 100 100 100 100 100 100 100 83 51 34 25 18 98 86 73
54 47 0.13 0.068 \-- \>100 0.2

4010840S 5- 10 A12 100 100 100 100 100 100 100 100 85 58 41 30 23 98 88
78 61 54 0.09 0.012 \-- \>100 0.1

4010841S 10- 14 A3 100 100 100 100 100 100 100 100 85 59 42 31 24 97 87
78 62 54 0.08 0.012 \-- \>100 0.1

4010842S 14- 19 B1 100 100 100 100 100 100 100 100 87 62 44 33 26 97 89
81 66 56 0.07 0.009 \-- \>100 0.1

4010843S 19- 25 B21 100 100 100 100 100 100 100 100 89 60 40 31 25 97 91
82 64 54 0.08 0.012 \-- \>100 0.1

4010844S 25- 33 B22 100 100 100 100 100 100 100 100 88 59 39 30 23 97 90
81 64 53 0.08 0.013 \-- \>100 0.1

4010845S 33- 40 B23 100 100 100 100 100 100 100 100 88 59 39 29 22 97 90
82 64 53 0.08 0.014 \-- \>100 0.1

4010846S 40- 47 B31 100 100 100 100 100 100 100 100 90 64 43 32 25 98 92
85 68 58 0.06 0.007 \-- \>100 0.1

4010847S 47- 54 B32 100 100 100 100 100 100 100 100 89 64 42 32 25 97 91
83 68 58 0.06 0.006 \-- \>100 0.1

4010848S 54- 62 C 1 100 100 100 100 100 100 100 100 89 63 40 29 21 97 91
84 67 57 0.06 0.009 \-- \>100 0.1

4010849S 62- 76 C 2 100 100 100 100 100 100 100 100 89 65 42 30 22 97 91
84 69 59 0.05 0.007 \-- \>100 0.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 5 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.52

5- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.58

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.66

25- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.69

33- 40 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

40- 47 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.76

47- 54 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.70

54- 62 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.84

62- 76 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.81

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-001 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1411, SAMPLE
40A10839-10849

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 5 \-- \-- \-- \-- \-- \-- \-- 100 29 16 10 45 12 1.11 0.83 0.47

5- 10 \-- \-- \-- \-- \-- \-- \-- 100 25 17 12 45 13 0.96 0.69 0.43

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 25 17 13 45 11 0.86 0.60 0.38

14- 19 \-- \-- \-- \-- \-- \-- \-- 100 24 17 14 45 10 0.72 0.54 0.35

19- 25 \-- \-- \-- \-- \-- \-- \-- 100 25 15 14 45 10 0.67 0.48 0.34

25- 33 \-- \-- \-- \-- \-- \-- \-- 100 26 16 13 45 0.64 0.50 0.36

33- 40 \-- \-- \-- \-- \-- \-- \-- 100 26 17 12 45 0.68 0.54 0.40

40- 47 \-- \-- \-- \-- \-- \-- \-- 100 23 18 14 45 0.65 0.52 0.40

47- 54 \-- \-- \-- \-- \-- \-- \-- 100 23 18 14 45 0.01 0.54 0.42

54- 62 \-- \-- \-- \-- \-- \-- \-- 100 23 20 12 45 0.01 0.51 0.45

62- 76 \-- \-- \-- \-- \-- \-- \-- 100 22 20 12 45 0.01 0.48 0.21

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 5 65 35 22 2 14 16 24 9 20 22 53.3 28.5 18.2

5- 10 59 41 29 2 13 13 21 9 24 29 46.0 31.5 22.5

10- 14 60 40 32 4 12 13 21 10 23 32 45.8 30.2 24.0

14- 19 58 42 34 4 10 11 21 12 24 34 43.5 31.0 25.5

19- 25 62 38 34 4 8 12 24 14 20 34 46.4 28.3 25.3

25- 33 62 38 31 5 9 11 23 14 20 31 47.3 29.3 23.4

33- 40 61 39 29 4 8 11 23 14 21 29 47.2 30.6 22.2

40- 47 56 44 33 3 7 10 22 13 24 33 41.8 33.5 24.7

47- 54 56 44 34 4 9 10 20 12 23 34 41.5 33.2 25.3

54- 62 54 46 27 4 7 9 21 13 25 27 42.9 36.0 21.1

62- 76 53 47 28 4 8 9 20 13 25 28 41.1 37.0 21.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.68 1.93

0-40 2.26 1.52

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-002 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : READLYN ;

REVISED TO : READLYN ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 10.3 16.2 8.2 6.9 2.8 \-- \-- \-- 34 \--

4011229S 76- 94 2B23 27.1 28.2 44.7 15.3 9.8 15.3 7.8 7.6 4.2 \-- \--
\-- 35 \--

4011230S 94-112 2B3 25.9 29.1 45.0 16.1 10.4 15.5 7.8 7.3 4.0 \-- \--
\-- 35 \--

4011231S 112-127 2C 1 21.2 32.8 46.0 1.0 19.0 10.5 15.6 7.8 7.6 4.5 \--
\-- \-- 35 \--

4011232S 127-152 2C 2 14.7 31.1 54.2 TR 14.2 10.3 18.8 10.1 9.2 5.8 \--
\-- \-- 44 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.51 0.228 0.8 0.83 0.46 1.46 1.53 18.4 10.5

20- 30 1.27 0.124 1.0 0.67 0.40 9.4

30- 43 0.65 0.074 1.3 0.61 0.39 1.40 1.48 18.7 10.3

43- 61 0.35 0.040 1.6 0.57 0.37 1.48 1.58 17.6 10.4

61- 76 0.24 2.0 0.57 0.37 1.64 1.73 14.4 10.4

76- 94 0.13 1.7 0.52 0.37 1.71 1.78 12.7 10.1

94-112 0.12 1.7 0.51 0.38 9.8

112-127 0.08 1.5 0.47 0.42 1.77 1.84 14.5 8.8

127-152 0.05 0.8 0.58 0.40 1.90 1.94 12.2 5.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 27 PCT .1-75MM 36

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-002 PRINT DATE 05/08/00

SAMPLED AS : READLYN ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1450, SAMPLE
40A11224-11232

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 11.0 5.3 0.1 0.2 16.6 11.2 27.8 19.0 60 87 5.5

20- 30 8.9 2.5 0.1 0.2 11.7 10.0 21.7 15.8 54 74 5.2

30- 43 9.6 2.9 0.1 0.2 12.8 7.6 20.4 16.0 63 80 5.1

43- 61 11.5 3.5 0.1 0.2 15.3 5.2 20.5 16.1 75 95 5.3

61- 76 11.9 3.7 0.1 0.2 15.9 3.8 19.7 16.0 81 99 5.8

76- 94 11.4 3.5 0.1 0.2 15.2 3.3 18.5 14.2 82 100 \-- 6.7

94-112 10.7 3.4 0.1 0.2 14.4 1.2 15.6 13.3 92 100 \-- 7.2

112-127 0.1 0.2 9.9 100 3 13 7.9

127-152 TR 0.2 8.5 100 2 7 8.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-002 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : READLYN ;

REVISED TO : READLYN ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1450, SAMPLES 40A11224-11232 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4011224S 0- 8 AP 100 100 100 100 100 100 100 100 89 67 47 33 23 99 91 81
68 64 0.01 0.005 \-- \>100 0.4

4011225S 8- 12 A3 100 100 100 100 100 100 100 100 88 66 49 34 24 98 90
81 68 63 0.01 0.006 \-- \>100 0.4

4011226S 12- 17 B1 100 100 100 100 100 100 100 100 86 63 45 34 26 96 88
79 66 60 0.02 0.006 \-- \>100 0.2

4011227S 17- 24 2B21 100 100 100 100 100 100 100 100 84 57 41 33 28 95
86 76 60 52 0.10 0.014 \-- \>100 \--

4011228S 24- 30 2B22 100 100 100 100 100 100 100 100 88 61 43 34 28 97
90 82 66 56 0.07 0.009 \-- \>100 0.1

4011229S 30- 37 2B23 100 100 100 100 100 100 100 100 86 61 42 33 27 96
88 80 65 55 0.07 0.009 \-- \>100 0.1

4011230S 37- 44 2B3 100 100 100 100 100 100 100 100 87 61 42 32 26 96 89
81 65 55 0.07 0.010 \-- \>100 0.1

4011231S 44- 50 2C 1 100 100 100 100 100 100 100 100 86 60 40 29 21 96
88 80 64 54 0.07 0.012 \-- \>100 0.1

4011232S 50- 60 2C 2 100 100 100 100 100 100 100 100 82 52 29 20 15 94
85 75 56 46 0.12 0.066 \-- \>100 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.53

8- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 17 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.48

17- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.58

24- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.73

30- 37 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.78

37- 44 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

44- 50 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.84

50- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.94

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-002 PRINT DATE 05/08/00

CLASSIFICATION: READLYN ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1450, SAMPLE
40A11224-11232

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 20 22 12 45 11 1.22 0.83 0.46

8- 12 \-- \-- \-- \-- \-- \-- \-- 100 20 22 13 45 10 0.92 0.67 0.40

12- 17 \-- \-- \-- \-- \-- \-- \-- 100 22 19 14 45 9 0.78 0.61 0.39

17- 24 \-- \-- \-- \-- \-- \-- \-- 100 26 13 15 45 9 0.72 0.57 0.37

24- 30 \-- \-- \-- \-- \-- \-- \-- 100 24 15 15 45 0.71 0.57 0.37

30- 37 \-- \-- \-- \-- \-- \-- \-- 100 24 15 15 45 0.68 0.52 0.37

37- 44 \-- \-- \-- \-- \-- \-- \-- 100 25 16 14 45 0.60 0.51 0.38

44- 50 \-- \-- \-- \-- \-- \-- \-- 100 25 18 12 45 0.01 0.47 0.42

50- 60 \-- \-- \-- \-- \-- \-- \-- 100 30 17 8 45 0.01 0.58 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 47 53 30 2 10 12 17 6 32 30 36.1 41.1 22.8

8- 12 48 52 31 3 10 12 17 6 33 31 36.6 39.8 23.6

12- 17 54 46 36 5 11 12 19 7 26 36 39.5 34.2 26.3

17- 24 67 33 39 7 13 14 23 11 17 39 47.9 23.8 28.3

24- 30 62 38 39 4 10 11 22 14 21 39 44.4 27.7 27.9

30- 37 61 39 37 6 10 11 21 13 21 37 44.7 28.2 27.1

37- 44 61 39 35 5 10 11 21 14 22 35 45.0 29.1 25.9

44- 50 58 42 27 6 10 10 20 13 24 27 46.0 32.8 21.2

50- 60 64 36 17 7 11 12 22 12 17 17 54.2 31.1 14.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.58 2.51

0-40 1.55 1.73

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-003 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 6.3 16.8 10.7 8.6 2.7 \-- \-- \-- 39 \--

4010854S 46- 61 B21 28.5 26.3 45.2 14.6 8.7 18.3 8.9 6.7 2.6 \-- \-- \--
36 \--

4010855S 61- 76 B22 28.8 26.4 44.8 14.5 9.0 18.6 8.6 6.0 2.6 \-- \-- \--
36 \--

4010856S 76- 94 B23 28.5 26.6 44.9 15.0 9.1 18.7 8.6 6.5 2.0 \-- \-- \--
36 \--

4010857S 94-114 B31 27.4 27.0 45.6 \-- 15.4 9.0 18.4 8.5 6.5 3.2 \-- \--
\-- 37 \--

4010858S 114-140 B32 27.3 27.5 45.2 \-- 15.2 8.7 18.8 8.1 6.6 3.0 \--
\-- \-- 36 \--

4010859S 140-165 C 1 25.2 28.1 46.7 \-- 17.2 8.9 19.3 8.4 7.3 2.8 \--
\-- \-- 38 \--

4010860S 165-188 C 2 25.8 28.5 45.7 \-- 16.5 9.1 19.2 8.0 6.9 2.5 \--
\-- \-- 37 \--

4010861S 188-213 C 3 26.5 27.2 46.3 \-- 15.5 8.8 19.0 8.1 7.5 2.9 \--
\-- \-- 37 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 13 1.62 0.144 0.9 0.76 0.45 1.52 1.57 16.5 8.3

13- 23 1.32 0.126 0.8 0.65 0.43 10.6

23- 33 0.82 0.086 1.0 0.59 0.40 1.46 1.52 19.4 9.9

33- 46 0.48 0.052 1.2 0.53 0.38 9.4

46- 61 0.29 0.030 1.4 0.52 0.35 1.58 1.66 14.8 10.0

61- 76 0.21 1.3 0.49 0.34 1.65 1.76 14.8 9.9

76- 94 0.15 1.8 0.47 0.36 1.74 1.86 12.9 10.2

94-114 0.10 1.4 0.49 0.37 10.2

114-140 0.07 1.5 0.48 0.37 1.84 1.96 13.2 10.2

140-165 0.05 1.4 0.48 0.40 10.2

165-188 0.04 1.5 0.46 0.40 1.80 1.92 15.7 16.3 10.3

188-213 0.06 2.0 0.43 0.39 10.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 27 PCT .1-75MM 36

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-003 PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1412, SAMPLE
40A10850-10862

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 13 8.5 2.6 0.1 0.2 11.4 9.2 20.6 14.0 55 81 5.9

13- 23 8.9 2.1 0.1 0.2 11.3 11.2 22.5 15.9 50 71 5.3

23- 33 9.4 1.7 TR 0.2 11.3 8.8 20.1 14.5 56 78 5.2

33- 46 9.5 1.6 0.1 0.2 11.4 6.2 17.6 13.1 65 87 5.2

46- 61 12.0 1.7 0.1 0.2 14.0 4.5 18.5 14.8 76 95 5.3

61- 76 12.2 1.7 0.1 0.2 14.2 3.1 17.3 14.0 82 100 \-- 5.6

76- 94 12.0 1.5 0.1 0.2 13.8 3.1 16.9 13.4 82 100 \-- 5.9

94-114 12.1 1.6 0.1 0.2 14.0 2.1 16.1 13.3 87 100 TR 6.4

114-140 11.7 1.6 0.1 0.2 13.6 1.9 15.5 13.0 88 100 TR 6.7

140-165 11.5 1.3 0.1 0.2 13.1 1.2 14.3 12.0 92 100 TR 7.0

165-188 11.5 1.4 0.1 0.2 13.2 1.2 14.4 11.8 92 100 TR 7.3

188-213 0.1 0.2 0.3 0.3 11.4 100 3 TR 7.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-003 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 RG )(- BULK DENSITY -) COLE (- - -WATER
CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

213-229 0.10 0.9 0.44 0.39 9.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 25 PCT .1-75MM 37

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-003 PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1412, SAMPLE
40A10850-10862

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

213-229 0.1 0.3 10.8 100 4 2 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-003 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1412, SAMPLES 40A10850-10862 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010850S 0- 5 AP1 100 100 100 100 100 100 100 100 87 57 37 26 18 99 91
78 60 54 0.10 0.012 \-- \>100 0.1

4010851S 5- 9 AP2 100 100 100 100 100 100 100 100 89 68 49 34 24 99 92
82 70 66 0.01 0.004 \-- \>100 0.4

4010852S 9- 13 A3 100 100 100 100 100 100 100 100 88 65 47 33 25 99 91
81 68 63 0.02 0.005 \-- \>100 0.3

4010853S 13- 18 B1 100 100 100 100 100 100 100 100 86 58 42 31 25 97 89
78 61 55 0.09 0.010 \-- \>100 0.1

4010854S 18- 24 B21 100 100 100 100 100 100 100 100 88 60 43 34 29 97 91
82 63 55 0.08 0.009 \-- \>100 0.1

4010855S 24- 30 B22 100 100 100 100 100 100 100 100 89 60 43 35 29 97 91
83 64 55 0.07 0.009 \-- \>100 0.1

4010856S 30- 37 B23 100 100 100 100 100 100 100 100 89 60 44 34 29 98 92
83 64 55 0.07 0.009 \-- \>100 0.1

4010857S 37- 45 B31 100 100 100 100 100 100 100 100 88 59 43 34 27 97 90
82 63 54 0.08 0.010 \-- \>100 0.1

4010858S 45- 55 B32 100 100 100 100 100 100 100 100 88 60 42 33 27 97 90
82 64 55 0.08 0.010 \-- \>100 0.1

4010859S 55- 65 C 1 100 100 100 100 100 100 100 100 88 58 42 32 25 97 90
81 62 53 0.08 0.013 \-- \>100 0.1

4010860S 65- 74 C 2 100 100 100 100 100 100 100 100 89 59 42 32 26 98 91
83 63 54 0.08 0.011 \-- \>100 0.1

4010861S 74- 84 C 3 100 100 100 100 100 100 100 100 88 59 42 33 27 97 90
81 62 54 0.08 0.012 \-- \>100 0.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 5 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.57

5- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

9- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.52

13- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

18- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.66

24- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.76

30- 37 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.86

37- 45 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

45- 55 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.96

55- 65 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

65- 74 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.92
1.68 1.90 1.45 1.47 1.92 1.69 1.90 0.83 0.83

74- 84 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-003 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1412, SAMPLE
40A10850-10862

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 5 \-- \-- \-- \-- \-- \-- \-- 100 25 20 10 45 11 1.12 0.76 0.45

5- 9 \-- \-- \-- \-- \-- \-- \-- 100 19 23 13 45 10 0.92 0.65 0.43

9- 13 \-- \-- \-- \-- \-- \-- \-- 100 20 21 13 45 10 0.82 0.59 0.40

13- 18 \-- \-- \-- \-- \-- \-- \-- 100 25 17 13 45 9 0.72 0.53 0.38

18- 24 \-- \-- \-- \-- \-- \-- \-- 100 25 14 16 45 10 0.65 0.52 0.35

24- 30 \-- \-- \-- \-- \-- \-- \-- 100 25 14 16 45 0.60 0.49 0.34

30- 37 \-- \-- \-- \-- \-- \-- \-- 100 25 15 16 45 0.59 0.47 0.36

37- 45 \-- \-- \-- \-- \-- \-- \-- 100 25 15 15 45 0.59 0.49 0.37

45- 55 \-- \-- \-- \-- \-- \-- \-- 100 25 15 15 45 0.57 0.48 0.37

55- 65 \-- \-- \-- \-- \-- \-- \-- 100 26 15 14 45 0.57 0.48 0.40

65- 74 \-- \-- \-- \-- \-- \-- \-- 100 25 16 14 22 23 0.56 0.46 0.40 0.5
9.8 0.5 9.8 0.09 0.09

74- 84 \-- \-- \-- \-- \-- \-- \-- 100 25 15 15 45 0.01 0.43 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 5 56 44 23 1 11 16 22 7 23 23 45.7 35.9 18.4

5- 9 45 55 32 1 10 13 16 6 32 32 34.0 41.6 24.4

9- 13 49 51 33 1 11 13 18 6 29 33 37.3 38.1 24.6

13- 18 60 40 32 4 11 14 22 8 23 32 45.1 30.4 24.5

18- 24 63 37 40 4 9 12 26 12 20 40 45.2 26.3 28.5

24- 30 63 37 40 4 8 12 26 13 20 40 44.8 26.4 28.8

30- 37 63 37 40 3 9 12 26 13 21 40 44.9 26.6 28.5

37- 45 63 37 38 4 9 12 25 12 21 38 45.6 27.0 27.4

45- 55 62 38 38 4 9 11 26 12 21 38 45.2 27.5 27.3

55- 65 62 38 34 4 10 11 26 12 23 34 46.7 28.1 25.2

65- 74 62 38 35 3 9 11 26 12 22 35 45.7 28.5 25.8

74- 84 63 37 36 4 10 11 26 12 21 36 46.3 27.2 26.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.18 1.54

0-40 1.86 1.15

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-003 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ;

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1412, SAMPLES 40A10850-10862 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010862S 84- 90 C 4 100 100 100 100 100 100 100 100 88 59 41 31 25 97 90
82 63 54 0.08 0.012 \-- \>100 0.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

84- 90 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-003 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1412, SAMPLE
40A10850-10862

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

84- 90 \-- \-- \-- \-- \-- \-- \-- 100 25 16 14 45 0.02 0.44 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

84- 90 62 38 33 4 9 11 26 12 22 33 46.4 28.8 24.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-004 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : READLYN ;

REVISED TO : READLYN ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 33.5 42.6 TR 18.9 10.5 13.7 7.4 7.3 3.7 \--
\-- \-- 32 \--

4011243S 147-183 C 3 22.9 33.0 44.1 TR 17.8 10.6 14.3 7.7 7.0 4.5 \--
\-- \-- 33 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 23 2.47 0.207 1.0 0.79 0.48 1.46 1.61 24.0 11.9

23- 36 1.19 0.117 1.1 0.62 0.42 12.1

36- 48 0.67 0.072 1.5 0.55 0.40 1.40 1.52 24.3 13.2

48- 58 0.39 0.040 2.2 0.50 0.38 12.5

58- 69 0.27 0.031 2.2 0.50 0.39 1.64 1.77 16.0 11.3

69- 81 0.21 2.2 0.51 0.39 11.1

81- 97 0.14 1.9 0.50 0.40 1.76 1.86 13.1 10.2

97-109 0.12 1.9 0.48 0.41 1.66 1.78 15.2 10.6

109-127 0.08 1.7 0.44 0.41 1.82 1.92 14.2 9.4

127-147 0.08 1.6 0.41 0.40 9.6

147-183 0.05 1.7 0.41 0.41 1.84 1.92 14.7 15.1 9.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 29 PCT .1-75MM 30

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-004 PRINT DATE 05/08/00

SAMPLED AS : READLYN ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1451, SAMPLE
40A11233-11243

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 23 15.0 5.2 0.1 0.2 20.5 7.4 27.9 19.5 73 100 6.3

23- 36 11.3 3.0 0.1 0.3 14.7 10.0 24.7 17.7 60 83 5.2

36- 48 12.8 3.7 0.1 0.3 16.9 7.9 24.8 18.2 68 93 5.2

48- 58 12.5 3.5 0.1 0.3 16.4 5.7 22.1 16.5 74 99 5.3

58- 69 11.7 3.3 0.1 0.2 15.3 4.3 19.6 14.7 78 100 5.6

69- 81 12.0 3.0 0.1 0.2 15.3 3.8 19.1 14.6 80 100 5.8

81- 97 10.4 2.9 0.1 0.2 13.6 2.6 16.2 12.7 84 100 TR 6.4

97-109 0.1 0.2 0.3 0.3 12.4 100 2 TR 7.5

109-127 0.1 0.2 10.2 100 3 12 7.8

127-147 0.1 0.2 9.9 100 3 12 7.8

147-183 0.1 0.2 9.3 100 3 11 7.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-004 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : READLYN ;

REVISED TO : READLYN ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1451, SAMPLES 40A11233-11243 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4011233S 0- 9 AP 100 100 100 100 100 100 100 100 90 68 47 33 25 99 92 84
69 65 0.01 0.004 \-- \>100 0.3

4011234S 9- 14 A3 100 100 100 100 100 100 100 100 92 72 53 38 29 99 93
86 74 70 0.01 0.003 \-- 68.8 0.4

4011235S 14- 19 2B1 100 100 100 100 100 100 100 100 91 74 56 42 33 98 93
87 77 71 0.01 0.003 \-- 47.5 0.4

4011236S 19- 23 2B21 100 100 100 100 100 100 100 100 88 67 50 40 33 96
89 83 70 62 0.02 0.004 \-- 87.7 0.2

4011237S 23- 27 2B22 100 100 100 100 100 100 100 100 87 63 46 36 29 97
89 81 67 57 0.06 0.007 \-- \>100 0.1

4011238S 27- 32 2B23 100 100 100 100 100 100 100 100 87 64 47 36 29 96
89 81 68 58 0.06 0.007 \-- \>100 0.1

4011239S 32- 38 2B24 100 100 100 100 100 100 100 100 86 61 42 32 26 96
88 80 65 55 0.07 0.010 \-- \>100 0.1

4011240S 38- 43 2B3 100 100 100 100 100 100 100 100 87 62 42 33 26 96 89
81 66 55 0.07 0.009 \-- \>100 0.1

4011241S 43- 50 2C 1 100 100 100 100 100 100 100 100 87 61 41 30 23 96
89 81 66 55 0.07 0.010 \-- \>100 0.1

4011242S 50- 58 C 2 100 100 100 100 100 100 100 100 87 63 43 31 24 96 89
82 68 57 0.06 0.008 \-- \>100 0.1

4011243S 58- 72 C 3 100 100 100 100 100 100 100 100 87 62 41 30 23 96 89
81 66 56 0.07 0.009 \-- \>100 0.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.61

9- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.52

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

23- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.77

27- 32 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

32- 38 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.86

38- 43 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.78

43- 50 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.92

50- 58 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

58- 72 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.92
1.67 1.90 1.45 1.47 1.92 1.67 1.90 0.83 0.83

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-004 PRINT DATE 05/08/00

CLASSIFICATION: READLYN ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1451, SAMPLE
40A11233-11243

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 9 \-- \-- \-- \-- \-- \-- \-- 100 19 22 13 45 12 1.13 0.79 0.48

9- 14 \-- \-- \-- \-- \-- \-- \-- 100 16 23 16 45 10 0.87 0.62 0.42

14- 19 \-- \-- \-- \-- \-- \-- \-- 100 16 21 18 45 9 0.76 0.55 0.40

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 21 16 18 45 10 0.68 0.50 0.38

23- 27 \-- \-- \-- \-- \-- \-- \-- 100 23 15 16 45 9 0.67 0.50 0.39

27- 32 \-- \-- \-- \-- \-- \-- \-- 100 23 16 16 45 0.66 0.51 0.39

32- 38 \-- \-- \-- \-- \-- \-- \-- 100 25 16 14 45 0.64 0.50 0.40

38- 43 \-- \-- \-- \-- \-- \-- \-- 100 24 16 14 45 0.01 0.48 0.41

43- 50 \-- \-- \-- \-- \-- \-- \-- 100 25 18 13 45 0.01 0.44 0.41

50- 58 \-- \-- \-- \-- \-- \-- \-- 100 23 18 13 45 0.01 0.41 0.40

58- 72 \-- \-- \-- \-- \-- \-- \-- 100 24 18 13 23 22 0.01 0.41 0.41 0.5
9.8 0.5 9.8 0.08 0.08

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 9 47 53 33 1 9 12 19 6 29 33 35.1 40.3 24.6

9- 14 42 58 40 2 8 10 17 6 34 40 30.0 41.5 28.5

14- 19 43 57 49 3 8 8 15 9 35 49 29.2 38.0 32.8

19- 23 56 44 49 6 10 10 18 13 26 49 38.0 29.3 32.7

23- 27 60 40 41 4 11 11 20 14 23 41 42.6 28.1 29.3

27- 32 58 42 40 5 10 11 19 13 25 40 41.5 29.7 28.8

32- 38 60 40 34 6 10 11 20 14 23 34 45.0 29.5 25.5

38- 43 60 40 35 5 10 10 20 15 22 35 44.5 29.5 26.0

43- 50 58 42 30 5 10 10 19 14 23 30 44.8 32.0 23.2

50- 58 56 44 31 5 10 10 18 14 25 31 42.6 33.5 23.9

58- 72 57 43 30 6 9 10 19 14 23 30 44.1 33.0 22.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.43 2.47

0-40 1.25 1.87

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-005 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KLINGER ;

REVISED TO : KLINGER ; FINE-SILTY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 - -)(- -CLAY- -)(- -SILT- -)(- - - - -
-SAND- - - - - -)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4010863S 0- 23 A1 28.9 62.5 8.6 30.6 3.1 2.4 1.5 1.3 0.3 \-- \-- \-- 5
\--

4010864S 23- 33 A3 28.1 61.9 10.0 30.6 3.3 2.9 1.8 1.6 0.4 \-- \-- \-- 7
\--

4010865S 33- 48 B1 31.1 61.1 7.8 27.5 3.6 1.8 1.1 1.1 0.2 \-- \-- \-- 4
\--

4010866S 48- 66 B21 30.6 59.4 10.0 21.6 5.8 1.9 1.2 0.9 0.2 \-- \-- \--
4 \--

4010867S 66- 79 B22 26.8 57.6 15.6 19.9 7.1 3.9 2.4 1.9 0.3 \-- \-- \--
8 \--

4010868S 79- 91 2B31 20.9 25.6 53.5 14.3 8.3 18.6 12.7 10.9 3.0 \-- \--
\-- 45 \--

4010869S 91-102 2B32 25.6 27.9 46.5 17.0 8.8 15.5 9.7 9.1 3.4 \-- \--
\-- 38 \--

4010870S 102-117 2B33 28.1 31.9 40.0 20.5 9.7 13.6 6.8 7.0 2.9 \-- \--
\-- 30 \--

4010871S 117-132 2C 1 27.9 30.8 41.3 \-- 18.0 10.0 14.4 7.4 6.6 2.9 \--
\-- \-- 31 \--

4010872S 132-163 2C 2 26.9 32.1 41.0 TR 19.9 9.7 13.8 7.2 6.7 3.6 \--
\-- \-- 31 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 23 3.03 0.260 0.8 0.86 0.49 1.28 1.39 26.5 14.3

23- 33 1.24 0.124 0.9 0.72 0.43 12.2

33- 48 0.68 0.081 1.0 0.67 0.41 1.32 1.44 24.2 12.9

48- 66 0.38 0.052 1.0 0.70 0.43 1.37 1.50 21.3 13.1

66- 79 0.27 1.0 0.74 0.46 1.44 1.52 14.4 12.2

79- 91 0.12 1.4 0.55 0.38 8.0

91-102 0.08 1.7 0.51 0.39 1.79 1.84 11.6 9.9

102-117 0.08 2.2 0.49 0.41 1.80 1.86 12.8 11.6

117-132 0.06 2.0 0.48 0.41 1.78 1.84 12.9 11.4

132-163 0.04 2.0 0.47 0.43 1.76 1.83 13.3 11.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 28 PCT .1-75MM 16

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-005 PRINT DATE 05/08/00

SAMPLED AS : KLINGER ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1413, SAMPLE
40A10863-10872

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 23 15.5 5.0 0.2 0.2 20.9 12.7 33.6 24.8 62 84 5.6

23- 33 12.8 3.6 0.1 0.3 16.8 10.0 26.8 20.2 63 83 5.4

33- 48 14.7 4.4 0.1 0.4 19.6 7.9 27.5 20.9 71 94 5.5

48- 66 17.4 5.2 0.1 0.4 23.1 4.5 27.6 21.5 84 100 6.2

66- 79 16.3 4.8 0.1 0.4 21.6 3.6 25.2 19.9 86 100 \-- 6.4

79- 91 9.5 2.8 0.1 0.2 12.6 1.6 14.2 11.4 89 100 \-- 6.6

91-102 11.1 3.1 0.1 0.2 14.5 1.6 16.1 13.1 90 100 TR 6.9

102-117 12.0 3.3 0.1 0.2 15.6 1.6 17.2 13.9 91 100 TR 7.1

117-132 11.4 3.2 0.1 0.2 14.9 1.2 16.1 13.4 93 100 TR 7.4

132-163 0.1 0.2 12.6 100 2 2 7.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-005 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KLINGER ;

REVISED TO : KLINGER ; FINE-SILTY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1413, SAMPLES 40A10863-10872 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010863S 0- 9 A1 100 100 100 100 100 100 100 100 98 93 59 41 29 100 98
97 94 91 \-- 0.001 \-- 53.7 0.5

4010864S 9- 13 A3 100 100 100 100 100 100 100 100 98 92 59 40 28 100 98
96 93 90 \-- 0.001 \-- 59.9 0.4

4010865S 13- 19 B1 100 100 100 100 100 100 100 100 98 94 59 42 31 100 99
98 96 92 \-- 0.001 \-- 40.5 0.5

4010866S 19- 26 B21 100 100 100 100 100 100 100 100 99 93 52 39 31 100
99 98 96 90 \-- 0.001 \-- 43.1 0.5

4010867S 26- 31 B22 100 100 100 100 100 100 100 100 97 88 47 35 27 100
98 95 91 84 \-- 0.001 \-- 73.4 0.4

4010868S 31- 36 2B31 100 100 100 100 100 100 100 100 83 51 35 27 21 97
86 73 55 46 0.13 0.067 \-- \>100 0.1

4010869S 36- 40 2B32 100 100 100 100 100 100 100 100 85 58 43 32 26 97
87 78 62 53 0.08 0.012 \-- \>100 0.1

4010870S 40- 46 2B33 100 100 100 100 100 100 100 100 88 65 49 36 28 97
90 83 70 60 0.05 0.007 \-- \>100 0.1

4010871S 46- 52 2C 1 100 100 100 100 100 100 100 100 89 64 46 35 28 97
90 83 69 59 0.05 0.007 \-- \>100 0.1

4010872S 52- 64 2C 2 100 100 100 100 100 100 100 100 88 64 47 35 27 96
90 82 69 59 0.05 0.007 \-- \>100 0.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.39

9- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

13- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.44

19- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.50

26- 31 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.52

31- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

36- 40 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.84

40- 46 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.86

46- 52 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.84

52- 64 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.83

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-005 PRINT DATE 05/08/00

CLASSIFICATION: KLINGER ; FINE-SILTY, MIXED, MESIC AQUIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1413, SAMPLE
40A10863-10872

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 9 \-- \-- \-- \-- \-- \-- \-- 100 5 34 16 45 12 1.16 0.86 0.49

9- 13 \-- \-- \-- \-- \-- \-- \-- 100 5 34 15 45 10 0.95 0.72 0.43

13- 19 \-- \-- \-- \-- \-- \-- \-- 100 4 33 17 45 8 0.88 0.67 0.41

19- 26 \-- \-- \-- \-- \-- \-- \-- 100 5 32 17 45 7 0.90 0.70 0.43

26- 31 \-- \-- \-- \-- \-- \-- \-- 100 9 32 15 45 0.94 0.74 0.46

31- 36 \-- \-- \-- \-- \-- \-- \-- 100 29 14 11 45 0.68 0.55 0.38

36- 40 \-- \-- \-- \-- \-- \-- \-- 100 25 15 14 45 0.63 0.51 0.39

40- 46 \-- \-- \-- \-- \-- \-- \-- 100 22 17 15 45 0.61 0.49 0.41

46- 52 \-- \-- \-- \-- \-- \-- \-- 100 23 17 15 45 0.58 0.48 0.41

52- 64 \-- \-- \-- \-- \-- \-- \-- 100 22 18 15 45 0.01 0.47 0.43

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 9 12 88 41 TR 2 2 3 4 43 41 8.6 62.5 28.9

9- 13 14 86 39 1 2 3 4 5 43 39 10.0 61.9 28.1

13- 19 11 89 45 TR 2 2 3 5 40 45 7.8 61.1 31.1

19- 26 14 86 44 TR 1 2 3 8 31 44 10.0 59.4 30.6

26- 31 21 79 37 TR 3 3 5 10 27 37 15.6 57.6 26.8

31- 36 68 32 26 4 14 16 24 10 18 26 53.5 25.6 20.9

36- 40 62 37 34 5 12 13 21 12 23 34 46.5 27.9 25.6

40- 46 56 44 39 4 10 9 19 13 29 39 40.0 31.9 28.1

46- 52 57 43 39 4 9 10 20 14 25 39 41.3 30.8 27.9

52- 64 56 44 37 5 9 10 19 13 27 37 41.0 32.1 26.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.30 3.03

0-40 0.30 2.17

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-006 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KLINGER ;

REVISED TO : KLINGER ; FINE-SILTY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1414, SAMPLES 40A10873-10881 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4010873S 0- 18 AP 27.5 59.4 13.1 26.5 5.7 2.9 2.1 1.8 0.6 \-- \-- \-- 7
\--

4010874S 18- 33 A12 29.2 59.5 11.3 26.6 5.5 2.3 1.7 1.4 0.4 \-- \-- \--
6 \--

4010875S 33- 46 A3 29.8 61.1 9.1 26.9 5.6 1.3 0.9 0.9 0.4 \-- \-- \-- 3
\--

4010876S 46- 58 B1 29.8 60.6 9.6 25.9 6.6 0.9 0.6 0.7 0.8 \-- \-- \-- 3
\--

4010877S 58- 71 B21 24.2 63.2 12.6 22.2 9.6 1.3 0.7 0.6 0.4 \-- \-- \--
3 \--

4010878S 71- 84 B22 21.1 59.8 19.1 19.1 12.3 3.2 2.2 1.3 0.1 \-- \-- \--
7 \--

4010879S 84-102 2B3 20.1 28.7 51.2 \-- 14.2 10.4 18.7 11.5 8.0 2.6 \--
\-- \-- 41 \--

4010880S 102-127 2C 1 19.6 38.9 41.5 TR 25.2 10.1 14.6 6.9 7.2 2.7 \--
\-- \-- 31 \--

4010881S 127-173 2C 2 19.9 34.7 45.4 TR 19.7 10.8 15.8 7.6 7.4 3.8 \--
\-- \-- 35 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 3.16 0.248 0.8 0.95 0.51 1.32 1.42 23.3 14.0

18- 33 2.20 0.172 0.7 0.86 0.48 13.9

33- 46 1.16 0.107 0.8 0.77 0.44 1.30 1.42 25.2 13.0

46- 58 0.59 0.061 1.0 0.72 0.43 1.37 1.48 23.0 12.8

58- 71 0.30 0.033 0.8 0.74 0.44 1.42 1.49 14.8 10.7

71- 84 0.23 0.9 0.77 0.45 9.5

84-102 0.12 1.7 0.52 0.40 1.69 1.77 12.7 8.1

102-127 0.06 1.7 0.47 0.43 8.5

127-173 0.04 1.1 0.46 0.40 1.87 1.92 12.8 8.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 25 PCT .1-75MM 12

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S60IA-017-006 PRINT DATE 05/08/00

SAMPLED AS : KLINGER ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1414, SAMPLE
40A10873-10881

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 20.0 5.2 0.1 0.2 25.5 11.5 37.0 26.2 69 97 5.8

18- 33 18.9 4.6 0.1 0.3 23.9 11.0 34.9 25.2 68 95 5.6

33- 46 18.0 5.0 0.1 0.4 23.5 7.4 30.9 23.0 76 100 5.8

46- 58 18.0 5.0 0.1 0.4 23.5 4.3 27.8 21.6 85 100 6.1

58- 71 16.1 4.4 0.1 0.4 21.0 2.4 23.4 18.0 90 100 \-- 6.8

71- 84 14.0 3.8 0.1 0.3 18.2 1.9 20.1 16.3 91 100 \-- 6.9

84-102 0.1 0.2 0.3 0.3 10.5 100 3 TR 7.4

102-127 0.1 0.2 9.3 100 3 15 7.9

127-173 0.1 0.2 9.2 100 3 11 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-006 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KLINGER ;

REVISED TO : KLINGER ; FINE-SILTY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1414, SAMPLES 40A10873-10881 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010873S 0- 7 AP 100 100 100 100 100 100 100 100 97 90 54 38 28 99 98 95
93 87 \-- 0.001 \-- 65.8 0.4

4010874S 7- 13 A12 100 100 100 100 100 100 100 100 98 92 56 40 29 100 98
96 94 89 \-- 0.001 \-- 51.6 0.5

4010875S 13- 18 A3 100 100 100 100 100 100 100 100 98 94 57 41 30 100 99
98 96 91 \-- 0.001 \-- 47.6 0.5

4010876S 18- 23 B1 100 100 100 100 100 100 100 100 98 94 56 40 30 99 98
98 97 90 \-- 0.001 \-- 47.6 0.5

4010877S 23- 28 B21 100 100 100 100 100 100 100 100 99 93 46 33 24 100
99 98 97 87 \-- TR \-- \>100 0.4

4010878S 28- 33 B22 100 100 100 100 100 100 100 100 98 88 40 29 21 100
99 96 93 81 \-- 0.001 \-- \-- \--

4010879S 33- 40 2B3 100 100 100 100 100 100 100 100 87 55 34 26 20 97 89
78 59 49 0.10 0.054 \-- \>100 0.1

4010880S 40- 50 2C 1 100 100 100 100 100 100 100 100 88 64 45 30 20 97
90 83 69 58 0.06 0.009 \-- \>100 0.3

4010881S 50- 68 2C 2 100 100 100 100 100 100 100 100 87 61 40 28 20 96
89 81 65 55 0.07 0.012 \-- \>100 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.42

7- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

13- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.42

18- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.48

23- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.49

28- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

33- 40 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.77

40- 50 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

50- 68 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45 1.92

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S60IA-017-006 PRINT DATE 05/08/00

CLASSIFICATION: KLINGER ; FINE-SILTY, MIXED, MESIC AQUIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1414, SAMPLE
40A10873-10881

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 7 32 15 45 13 1.35 0.95 0.51

7- 13 \-- \-- \-- \-- \-- \-- \-- 100 6 33 16 45 13 1.20 0.86 0.48

13- 18 \-- \-- \-- \-- \-- \-- \-- 100 5 33 16 45 11 1.04 0.77 0.44

18- 23 \-- \-- \-- \-- \-- \-- \-- 100 5 33 16 45 10 0.93 0.72 0.43

23- 28 \-- \-- \-- \-- \-- \-- \-- 100 7 35 13 45 9 0.97 0.74 0.44

28- 33 \-- \-- \-- \-- \-- \-- \-- 100 10 33 12 45 0.95 0.77 0.45

33- 40 \-- \-- \-- \-- \-- \-- \-- 100 28 16 11 45 0.02 0.52 0.40

40- 50 \-- \-- \-- \-- \-- \-- \-- 100 23 21 11 45 0.02 0.47 0.43

50- 68 \-- \-- \-- \-- \-- \-- \-- 100 25 19 11 45 0.02 0.46 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 18 82 38 1 2 3 4 8 37 38 13.1 59.4 27.5

7- 13 16 84 41 1 2 2 3 8 38 41 11.3 59.5 29.2

13- 18 13 87 42 1 1 1 2 8 38 42 9.1 61.1 29.8

18- 23 14 86 42 1 1 1 1 9 37 42 9.6 60.6 29.8

23- 28 17 83 32 1 1 1 2 13 29 32 12.6 63.2 24.2

28- 33 24 76 27 TR 2 3 4 16 24 27 19.1 59.8 21.1

33- 40 64 36 25 3 10 14 23 13 18 25 51.2 28.7 20.1

40- 50 52 48 24 3 9 9 18 13 31 24 41.5 38.9 19.6

50- 68 57 43 25 5 9 9 20 13 25 25 45.4 34.7 19.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.48 3.16

0-40 0.41 2.45

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-017-001 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FLOYD ;

REVISED TO : FLOYD ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.33 0.206 1.0 1.07 0.56 34 10 1.38 1.47 \-- 26.6 22.1 10.0 0.17

20- 41 0.84 0.089 1.1 0.77 0.41 1.52 1.61 \-- 18.5 16.1 7.4 0.13

41- 56 0.48 0.051 1.2 0.69 0.41 1.55 1.69 \-- 16.5 14.2 7.4 0.11

56- 69 0.23 0.029 1.2 0.67 0.41 24 6 1.63 1.74 \-- 15.7 13.6 6.6 0.11

69- 91 0.11 1.5 0.64 0.37 1.65 1.76 \-- 13.6 11.6 5.1 0.11

91-112 0.10 1.4 0.62 0.40 1.75 1.83 \-- 12.3 9.9 4.8 0.09

112-137 0.08 1.4 0.59 0.38 1.76 1.82 \-- 12.2 10.0 5.0 0.09

137-152 0.07 1.3 0.55 0.37 1.70 4.5

0- 20 5.10 0.438 0.6 1.80 0.76 1.23 1.52 \-- 39.6 36.9 15.7 0.26

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 16 PCT .1-75MM 63

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-017-001 PRINT DATE 05/08/00

SAMPLED AS : FLOYD ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1763, SAMPLE
40A13992-14000

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 20 13.9 3.5 0.1 0.1 17.6 7.0 24.6 19.2 1 72 92 5.8 6.2

20- 41 10.2 2.5 0.1 0.2 13.0 5.0 18.0 13.8 1 72 94 5.9 6.5

41- 56 9.1 2.5 0.1 0.2 11.9 3.7 15.6 12.5 1 76 95 6.0 6.7

56- 69 8.4 2.4 0.1 0.2 11.1 2.7 13.8 10.9 1 80 100 6.2 6.9

69- 91 6.9 2.0 0.1 0.2 9.2 1.8 11.0 8.7 1 TR 84 100 6.9 6.4 7.1

91-112 6.1 1.8 0.1 0.2 8.2 1.2 9.4 7.4 1 87 100 \-- 6.6 7.2

112-137 2.5 0.1 0.2 7.8 1 100 36 1 6.8 7.5

137-152 2.2 0.1 0.2 6.7 1 100 37 9 7.2 7.7

0- 20 31.4 6.7 0.1 0.3 38.5 6.2 44.7 37.0 TR 86 100 6.6 6.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 20

20- 41

41- 56

56- 69

69- 91 2.1 0.7 0.3 TR 0.2 24.6 TR 0.33

91-112

112-137

137-152

0- 20

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ESTIMATED BULK DENSITY FOR LAYER 8,

MMHOS/CM OF 1:2 WATER EXTRACT (8I) & EXCH NA AS EXTRACTABLE NA FOR
LAYERS 1, 2, 3, 4, 6, 7, 8, 9,

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-017-001 PRINT DATE 05/08/00

SAMPLED AS : FLOYD ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1763, SAMPLE
40A13992-14000

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

4013996 TCLY MT 3 KK 2 MI 1

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MI mica

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-017-001 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FLOYD ;

REVISED TO : FLOYD ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1763, SAMPLES 40A13992-14000 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4013992S 0- 8 A11 100 100 100 100 100 100 100 100 82 45 32 23 18 98 86
69 48 42 0.17 0.109 0.001 34 10 \>100 2.0

4013993S 8- 16 A12 100 100 100 100 100 100 100 100 81 43 30 23 18 98 85
68 46 40 0.18 0.118 0.001 \>100 3.0

4013994S 16- 22 A3 100 100 100 100 100 100 100 100 79 41 29 22 18 96 84
66 44 38 0.19 0.128 0.001 \>100 3.5

4013995S 22- 27 B1 100 100 100 100 100 96 91 84 62 29 20 16 14 77 65 51
32 26 0.39 0.238 0.001 24 6 \>100 15.2

4013996S 27- 36 B2 100 100 100 100 100 96 91 81 64 27 15 13 11 76 67 52
30 22 0.36 0.226 0.002 \>100 17.3

4013997S 36- 44 B31 100 100 100 100 100 97 94 88 66 26 14 12 11 81 71 53
29 22 0.32 0.220 0.002 \>100 18.3

4013998S 44- 54 2B32 100 100 100 100 100 98 95 89 69 31 16 14 12 83 73
58 34 26 0.28 0.184 0.001 \>100 12.7

4013999S 54- 60 2C 100 100 100 100 100 95 90 80 62 32 16 12 10 74 66 53
36 28 0.37 0.213 0.002 \>100 4.4

4014000S 0- 8 100 100 100 100 100 100 100 100 85 51 37 27 21 99 89 74 53
48 0.14 0.065 0.001 \>100 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.38 1.47 1.68
1.86 1.38 1.39 1.47 1.69 1.86 0.92 0.92

8- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.52 1.61 1.76
1.95 1.52 1.53 1.61 1.76 1.95 0.74 0.74

16- 22 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.55 1.69
1.77 1.97 1.55 1.56 1.69 1.77 1.97 0.71 0.71

22- 27 16 \-- \-- 16 \-- 9 7 84 16 \-- 9 7 84 1.63 1.74 1.81 2.02 1.63
1.64 1.74 1.85 2.02 0.63 0.63

27- 36 19 \-- \-- 19 \-- 9 10 81 19 \-- 9 10 81 1.65 1.76 1.80 2.03 1.65
1.66 1.76 1.84 2.03 0.61 0.61

36- 44 12 \-- \-- 12 \-- 6 6 88 12 \-- 6 6 88 1.75 1.83 1.91 2.09 1.75
1.75 1.83 1.92 2.09 0.51 0.51

44- 54 11 \-- \-- 11 \-- 5 6 89 11 \-- 5 6 89 1.76 1.82 1.92 2.10 1.76
1.76 1.82 1.94 2.10 0.51 0.51

54- 60 20 \-- \-- 20 \-- 10 10 80 20 \-- 10 10 80 1.70

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.23 1.52 1.69
1.77 1.23 1.28 1.52 1.68 1.77 1.15 1.15

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-017-001 PRINT DATE 05/08/00

CLASSIFICATION: FLOYD ; FINE-LOAMY, MIXED, MESIC AQUIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1763, SAMPLE
40A13992-14000

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 30 13 9 18 30 11 0.64 1.37 1.07
0.56 0.2 2.1 0.2 2.1 0.17 0.17

8- 16 \-- \-- \-- \-- \-- \-- \-- 100 34 13 10 19 24 9 0.64 1.01 0.77
0.41 0.2 1.9 0.2 1.9 0.13 0.13

16- 22 \-- \-- \-- \-- \-- \-- \-- 100 36 12 11 19 22 9 0.66 0.86 0.69
0.41 0.2 2.9 0.2 2.9 0.11 0.11

22- 27 10 \-- \-- 10 \-- 6 4 90 43 9 10 20 18 8 0.67 0.85 0.67 0.41 0.2
2.2 0.2 2.2 0.10 0.11

27- 36 12 \-- \-- 12 \-- 6 6 88 45 8 8 23 15 0.68 0.80 0.64 0.37 0.2 2.2
0.2 2.2 0.09 0.11

36- 44 8 \-- \-- 8 \-- 4 4 92 50 8 8 18 16 0.58 0.78 0.62 0.40 1.5 1.5
0.08 0.09

44- 54 7 \-- \-- 7 \-- 3 4 93 47 10 9 18 16 0.64 0.21 0.59 0.38 1.1 1.1
0.08 0.09

54- 60 13 \-- \-- 13 \-- 6 6 87 42 15 8 36 0.59 0.21 0.55 0.37

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 24 13 10 9 45 12 0.68 2.17 1.80
0.76 1.1 7.3 1.3 7.3 0.26 0.26

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 71 29 22 2 15 21 26 7 13 16 22 57.9 24.1 18.0 5.8

8- 16 73 27 22 3 15 21 26 7 12 15 22 59.9 22.2 17.9 5.9

16- 22 76 24 22 5 15 21 27 7 11 13 22 62.0 19.9 18.1 6.0

22- 27 19 19 19 67 14 16 11 16 20 27 8 9 9 19 69.0 14.8 16.2 6.2

27- 36 21 21 21 66 12 12 8 12 21 32 11 11 5 16 72.6 13.7 13.7 6.4 \--
0.3

36- 44 13 13 13 74 13 12 9 13 22 31 10 10 4 14 75.2 12.8 12.0 6.6

44- 54 12 12 12 72 16 13 8 12 20 30 11 12 6 15 71.0 15.7 13.3 6.8

54- 60 22 22 22 58 20 11 9 12 18 25 11 18 8 14 64.9 22.9 12.2 7.2

0- 8 65 35 26 2 12 19 26 7 14 21 26 52.0 27.4 20.6 6.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 3.22 2.33

0-40 3.28 1.58

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-017-002 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : SATTRE TAX.;

REVISED TO : SND TAX.; FINE-LOAMY OVER SANDY OR SANDY-SKELETAL, MIXED,
MESIC UMBRIC DYSTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 1 4F1 4F 4A5 4A1d 4A1h 4D1 4B4 4B1c 4B1c 4B2a
4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.85 0.183 2.1 0.83 0.48 34 10 1.41 1.51 \-- 26.4 23.3 9.7 0.19

20- 28 0.86 0.100 2.2 0.64 0.43 1.44 1.52 \-- 23.9 20.6 8.7 0.17

28- 43 0.49 0.063 2.2 0.64 0.45 1.42 1.48 \-- 24.3 21.2 8.3 0.18

43- 65 0.21 1.9 0.66 0.47 24 6 1.42 1.49 \-- 23.4 20.6 6.8 0.20

65- 84 0.15 1.2 0.69 0.45 1.50 1.57 \-- 20.7 17.0 6.3 0.16

84- 94 0.04 1.0 0.75 0.47 1.60 2.7

94-130 0.03 0.3 1.00 0.67 1.64 \-- 14.8 12.0 1.0 0.18

130-152 0.01 0.3 0.95 0.46 NP 1.70 1.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 13 PCT .1-75MM 49

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-017-002 PRINT DATE 05/08/00

SAMPLED AS : SATTRE TAX.;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1764, SAMPLE
40A14001-14008

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- -CEC- -) EXCH SAR BASE
CARBONATE CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4
6F1a 6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 20 8.2 2.1 TR 0.2 10.5 11.3 0.1 21.8 16.7 TR 48 63 4.8 5.2

20- 28 5.9 1.4 TR 0.1 7.4 10.1 1.6 17.5 13.0 TR 42 57 4.7 5.4

28- 43 4.1 0.9 0.1 0.1 5.2 10.0 1.4 15.2 11.7 1 34 44 4.4 5.2

43- 65 2.1 0.5 0.1 0.1 2.8 9.4 3.3 12.2 9.5 1 23 29 4.1 4.9

65- 84 1.8 0.5 0.1 0.1 2.5 9.4 4.2 11.9 9.7 1 TR 21 26 4.5 4.0 4.8

84- 94 0.7 0.2 TR TR 0.9 4.5 1.7 5.4 4.3 TR 17 21 4.1 4.8

94-130 0.3 0.1 0.1 TR 0.5 1.8 0.4 2.3 1.5 7 22 33 4.3 5.0

130-152 2.0 0.7 0.1 0.1 2.9 1.7 0.1 4.6 3.5 3 63 83 4.7 5.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 20

20- 28

28- 43

43- 65

65- 84 0.4 0.1 0.2 0.1 \-- 32.2 TR 0.11

84- 94

94-130

130-152

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ESTIMATED BULK DENSITY FOR LAYER 6, 8,

MMHOS/CM OF 1:2 WATER EXTRACT (8I) & EXCH NA AS EXTRACTABLE NA FOR
LAYERS 1, 2, 3, 4, 6, 7, 8,

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-017-002 (BREMER COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : SATTRE TAX.;

REVISED TO : SND TAX.; FINE-LOAMY OVER SANDY OR SANDY-SKELETAL, MIXED,
MESIC UMBRIC DYSTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1764, SAMPLES 40A14001-14008 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4014001S 0- 8 AP 100 100 100 100 100 100 100 100 86 56 38 27 20 98 88 78
60 51 0.10 0.047 0.001 34 10 \>100 0.9

4014002S 8- 11 A2 100 100 100 100 100 100 100 100 84 57 38 27 20 97 87
78 61 52 0.09 0.045 0.001 \>100 0.9

4014003S 11- 17 B1 100 100 100 100 100 100 100 100 88 60 39 26 18 98 90
84 65 53 0.07 0.040 0.001 \>100 1.1

4014004S 17- 26 B21 100 100 100 100 100 100 100 100 90 57 32 21 15 98 91
87 64 48 0.09 0.054 0.001 24 6 87.3 2.9

4014005S 26- 33 B22 100 100 100 100 100 100 100 100 80 49 26 19 14 98 82
75 55 40 0.13 0.079 0.001 \>100 5.1

4014006S 33- 37 B31 100 100 100 100 100 100 100 100 39 19 10 8 6 98 43
28 21 16 0.62 0.548 0.016 37.9 7.5

4014007S 37- 51 2C 1 100 100 100 100 100 100 100 100 44 5 3 2 2 97 52 18
6 4 0.56 0.478 0.135 4.2 1.3

4014008S 51- 60 2C 2 100 100 100 100 100 100 100 100 55 6 5 4 4 95 65 26
6 5 0.46 0.383 0.120 NP 3.8 1.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.41 1.51 1.73
1.88 1.41 1.42 1.51 1.74 1.88 0.88 0.88

8- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.44 1.52 1.74
1.90 1.44 1.45 1.52 1.74 1.90 0.84 0.84

11- 17 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.42 1.48
1.72 1.88 1.42 1.43 1.48 1.72 1.88 0.87 0.87

17- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.42 1.49
1.72 1.88 1.42 1.43 1.49 1.71 1.88 0.87 0.87

26- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.50 1.57
1.76 1.93 1.50 1.51 1.57 1.76 1.93 0.77 0.77

33- 37 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.60

37- 51 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.64 1.84
2.02 1.64 1.84 2.02 0.62 0.62

51- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.70

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-017-002 PRINT DATE 05/08/00

CLASSIFICATION: SND TAX.; FINE-LOAMY OVER SANDY OR SANDY-SKELETAL,
MIXED, MESIC UMBRIC DYSTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1764, SAMPLE
40A14001-14008

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 26 16 11 15 32 10 0.58 1.08 0.83
0.48 0.2 2.3 0.2 2.3 0.19 0.19

8- 11 \-- \-- \-- \-- \-- \-- \-- 100 26 17 11 16 30 9 0.60 0.86 0.64
0.43 0.2 1.8 0.2 1.8 0.17 0.17

11- 17 \-- \-- \-- \-- \-- \-- \-- 100 25 19 10 16 30 8 0.54 0.83 0.64
0.45 0.2 1.4 0.2 1.4 0.18 0.18

17- 26 \-- \-- \-- \-- \-- \-- \-- 100 28 18 8 16 30 0.44 0.84 0.66 0.47
0.2 1.6 0.2 1.6 0.20 0.20

26- 33 \-- \-- \-- \-- \-- \-- \-- 100 34 15 8 18 25 0.53 0.84 0.69 0.45
0.2 1.5 0.2 1.5 0.16 0.16

33- 37 \-- \-- \-- \-- \-- \-- \-- 100 50 6 3 40 0.47 0.95 0.75 0.47

37- 51 \-- \-- \-- \-- \-- \-- \-- 100 59 2 1 18 20 1.53 1.00 0.67

51- 60 \-- \-- \-- \-- \-- \-- \-- 100 61 1 2 36 1.24 0.95 0.46

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 61 39 25 2 13 12 22 12 17 22 25 49.0 30.9 20.1 4.8

8- 11 61 39 25 3 13 11 21 12 17 22 25 48.3 31.4 20.3 4.7

11- 17 57 43 22 2 10 8 23 14 18 25 22 46.5 35.2 18.3 4.4

17- 26 61 39 17 3 8 5 27 18 19 20 17 51.9 33.6 14.5 4.1

26- 33 70 30 16 2 19 8 23 17 16 14 16 59.9 26.0 14.1 4.0 \-- 0.1

33- 37 89 11 6 3 58 16 8 5 6 5 6 84.0 10.3 5.7 4.1

37- 51 97 3 2 3 46 35 12 2 1 2 2 95.6 2.9 1.5 4.3

51- 60 99 1 4 5 32 40 21 1 TR 1 4 94.9 1.4 3.7 4.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-037-0011 (CHICKASAW COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 492, SAMPLES 85P 2421- 2426 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2421S 0- 23 AP 16.4 29.5 54.1 14.7 14.8 8.3 18.4 18.9 7.5 1.0 2 1 \--
47 3

85P2422S 23- 36 A1 19.7 32.1 48.2 17.3 14.8 7.4 16.0 16.4 6.8 1.6 1 \--
\-- 41 1

85P2423S 36- 48 A2&BA 22.1 31.3 46.6 17.2 14.1 7.3 14.8 15.7 6.4 2.4 1 1
\-- 41 2

85P2424S 48- 64 2BW1 24.1 28.6 47.3 15.3 13.3 10.5 15.9 12.4 5.8 2.7 1
TR \-- 37 1

85P2425S 64- 79 2BW2 23.7 28.3 48.0 14.6 13.7 10.7 15.7 12.3 5.6 3.7 1
TR \-- 38 1

85P2426S 79- 94 2BW3 20.0 26.2 53.8 13.8 12.4 10.2 16.1 15.5 8.2 3.8 3 1
\-- 46 4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 23 1.72 0.49 8.0

23- 36 1.89 0.46 9.0

36- 48 1.20 0.43 9.5

48- 64 0.45 0.40 9.6

64- 79 0.32 0.38 9.0

79- 94 0.06 0.41 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-037-0011 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 492, SAMPLE 85P 2421-
2426

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 23 6.0 6.5

23- 36 5.2 5.8

36- 48 5.1 5.8

48- 64 4.9 5.6

64- 79 5.0 5.7

79- 94 5.5 6.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-037-0011 (CHICKASAW COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 492, SAMPLES 85P 2421- 2426 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2421S 0- 9 AP 100 100 100 100 100 100 99 97 84 49 30 22 16 96 89 70
53 45 0.15 0.080 0.001 \>100 3.0

85P2422S 9- 14 A1 100 100 100 100 100 100 100 99 87 55 37 26 20 97 91 74
59 51 0.11 0.046 0.001 \>100 1.0

85P2423S 14- 19 A2&BA 100 100 100 100 100 100 99 98 86 56 39 28 22 96 89
74 59 52 0.10 0.043 0.001 \>100 0.7

85P2424S 19- 25 2BW1 100 100 100 100 100 100 100 99 87 58 39 30 24 96 91
78 63 52 0.08 0.043 0.001 \>100 0.6

85P2425S 25- 31 2BW2 100 100 100 100 100 100 100 99 87 57 38 29 23 95 90
78 62 51 0.09 0.045 0.001 \>100 0.7

85P2426S 31- 37 2BW3 100 100 100 100 100 100 99 96 81 50 32 24 19 92 84
70 54 44 0.14 0.075 0.001 \>100 1.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 9 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

9- 14 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

14- 19 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

19- 25 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

25- 31 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

31- 37 4 \-- \-- 4 \-- 1 3 96 4 \-- 1 3 96 1.48

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-037-0011 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 492, SAMPLE 85P 2421-
2426

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 9 2 \-- \-- 2 \-- 1 1 98 29 16 9 45 0.49

9- 14 1 \-- \-- 1 \-- \-- 1 99 27 18 11 45 0.46

14- 19 1 \-- \-- 1 \-- 1 1 99 25 17 12 45 0.43

19- 25 1 \-- \-- 1 \-- TR 1 99 26 16 13 45 0.40

25- 31 1 \-- \-- 1 \-- TR 1 99 26 16 13 45 0.38

31- 37 2 \-- \-- 2 \-- 1 2 98 29 14 11 44 0.41

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 9 4 4 4 62 34 19 1 9 23 22 10 18 18 20 L L 54.1 29.5 16.4 6.0

9- 14 1 1 1 59 39 24 2 8 20 20 9 18 22 25 L L 48.2 32.1 19.7 5.2

14- 19 3 3 3 58 39 28 3 8 20 19 9 18 22 28 L L 46.6 31.3 22.1 5.1

19- 25 1 1 1 62 37 31 4 8 16 21 14 18 20 32 L FSL 47.3 28.6 24.1 4.9

25- 31 1 1 1 62 37 31 5 7 16 21 14 18 19 31 L L 48.0 28.3 23.7 5.0

31- 37 5 5 5 64 31 24 5 10 19 20 13 15 17 25 L FSL 53.8 26.2 20.0 5.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 3.30 1.72

0-40 2.90 1.72

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-037-0012 (CHICKASAW COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 493, SAMPLES 85P 2427- 2432 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2427S 0- 23 AP 22.1 34.4 43.5 19.5 14.9 7.2 14.3 14.4 6.0 1.6 2 1 \--
38 3

85P2428S 23- 33 BA 22.7 29.3 48.0 15.9 13.4 9.2 15.2 12.8 6.9 3.9 4 2
\-- 42 6

85P2429S 33- 48 2BW1 24.0 27.5 48.5 14.6 12.9 10.9 16.0 12.4 5.8 3.4 2 1
\-- 39 3

85P2430S 48- 58 2BW2 23.4 28.0 48.6 14.9 13.1 10.9 16.4 13.2 6.1 2.0 2 1
\-- 40 3

85P2431S 58- 71 2BW2 23.1 28.7 48.2 15.2 13.5 11.8 16.9 12.6 4.9 2.0 2 1
\-- 38 3

85P2432S 71- 86 2BW3 22.8 28.7 48.5 15.5 13.2 11.5 16.8 12.6 5.7 1.9 2 4
\-- 41 6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 23 1.51 0.45 9.9

23- 33 0.77 0.43 9.7

33- 48 0.44 0.41 9.8

48- 58 0.32 0.41 9.7

58- 71 0.23 0.41 9.5

71- 86 0.23 0.40 9.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-037-0012 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 493, SAMPLE 85P 2427-
2432

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 23 5.4 6.2

23- 33 5.3 6.1

33- 48 5.2 5.9

48- 58 5.5 6.2

58- 71 6.3 7.1

71- 86 6.2 7.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-037-0012 (CHICKASAW COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 493, SAMPLES 85P 2427- 2432 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2427S 0- 9 AP 100 100 100 100 100 100 99 98 87 59 41 29 22 96 91 76
62 55 0.08 0.036 0.001 \>100 0.7

85P2428S 9- 13 BA 100 100 100 100 100 100 99 95 82 54 37 28 22 91 85 73
58 49 0.11 0.052 0.001 \>100 0.8

85P2429S 13- 19 2BW1 100 100 100 100 100 100 99 97 85 56 37 29 23 94 88
76 61 50 0.10 0.050 0.001 \>100 0.7

85P2430S 19- 23 2BW2 100 100 100 100 100 100 99 97 86 56 37 28 23 95 89
76 60 50 0.10 0.050 0.001 \>100 0.8

85P2431S 23- 28 2BW2 100 100 100 100 100 100 99 97 87 57 37 28 22 95 90
78 62 50 0.09 0.049 0.001 \>100 0.9

85P2432S 28- 34 2BW3 100 100 100 100 100 98 96 94 84 55 36 27 21 92 87
75 59 48 0.10 0.055 0.001 \>100 1.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 9 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

9- 13 5 \-- \-- 5 \-- 1 4 95 5 \-- 1 4 95 1.48

13- 19 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

19- 23 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

23- 28 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

28- 34 6 \-- \-- 6 \-- 4 2 94 6 \-- 4 2 94 1.48

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-037-0012 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 493, SAMPLE 85P 2427-
2432

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 9 1 \-- \-- 1 \-- 1 1 99 23 18 12 45 0.45

9- 13 3 \-- \-- 3 \-- 1 2 97 25 15 12 44 0.43

13- 19 2 \-- \-- 2 \-- 1 1 98 26 15 13 45 0.41

19- 23 2 \-- \-- 2 \-- 1 1 98 26 15 13 45 0.41

23- 28 2 \-- \-- 2 \-- 1 1 98 26 15 12 45 0.41

28- 34 3 \-- \-- 3 \-- 2 1 97 25 15 12 44 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 9 3 3 3 54 43 28 2 8 18 18 9 19 25 28 L L 43.5 34.4 22.1 5.4

9- 13 6 6 6 58 36 28 5 9 17 20 12 17 21 29 L L 48.0 29.3 22.7 5.3

13- 19 4 4 4 61 35 30 4 8 16 21 14 17 19 32 L SCL 48.5 27.5 24.0 5.2

19- 23 4 4 4 61 35 29 3 8 17 21 14 17 19 31 L L 48.6 28.0 23.4 5.5

23- 28 4 4 4 60 36 29 3 6 16 22 15 18 20 30 L L 48.2 28.7 23.1 6.3

28- 34 8 8 8 58 34 27 2 7 16 22 15 17 20 30 L L 48.5 28.7 22.8 6.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.97 1.51

0-40 2.01 1.14

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-037-0013 (CHICKASAW COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 494, SAMPLES 85P 2433- 2438 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2433S 0- 18 AP 19.5 28.7 51.8 15.5 13.2 7.8 17.1 16.4 7.3 3.2 3 2 \--
47 5

85P2434S 18- 28 BA 18.8 22.4 58.8 11.8 10.6 8.7 17.9 17.4 9.4 5.4 4 6
\-- 55 10

85P2435S 28- 43 2BW1 20.9 28.8 50.3 16.4 12.4 8.8 16.0 15.3 6.8 3.4 2 3
\-- 44 5

85P2436S 43- 56 2BW2 21.4 32.4 46.2 18.1 14.3 10.7 15.0 12.1 5.3 3.1 2
\-- \-- 37 2

85P2437S 56- 66 2BW3 21.0 30.0 49.0 16.3 13.7 11.2 16.7 12.9 5.3 2.9 3 1
\-- 40 4

85P2438S 66- 79 2BW3 20.2 28.9 50.9 14.9 14.0 11.8 17.7 13.7 5.4 2.3 2 1
\-- 41 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.32 0.46 8.9

18- 28 0.47 0.42 7.9

28- 43 0.43 0.41 8.6

43- 56 0.32 0.41 8.7

56- 66 0.27 0.39 8.2

66- 79 0.26 0.41 8.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-037-0013 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 494, SAMPLE 85P 2433-
2438

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 5.6 6.3

18- 28 5.4 6.2

28- 43 5.7 6.5

43- 56 6.0 6.9

56- 66 6.3 7.1

66- 79 6.3 7.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-037-0013 (CHICKASAW COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 494, SAMPLES 85P 2433- 2438 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2433S 0- 7 AP 100 100 100 100 100 99 98 95 81 50 33 24 19 92 85 69 53
46 0.15 0.074 0.001 \>100 1.4

85P2434S 7- 11 BA 100 100 100 100 100 97 94 90 73 42 28 21 17 85 77 61
45 37 0.24 0.134 0.001 \>100 3.5

85P2435S 11- 17 2BW1 100 100 100 100 100 99 97 95 82 52 35 26 20 92 85
71 56 47 0.13 0.063 0.001 \>100 1.0

85P2436S 17- 22 2BW2 100 100 100 100 100 100 100 98 87 59 39 28 21 95 90
78 63 53 0.08 0.042 0.001 \>100 0.9

85P2437S 22- 26 2BW3 100 100 100 100 100 100 99 96 85 55 36 26 20 93 88
76 60 49 0.10 0.053 0.001 \>100 1.1

85P2438S 26- 31 2BW3 100 100 100 100 100 100 99 97 86 54 34 25 20 95 90
76 59 48 0.11 0.058 0.001 \>100 1.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 5 \-- \-- 5 \-- 2 3 95 5 \-- 2 3 95 1.48

7- 11 10 \-- \-- 10 \-- 6 4 90 10 \-- 6 4 90 1.52

11- 17 5 \-- \-- 5 \-- 3 2 95 5 \-- 3 2 95 1.48

17- 22 2 \-- \-- 2 \-- \-- 2 98 2 \-- \-- 2 98 1.46

22- 26 4 \-- \-- 4 \-- 1 3 96 4 \-- 1 3 96 1.47

26- 31 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.48

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-037-0013 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 494, SAMPLE 85P 2433-
2438

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 3 \-- \-- 3 \-- 1 2 97 28 15 10 44 0.46

7- 11 6 \-- \-- 6 \-- 3 2 94 30 12 10 43 0.42

11- 17 3 \-- \-- 3 \-- 2 1 97 27 15 11 44 0.41

17- 22 1 \-- \-- 1 \-- \-- 1 99 25 17 11 45 0.41

22- 26 2 \-- \-- 2 \-- 1 2 98 26 16 11 45 0.39

26- 31 2 \-- \-- 2 \-- 1 1 98 27 15 11 44 0.41

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 6 6 6 60 33 23 4 9 20 21 10 16 19 24 L L 51.8 28.7 19.5 5.6

7- 11 12 12 12 64 24 20 7 12 21 22 11 13 15 23 L SL 58.8 22.4 18.8 5.4

11- 17 6 6 6 60 34 25 4 9 19 20 11 16 21 26 L L 50.3 28.8 20.9 5.7

17- 22 3 3 3 57 40 27 4 7 15 19 14 18 23 27 L L 46.2 32.4 21.4 6.0

22- 26 5 5 5 59 36 25 4 7 16 21 14 17 21 27 L L 49.0 30.0 21.0 6.3

26- 31 4 4 4 61 35 24 3 7 17 22 15 18 19 25 L L 50.9 28.9 20.2 6.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.66 1.32

0-40 2.70 0.84

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-039-0021 (CLARKE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 495, SAMPLES 85P 2439- 2444 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2439S 0- 20 AP 21.7 38.2 40.1 21.4 16.8 6.1 13.6 14.0 5.2 1.2 TR \--
\-- 34 TR

85P2440S 20- 28 A1 22.6 36.7 40.7 21.5 15.2 6.3 13.9 13.8 5.6 1.1 1 1
\-- 36 2

85P2441S 28- 41 BA 26.7 30.6 42.7 17.2 13.4 8.2 14.6 12.3 5.3 2.3 1 2
\-- 36 3

85P2442S 41- 56 2BW1 30.1 28.0 41.9 15.8 12.2 9.7 14.0 10.6 4.9 2.7 2 1
\-- 34 3

85P2443S 56- 71 2BW2 29.7 29.0 41.3 17.0 12.0 10.1 13.9 10.4 4.6 2.3 1 2
\-- 33 3

85P2444S 71- 86 2BW3 20.6 23.3 56.1 11.8 11.5 15.5 22.4 12.2 4.6 1.4 1
\-- \-- 41 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.33 0.51 11.0

20- 28 2.00 0.48 10.8

28- 41 0.64 0.40 10.8

41- 56 0.38 0.40 11.9

56- 71 0.30 0.39 11.5

71- 86 0.22 0.43 8.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-039-0021 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 495, SAMPLE 85P 2439-
2444

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.4 5.8

20- 28 5.5 6.1

28- 41 4.9 5.7

41- 56 4.9 5.7

56- 71 5.5 6.3

71- 86 6.4 7.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-039-0021 (CLARKE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 495, SAMPLES 85P 2439- 2444 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2439S 0- 8 AP 100 100 100 100 100 100 100 100 90 63 43 30 22 99 94 80
66 60 0.05 0.029 0.001 87.5 0.8

85P2440S 8- 11 A1 100 100 100 100 100 100 99 98 88 62 43 31 22 97 91 78
64 58 0.06 0.030 0.001 \>100 0.6

85P2441S 11- 16 BA 100 100 100 100 100 99 98 97 87 60 43 33 26 95 90 78
64 56 0.07 0.034 \-- \>100 0.3

85P2442S 16- 22 2BW1 100 100 100 100 100 100 99 97 87 62 45 35 29 94 90
79 66 56 0.07 0.031 \-- \>100 0.2

85P2443S 22- 28 2BW2 100 100 100 100 100 99 98 97 88 62 45 35 29 95 90
80 67 57 0.06 0.029 \-- \>100 0.2

85P2444S 28- 34 2BW3 100 100 100 100 100 100 100 99 90 52 32 25 20 98 93
81 59 43 0.11 0.067 0.001 \>100 2.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

8- 11 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

11- 16 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.46

16- 22 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

22- 28 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.47

28- 34 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-039-0021 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 495, SAMPLE 85P 2439-
2444

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- \-- TR 100 22 21 12 45 0.51

8- 11 1 \-- \-- 1 \-- 1 1 99 22 20 12 45 0.48

11- 16 2 \-- \-- 2 \-- 1 1 98 23 16 14 45 0.40

16- 22 2 \-- \-- 2 \-- 1 1 98 23 15 16 45 0.40

22- 28 2 \-- \-- 2 \-- 1 1 98 22 16 16 45 0.39

28- 34 1 \-- \-- 1 \-- \-- 1 99 31 13 11 45 0.43

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 51 49 28 2 7 18 17 8 21 27 28 L L 40.1 38.2 21.7 5.4

8- 11 3 3 3 51 46 28 1 7 18 18 8 20 28 29 L L 40.7 36.7 22.6 5.5

11- 16 4 4 4 56 40 35 3 7 17 20 11 18 23 36 L L 42.7 30.6 26.7 4.9

16- 22 4 4 4 57 38 41 4 7 15 20 14 17 23 43 CL CL 41.9 28.0 30.1 4.9

22- 28 4 4 4 56 40 40 3 7 15 20 14 17 24 42 CL CL 41.3 29.0 29.7 5.5

28- 34 1 1 1 70 29 26 2 6 15 28 20 14 15 26 L SCL 56.1 23.3 20.6 6.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.85 2.33

0-40 1.76 1.76

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-039-0022 (CLARKE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 496, SAMPLES 85P 2445- 2450 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2445S 0- 20 AP 22.8 32.7 44.5 18.1 14.6 7.2 15.8 15.3 5.1 1.1 1 2 \--
39 3

85P2446S 20- 33 2BW1 33.4 30.5 36.1 17.7 12.8 9.2 12.0 8.8 3.9 2.2 1 1
\-- 28 2

85P2447S 33- 43 2BW1 33.5 30.4 36.1 18.4 12.0 9.4 12.3 8.8 4.0 1.6 1 2
\-- 29 3

85P2448S 43- 56 2BW2 32.0 31.7 36.3 19.2 12.5 9.9 12.4 8.8 4.0 1.2 2 1
\-- 29 3

85P2449S 56- 71 2BW2 31.3 31.7 37.0 19.8 11.9 9.7 12.1 9.0 4.1 2.1 1 1
\-- 29 2

85P2450S 71- 84 2BW3 31.8 31.8 36.4 18.8 13.0 10.0 12.0 8.6 3.8 2.0 2
\-- \-- 28 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.80 0.48 10.9

20- 33 0.73 0.39 13.0

33- 43 0.48 0.38 12.6

43- 56 0.32 0.37 11.9

56- 71 0.27 0.37 11.7

71- 84 0.30 0.38 12.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-039-0022 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 496, SAMPLE 85P 2445-
2450

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.1 5.7

20- 33 5.0 5.7

33- 43 4.8 5.5

43- 56 4.9 5.6

56- 71 5.1 5.8

71- 84 5.2 6.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-039-0022 (CLARKE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 94, (RP85IA135) CHICKASAW CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 496, SAMPLES 85P 2445- 2450 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2445S 0- 8 AP 100 100 100 100 100 99 98 97 87 58 40 29 22 96 91 76 61
54 0.09 0.039 0.001 \>100 0.6

85P2446S 8- 13 2BW1 100 100 100 100 100 100 99 98 90 68 50 40 33 96 92
83 72 63 0.04 0.020 \-- \>100 0.2

85P2447S 13- 17 2BW1 100 100 100 100 100 99 98 97 89 67 50 40 32 95 92
83 71 62 0.04 0.019 \-- \>100 0.2

85P2448S 17- 22 2BW2 100 100 100 100 100 100 99 97 90 67 50 38 31 96 92
83 71 62 0.04 0.021 \-- \>100 0.2

85P2449S 22- 28 2BW2 100 100 100 100 100 100 99 98 90 67 50 38 31 96 92
83 71 62 0.04 0.020 \-- \>100 0.2

85P2450S 28- 33 2BW3 100 100 100 100 100 100 100 98 90 68 50 38 31 96 92
84 72 62 0.04 0.021 \-- \>100 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.46

8- 13 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

13- 17 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.46

17- 22 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

22- 28 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

28- 33 2 \-- \-- 2 \-- \-- 2 98 2 \-- \-- 2 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-039-0022 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 496, SAMPLE 85P 2445-
2450

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 2 \-- \-- 2 \-- 1 1 98 24 17 12 45 0.48

8- 13 1 \-- \-- 1 \-- 1 1 99 19 16 18 45 0.39

13- 17 2 \-- \-- 2 \-- 1 1 98 19 16 18 45 0.38

17- 22 2 \-- \-- 2 \-- 1 1 98 20 17 17 45 0.37

22- 28 1 \-- \-- 1 \-- 1 1 99 20 17 17 45 0.37

28- 33 1 \-- \-- 1 \-- \-- 1 99 19 17 17 45 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 4 4 4 55 41 28 1 7 20 20 9 19 23 30 L L 44.5 32.7 22.8 5.1

8- 13 3 3 3 53 44 49 3 6 13 18 14 19 27 50 L CL 36.1 30.5 33.4 5.0

13- 17 4 4 4 52 44 48 2 6 13 18 14 18 28 50 CL CL 36.1 30.4 33.5 4.8

17- 22 4 4 4 51 45 45 2 6 13 18 15 18 28 47 CL CL 36.3 31.7 32.0 4.9

22- 28 3 3 3 52 45 44 3 6 13 18 14 17 29 46 CL CL 37.0 31.7 31.3 5.1

28- 33 3 3 3 52 45 45 3 6 13 18 15 19 28 47 CL CL 36.4 31.8 31.8 5.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.95 1.80

0-40 1.52 1.22

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0011 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; COARSE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 331, SAMPLES 85P 1577- 1583 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1577S 0- 20 AP 23.7 65.1 11.2 25.7 39.4 5.1 2.3 3.0 0.6 0.2 TR \--
\-- 6 TR

85P1578S 20- 36 A1 26.1 63.7 10.2 26.4 37.3 5.0 1.9 2.6 0.7 \-- \-- \--
\-- 5 \--

85P1579S 36- 46 A2 24.1 66.2 9.7 26.5 39.7 4.3 1.9 2.8 0.7 \-- \-- \--
\-- 5 \--

85P1580S 46- 56 BA 24.4 62.9 12.7 23.2 39.7 6.9 2.1 2.9 0.8 \-- TR \--
\-- 6 TR

85P1581S 56- 71 BW 21.5 54.0 24.5 16.8 37.2 8.8 5.7 8.2 1.8 \-- \-- \--
\-- 16 \--

85P1582S 71- 89 2BT1 10.9 16.6 72.5 5.2 11.4 5.4 16.9 32.8 15.8 1.6 TR
TR \-- 67 TR

85P1583S 89-102 2BT2 21.1 28.4 50.5 15.4 13.0 8.8 16.6 14.9 6.5 3.7 1 TR
\-- 42 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.55 0.48 11.3

20- 36 1.97 0.44 11.5

36- 46 1.66 0.46 11.1

46- 56 0.88 0.45 11.0

56- 71 0.37 0.43 9.3

71- 89 0.14 0.43 4.7

89-102 0.17 0.40 8.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 56-102: PCT CLAY 17 PCT .1-75MM 43

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0011 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 331, SAMPLE 85P 1577-
1583

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.0 5.4

20- 36 5.0 5.6

36- 46 5.0 5.5

46- 56 4.9 5.4

56- 71 4.8 5.5

71- 89 5.3 6.0

89-102 5.9 6.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0011 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; COARSE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 331, SAMPLES 85P 1577- 1583 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1577S 0- 8 AP 100 100 100 100 100 100 100 100 98 92 49 34 24 100 99
96 94 89 0.03 0.020 0.001 48.4 0.9

85P1578S 8- 14 A1 100 100 100 100 100 100 100 100 99 93 52 37 26 100 99
97 95 90 0.02 0.016 \-- 49.8 0.7

85P1579S 14- 18 A2 100 100 100 100 100 100 100 100 99 93 51 35 24 100 99
96 95 90 0.02 0.019 0.001 47.8 0.9

85P1580S 18- 22 BA 100 100 100 100 100 100 100 100 98 91 48 34 24 100 99
96 94 87 0.03 0.021 0.001 51.8 0.9

85P1581S 22- 28 BW 100 100 100 100 100 100 100 100 96 80 38 28 22 100 98
90 84 75 0.03 0.027 0.001 58.5 2.1

85P1582S 28- 35 2BT1 100 100 100 100 100 100 100 100 74 31 16 13 11 98
83 50 33 28 0.31 0.251 0.002 \>100 9.3

85P1583S 35- 40 2BT2 100 100 100 100 100 100 100 99 85 54 36 27 21 95 89
74 58 49 0.11 0.054 0.001 \>100 0.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

8- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

18- 22 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

22- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

28- 35 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

35- 40 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0011 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; COARSE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 331, SAMPLE 85P 1577-
1583

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- \-- TR 100 6 36 13 45 0.48

8- 14 \-- \-- \-- \-- \-- \-- \-- 100 6 35 14 45 0.44

14- 18 \-- \-- \-- \-- \-- \-- \-- 100 5 36 13 45 0.46

18- 22 TR \-- \-- \-- \-- \-- TR 100 7 34 13 45 0.45

22- 28 \-- \-- \-- \-- \-- \-- \-- 100 13 30 12 45 0.43

28- 35 TR \-- \-- \-- \-- TR TR 100 40 9 6 45 0.43

35- 40 1 \-- \-- 1 \-- TR 1 99 28 16 12 45 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 15 85 31 TR 1 4 3 7 52 34 31 SIL SIL 11.2 65.1 23.7 5.0

8- 14 14 86 35 1 4 3 7 50 36 35 SIL SIL 10.2 63.7 26.1 5.0

14- 18 13 87 32 1 4 3 6 52 35 32 SIL SIL 9.7 66.2 24.1 5.0

18- 22 17 83 32 1 4 3 9 53 31 32 SICL SIL 12.7 62.9 24.4 4.9

22- 28 31 69 27 2 10 7 11 47 21 27 SICL SIL 24.5 54.0 21.5 4.8

28- 35 81 19 12 2 18 37 19 6 13 6 12 SL 72.5 16.6 10.9 5.3

35- 40 1 1 1 63 36 26 5 8 19 21 11 16 20 27 L 50.5 28.4 21.1 5.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.47 2.55

0-40 0.43 2.23

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0012 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 332, SAMPLES 85P 1584- 1588 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1584S 0- 20 AP 22.8 59.0 18.2 21.8 37.2 8.4 3.9 4.6 1.2 0.1 TR \--
\-- 10 TR

85P1585S 20- 33 BW1 23.0 57.4 19.6 19.3 38.1 8.4 4.2 5.8 1.1 0.1 TR \--
\-- 11 TR

85P1586S 33- 48 BW2 19.7 51.7 28.6 15.6 36.1 8.7 7.4 10.3 2.2 \-- TR \--
\-- 20 TR

85P1587S 48- 58 Bw3 13.7 31.0 55.3 9.5 21.5 6.4 17.9 25.0 5.3 0.7 TR TR
\-- 49 TR

85P1588S 58- 79 2Bt1 21.5 27.7 50.8 15.9 11.8 9.5 16.9 15.5 6.2 2.7 1 2
\-- 43 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.90 0.46 10.5

20- 33 0.71 0.46 10.5

33- 48 0.46 0.45 8.9

48- 58 0.25 0.42 5.7

58- 79 0.21 0.42 9.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0012 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 332, SAMPLE 85P 1584-
1588

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.0 5.3

20- 33 5.3 5.9

33- 48 5.2 5.9

48- 58 5.1 5.8

58- 79 5.4 6.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0012 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 332, SAMPLES 85P 1584- 1588 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1584S 0- 8 AP 100 100 100 100 100 100 100 100 98 87 45 31 23 100 99
94 90 82 0.03 0.023 0.001 53.2 1.1

85P1585S 8- 13 BW1 100 100 100 100 100 100 100 100 97 85 42 31 23 100 99
93 89 80 0.03 0.024 0.001 56.2 1.3

85P1586S 13- 19 BW2 100 100 100 100 100 100 100 100 95 76 35 26 20 100
98 87 80 71 0.04 0.029 0.001 58.2 3.5

85P1587S 19- 23 Bw3 100 100 100 100 100 100 100 100 88 48 23 17 14 99 94
69 51 45 0.16 0.089 0.001 \>100 4.2

85P1588S 23- 31 2Bt1 100 100 100 100 100 99 98 97 85 53 36 27 21 94 88
73 57 48 0.12 0.059 0.001 \>100 0.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

8- 13 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

13- 19 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

19- 23 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

23- 31 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0012 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 332, SAMPLE 85P 1584-
1588

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- \-- TR 100 10 32 12 45 0.46

8- 13 TR \-- \-- \-- \-- \-- TR 100 11 31 13 45 0.46

13- 19 TR \-- \-- \-- \-- \-- TR 100 16 28 11 45 0.45

19- 23 TR \-- \-- \-- \-- TR TR 100 30 17 8 45 0.42

23- 31 2 \-- \-- 2 \-- 1 1 98 27 15 12 45 0.42

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 24 76 30 TR 2 6 5 11 48 28 30 SIL SIL 18.2 59.0 22.8 5.0

8- 13 25 75 30 TR 1 8 5 11 49 25 30 SIL SIL 19.6 57.4 23.0 5.3

13- 19 36 64 25 3 13 9 11 45 19 25 SICL SIL 28.6 51.7 19.7 5.2

19- 23 64 36 16 1 6 29 21 7 25 11 16 L SL 55.3 31.0 13.7 5.1

23- 31 4 4 4 62 34 26 3 8 20 22 12 15 20 27 L SCL 50.8 27.7 21.5 5.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.80 1.90

0-40 0.93 1.26

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0013 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 333, SAMPLES 85P 1589- 1594 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1589S 0- 13 AP 20.4 53.6 26.0 17.1 36.5 8.7 7.3 8.8 1.2 \-- TR TR \--
17 TR

85P1590S 13- 23 BT1 11.4 30.0 58.6 7.9 22.1 11.2 22.9 21.7 2.7 0.1 TR
\-- \-- 47 TR

85P1591S 23- 36 BT1 12.6 29.8 57.6 7.7 22.1 12.4 21.8 20.2 2.8 0.4 TR
\-- \-- 45 TR

85P1592S 36- 46 2BT2 22.1 29.4 48.5 16.2 13.2 9.3 16.7 14.1 6.3 2.1 1 1
\-- 40 2

85P1593S 46- 56 2BT2 23.2 28.6 48.2 16.1 12.5 9.5 16.0 13.6 5.9 3.2 3 TR
\-- 41 3

85P1594S 56- 71 2BT3 23.5 29.5 47.0 16.7 12.8 9.4 15.5 12.7 6.2 3.2 2 2
\-- 40 4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 13 1.23 0.46 9.4

13- 23 0.22 0.41 4.7

23- 36 0.18 0.40 5.0

36- 46 0.23 0.40 8.9

46- 56 0.20 0.40 9.2

56- 71 0.18 0.40 9.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 13- 63: PCT CLAY 18 PCT .1-75MM 43

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0013 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 333, SAMPLE 85P 1589-
1594

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 13 5.8 6.1

13- 23 5.4 6.1

23- 36 5.4 6.1

36- 46 5.0 5.8

46- 56 5.1 5.7

56- 71 5.3 5.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0013 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 333, SAMPLES 85P 1589- 1594 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1589S 0- 5 AP 100 100 100 100 100 100 100 100 97 79 37 27 20 100 99
90 83 74 0.04 0.027 0.001 56.9 2.4

85P1590S 5- 9 BT1 100 100 100 100 100 100 100 100 92 48 19 15 11 100 97
75 53 41 0.13 0.085 0.002 89.2 4.8

85P1591S 9- 14 BT1 100 100 100 100 100 100 100 100 92 49 20 16 13 100 97
77 55 42 0.12 0.076 0.001 \>100 5.8

85P1592S 14- 18 2BT2 100 100 100 100 100 100 100 99 87 56 38 28 22 97 91
77 60 51 0.10 0.047 0.001 \>100 0.7

85P1593S 18- 22 2BT2 100 100 100 100 100 100 100 97 85 55 38 29 23 94 88
75 59 50 0.10 0.049 0.001 \>100 0.6

85P1594S 22- 28 2BT3 100 100 100 100 100 99 98 96 84 56 39 29 23 93 87
75 60 51 0.10 0.047 0.001 \>100 0.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 5 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.45

5- 9 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

9- 14 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

14- 18 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

18- 22 3 \-- \-- 3 \-- TR 3 97 3 \-- TR 3 97 1.47

22- 28 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0013 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 333, SAMPLE 85P 1589-
1594

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 5 TR \-- \-- \-- \-- TR TR 100 14 29 11 45 0.46

5- 9 TR \-- \-- \-- \-- \-- TR 100 32 16 6 45 0.41

9- 14 TR \-- \-- \-- \-- \-- TR 100 31 16 7 45 0.40

14- 18 1 \-- \-- 1 \-- TR 1 99 26 16 12 45 0.40

18- 22 2 \-- \-- 2 \-- TR 2 98 26 15 13 45 0.40

22- 28 2 \-- \-- 2 \-- 1 1 98 25 16 13 44 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 5 33 67 26 2 11 9 11 46 21 26 SIL SIL 26.0 53.6 20.4 5.8

5- 9 66 34 13 TR 3 24 26 13 25 9 13 L FSL 58.6 30.0 11.4 5.4

9- 14 66 34 14 TR 3 23 25 14 25 9 14 L FSL 57.6 29.8 12.6 5.4

14- 18 1 1 1 61 37 28 3 8 18 21 12 17 21 28 L L 48.5 29.4 22.1 5.0

18- 22 4 4 4 60 36 29 4 8 18 21 12 16 21 30 L L 48.2 28.6 23.2 5.1

22- 28 5 5 5 58 37 29 4 8 17 20 12 17 22 31 L L 47.0 29.5 23.5 5.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.35 0.95

0-40 3.40 0.54

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0021 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 334, SAMPLES 85P 1595- 1600 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1595S 0- 13 AP 22.7 59.8 17.5 16.8 43.0 10.7 4.1 2.5 0.2 \-- TR TR
\-- 7 TR

85P1596S 13- 23 BT1 21.8 60.7 17.5 16.1 44.6 12.3 3.4 1.8 \-- \-- \--
\-- \-- 5 \--

85P1597S 23- 36 BT1 21.0 61.8 17.2 15.9 45.9 12.8 3.1 1.2 0.1 \-- \--
\-- \-- 4 \--

85P1598S 36- 48 BT2 21.3 62.3 16.4 17.3 45.1 11.8 3.4 1.2 \-- \-- \--
\-- \-- 5 \--

85P1599S 48- 61 BC 21.2 67.4 11.4 18.4 49.0 9.0 1.8 0.6 \-- \-- \-- \--
\-- 2 \--

85P1600S 61- 74 BC 19.9 70.2 9.9 20.2 50.0 8.3 1.0 0.6 \-- \-- \-- \--
\-- 2 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 13 1.17 0.43 9.8

13- 23 0.47 0.42 9.1

23- 36 0.24 0.42 8.8

36- 48 0.20 0.43 9.1

48- 61 0.16 0.44 9.4

61- 74 0.13 0.47 9.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 13- 63: PCT CLAY 21 PCT .1-75MM 4

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0021 PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 334, SAMPLE 85P 1595-
1600

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 13 4.4 4.9

13- 23 4.5 5.0

23- 36 4.7 5.2

36- 48 4.8 5.3

48- 61 5.0 5.4

61- 74 5.2 5.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0021 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 334, SAMPLES 85P 1595- 1600 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1595S 0- 5 AP 100 100 100 100 100 100 100 100 99 89 39 29 23 100 100
97 93 82 0.03 0.025 0.001 56.1 1.7

85P1596S 5- 9 BT1 100 100 100 100 100 100 100 100 100 89 38 28 22 100
100 98 95 82 0.03 0.026 0.001 54.8 2.3

85P1597S 9- 14 BT1 100 100 100 100 100 100 100 100 100 90 37 27 21 100
100 99 96 83 0.03 0.026 0.001 53.0 2.9

85P1598S 14- 19 BT2 100 100 100 100 100 100 100 100 100 90 39 28 21 100
100 99 95 84 0.03 0.025 0.001 51.9 2.3

85P1599S 19- 24 BC 100 100 100 100 100 100 100 100 100 94 40 29 21 100
100 99 98 89 0.03 0.024 0.001 49.4 2.1

85P1600S 24- 29 BC 100 100 100 100 100 100 100 100 100 95 40 28 20 100
100 99 98 90 0.03 0.024 0.001 45.3 2.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 5 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

5- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

9- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

24- 29 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0021 PRINT DATE 05/08/00

CLASSIFICATION: DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 334, SAMPLE 85P 1595-
1600

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 5 TR \-- \-- \-- \-- TR TR 100 10 33 13 45 0.43

5- 9 \-- \-- \-- \-- \-- \-- \-- 100 10 33 12 45 0.42

9- 14 \-- \-- \-- \-- \-- \-- \-- 100 9 34 11 45 0.42

14- 19 \-- \-- \-- \-- \-- \-- \-- 100 9 34 12 45 0.43

19- 24 \-- \-- \-- \-- \-- \-- \-- 100 6 37 12 45 0.44

24- 29 \-- \-- \-- \-- \-- \-- \-- 100 5 38 11 45 0.47

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 5 23 77 29 TR 3 5 14 56 22 29 SIL SIL 17.5 59.8 22.7 4.4

5- 9 22 78 28 2 4 16 57 21 28 SIL SIL 17.5 60.7 21.8 4.5

9- 14 22 78 27 TR 2 4 16 58 20 27 SIL SIL 17.2 61.8 21.0 4.7

14- 19 21 79 27 2 4 15 57 22 27 SIL SIL 16.4 62.3 21.3 4.8

19- 24 14 86 27 1 2 11 62 23 27 SIL SIL 11.4 67.4 21.2 5.0

24- 29 12 88 25 1 1 10 62 25 25 SIL SIL 9.9 70.2 19.9 5.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.78 0.98

0-40 0.79 0.60

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0022 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 335, SAMPLES 85P 1601- 1605 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1601S 0- 15 AP 22.3 67.3 10.4 21.6 45.7 7.2 1.9 1.2 0.1 \-- \-- \--
\-- 3 \--

85P1602S 15- 36 BT1 22.6 61.9 15.5 17.6 44.3 10.7 2.3 2.1 0.4 \-- \--
\-- \-- 5 \--

85P1603S 36- 51 BT2 19.9 66.5 13.6 18.6 47.9 9.5 2.5 1.6 \-- \-- \-- \--
\-- 4 \--

85P1604S 51- 69 BT3 19.1 64.2 16.7 16.5 47.7 12.5 2.4 1.5 0.3 \-- \--
\-- \-- 4 \--

85P1605S 69- 86 BT3 20.3 69.0 10.7 17.7 51.3 7.4 2.1 1.2 \-- \-- \-- \--
\-- 3 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.22 0.44 9.9

15- 36 0.32 0.43 9.8

36- 51 0.22 0.44 8.8

51- 69 0.17 0.46 8.7

69- 86 0.16 0.48 9.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 15- 65: PCT CLAY 21 PCT .1-75MM 4

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0022 PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 335, SAMPLE 85P 1601-
1605

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 4.5 4.9

15- 36 4.6 5.3

36- 51 4.8 5.4

51- 69 4.8 5.4

69- 86 4.9 5.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0022 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 335, SAMPLES 85P 1601- 1605 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1601S 0- 6 AP 100 100 100 100 100 100 100 100 100 94 44 31 22 100 100
99 97 90 0.03 0.023 0.001 49.2 1.3

85P1602S 6- 14 BT1 100 100 100 100 100 100 100 100 99 91 40 30 23 100
100 97 95 84 0.03 0.025 0.001 54.4 1.7

85P1603S 14- 20 BT2 100 100 100 100 100 100 100 100 100 92 38 27 20 100
100 98 96 86 0.03 0.025 0.001 47.4 2.5

85P1604S 20- 27 BT3 100 100 100 100 100 100 100 100 99 90 36 26 19 100
100 98 96 83 0.03 0.026 0.001 47.9 3.9

85P1605S 27- 34 BT3 100 100 100 100 100 100 100 100 100 93 38 27 20 100
100 99 97 89 0.03 0.025 0.001 47.6 2.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

27- 34 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0022 PRINT DATE 05/08/00

CLASSIFICATION: DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 335, SAMPLE 85P 1601-
1605

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 6 37 12 45 0.44

6- 14 \-- \-- \-- \-- \-- \-- \-- 100 8 34 12 45 0.43

14- 20 \-- \-- \-- \-- \-- \-- \-- 100 7 36 11 45 0.44

20- 27 \-- \-- \-- \-- \-- \-- \-- 100 9 35 10 45 0.46

27- 34 \-- \-- \-- \-- \-- \-- \-- 100 6 38 11 45 0.48

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 13 87 29 TR 2 2 9 59 28 29 SIL SIL 10.4 67.3 22.3 4.5

6- 14 20 80 29 1 3 3 14 57 23 29 SIL SIL 15.5 61.9 22.6 4.6

14- 20 17 83 25 2 3 12 60 23 25 SICL SIL 13.6 66.5 19.9 4.8

20- 27 21 79 24 TR 2 3 15 59 20 24 SIL SIL 16.7 64.2 19.1 4.8

27- 34 13 87 25 2 3 9 64 22 25 SIL SIL 10.7 69.0 20.3 4.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.50 1.07

0-40 0.60 0.65

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0023 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLIC HAPLUDALF

REVISED TO : DOWNS ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 336, SAMPLES 85P 1606- 1612 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1606S 0- 20 AP 21.3 69.1 9.6 27.1 42.0 7.2 1.5 0.9 \-- \-- \-- \--
\-- 2 \--

85P1607S 20- 28 E 23.2 67.5 9.3 24.5 43.0 6.9 1.5 0.9 \-- \-- \-- \--
\-- 2 \--

85P1608S 28- 38 BE 21.9 69.0 9.1 26.0 43.0 6.9 1.4 0.8 \-- \-- \-- \--
\-- 2 \--

85P1609S 38- 53 BT1 23.1 66.3 10.6 20.2 46.1 7.6 2.0 1.0 \-- \-- \-- \--
\-- 3 \--

85P1610S 53- 64 BT2 22.4 59.2 18.4 16.2 43.0 14.2 2.8 1.4 \-- \-- \--
\-- \-- 4 \--

85P1611S 64- 76 BT2 21.1 61.6 17.3 16.8 44.8 10.8 3.8 2.7 \-- \-- \--
\-- \-- 6 \--

85P1612S 76- 91 BT3 21.1 61.6 17.3 17.1 44.5 11.5 3.4 2.3 0.1 \-- \--
\-- \-- 6 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.52 0.43 9.2

20- 28 0.75 0.41 9.6

28- 38 0.69 0.42 9.1

38- 53 0.53 0.42 9.6

53- 64 0.24 0.42 9.5

64- 76 0.20 0.45 9.4

76- 91 0.28 0.44 9.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 38- 88: PCT CLAY 22 PCT .1-75MM 5

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-055-0023 PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 336, SAMPLE 85P 1606-
1612

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 4.9 5.4

20- 28 4.6 5.2

28- 38 4.7 5.1

38- 53 4.5 5.1

53- 64 4.7 5.3

64- 76 4.9 5.3

76- 91 4.9 5.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0023 (DELAWARE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DOWNS ; FINE-SILTY, MIXED, MESIC MOLIC HAPLUDALF

REVISED TO : DOWNS ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 63, (RP85IA099) DELAWARE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 336, SAMPLES 85P 1606- 1612 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1606S 0- 8 AP 100 100 100 100 100 100 100 100 100 94 48 32 21 100 100
99 98 90 0.03 0.021 0.001 43.7 1.2

85P1607S 8- 11 E 100 100 100 100 100 100 100 100 100 95 48 33 23 100 100
99 98 91 0.03 0.021 0.001 48.2 1.0

85P1608S 11- 15 BE 100 100 100 100 100 100 100 100 100 95 48 32 22 100
100 99 98 91 0.03 0.021 0.001 45.2 1.1

85P1609S 15- 21 BT1 100 100 100 100 100 100 100 100 100 94 43 31 23 100
100 99 97 89 0.03 0.023 0.001 51.4 1.3

85P1610S 21- 25 BT2 100 100 100 100 100 100 100 100 100 90 39 29 22 100
100 99 96 82 0.03 0.026 0.001 56.4 2.0

85P1611S 25- 30 BT2 100 100 100 100 100 100 100 100 99 89 38 28 21 100
100 97 93 83 0.03 0.026 0.001 52.8 2.5

85P1612S 30- 36 BT3 100 100 100 100 100 100 100 100 99 89 38 28 21 100
100 98 94 83 0.03 0.026 0.001 52.6 2.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

21- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

30- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-055-0023 PRINT DATE 05/08/00

CLASSIFICATION: DOWNS ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 336, SAMPLE 85P 1606-
1612

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 5 38 12 45 0.43

8- 11 \-- \-- \-- \-- \-- \-- \-- 100 5 37 13 45 0.41

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 5 38 12 45 0.42

15- 21 \-- \-- \-- \-- \-- \-- \-- 100 6 36 13 45 0.42

21- 25 \-- \-- \-- \-- \-- \-- \-- 100 10 32 12 45 0.42

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 9 34 12 45 0.45

30- 36 \-- \-- \-- \-- \-- \-- \-- 100 9 34 12 45 0.44

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 12 88 27 1 2 9 53 34 27 SIL SIL 9.6 69.1 21.3 4.9

8- 11 12 88 30 1 2 9 56 32 30 SIL SIL 9.3 67.5 23.2 4.6

11- 15 12 88 28 1 2 9 55 33 28 SIL SIL 9.1 69.0 21.9 4.7

15- 21 14 86 30 1 3 10 60 26 30 SICL SIL 10.6 66.3 23.1 4.5

21- 25 24 76 29 2 4 18 55 21 29 SICL SIL 18.4 59.2 22.4 4.7

25- 30 22 78 27 3 5 14 57 21 27 SICL SIL 17.3 61.6 21.1 4.9

30- 36 22 78 27 TR 3 4 15 56 22 27 SICL SIL 17.3 61.6 21.1 4.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-065-0034 (FAYETTE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 92, (RP85IA133) FAYETTE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 485, SAMPLES 85P 2381- 2386 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2381S 0- 15 AP 27.5 70.6 1.9 23.5 47.1 1.6 0.2 0.1 \-- \-- \-- \--
\-- TR \--

85P2382S 15- 30 BT1 28.4 69.8 1.8 23.2 46.6 1.3 0.3 0.2 \-- \-- \-- \--
\-- TR \--

85P2383S 30- 46 BT1 27.9 70.7 1.4 23.3 47.4 1.2 0.2 \-- \-- \-- \-- \--
\-- TR \--

85P2384S 46- 56 BT2 26.1 72.8 1.1 24.0 48.8 1.0 0.1 \-- \-- \-- \-- \--
\-- TR \--

85P2385S 56- 66 BT2 26.3 72.5 1.2 22.5 50.0 1.1 0.1 \-- \-- \-- \-- \--
\-- TR \--

85P2386S 66- 78 BT3 25.9 72.4 1.7 23.0 49.4 1.6 0.1 \-- \-- \-- \-- \--
\-- TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 0.91 0.43 11.7

15- 30 0.59 0.42 12.0

30- 46 0.41 0.42 11.7

46- 56 0.33 0.42 11.0

56- 66 0.25 0.43 11.3

66- 78 0.22 0.44 11.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 15- 65: PCT CLAY 27 PCT .1-75MM 0

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-065-0034 PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 485, SAMPLE 85P 2381-
2386

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 5.8 6.2

15- 30 4.9 5.4

30- 46 4.6 5.6

46- 56 4.7 5.5

56- 66 4.9 5.7

66- 78 4.9 5.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-065-0034 (FAYETTE COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : NOT DESIGNATED ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 92, (RP85IA133) FAYETTE CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 485, SAMPLES 85P 2381- 2386 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2381S 0- 6 AP 100 100 100 100 100 100 100 100 100 99 51 37 28 100 100
100 100 98 0.02 0.018 \-- 51.6 0.6

85P2382S 6- 12 BT1 100 100 100 100 100 100 100 100 100 99 52 38 28 100
100 100 99 98 0.02 0.017 \-- 52.4 0.5

85P2383S 12- 18 BT1 100 100 100 100 100 100 100 100 100 99 51 37 28 100
100 100 100 99 0.02 0.018 \-- 51.9 0.6

85P2384S 18- 22 BT2 100 100 100 100 100 100 100 100 100 99 50 36 26 100
100 100 100 99 0.02 0.020 \-- 49.8 0.7

85P2385S 22- 26 BT2 100 100 100 100 100 100 100 100 100 99 49 35 26 100
100 100 100 99 0.02 0.020 \-- 51.2 0.7

85P2386S 26- 31 BT3 100 100 100 100 100 100 100 100 100 99 49 35 26 100
100 100 100 98 0.02 0.020 \-- 50.5 0.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

18- 22 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

22- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 31 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-065-0034 PRINT DATE 05/08/00

CLASSIFICATION: DOWNS ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 485, SAMPLE 85P 2381-
2386

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 1 39 15 45 0.43

6- 12 \-- \-- \-- \-- \-- \-- \-- 100 1 38 16 45 0.42

12- 18 \-- \-- \-- \-- \-- \-- \-- 100 1 39 15 45 0.42

18- 22 \-- \-- \-- \-- \-- \-- \-- 100 1 40 14 45 0.42

22- 26 \-- \-- \-- \-- \-- \-- \-- 100 1 40 14 45 0.43

26- 31 \-- \-- \-- \-- \-- \-- \-- 100 1 40 14 45 0.44

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 3 97 38 TR TR 2 65 32 38 SICL SICL 1.9 70.6 27.5 5.8

6- 12 3 97 40 TR TR 2 65 32 40 SICL SICL 1.8 69.8 28.4 4.9

12- 18 2 98 39 TR 2 66 32 39 SICL SICL 1.4 70.7 27.9 4.6

18- 22 1 99 35 TR 1 66 32 35 SICL SIL 1.1 72.8 26.1 4.7

22- 26 2 98 36 TR 1 68 31 36 SIL SIL 1.2 72.5 26.3 4.9

26- 31 2 98 35 TR 2 67 31 35 SIL SIL 1.7 72.4 25.9 4.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.07 0.86

0-40 0.06 0.67

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-001 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : CRESCO ;

REVISED TO : CRESCO ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40

4010697S 25- 32 A3 28.0 47.6 24.4 28.1 3.8 8.1 5.8 5.6 1.1 \-- \-- \--
21 \--

4010698S 32- 46 B1 29.1 41.6 29.3 24.5 5.9 9.7 6.7 5.4 1.6 \-- \-- \--
23 \--

4010699S 46- 56 2B21 33.8 30.2 36.0 17.0 8.2 12.0 7.5 6.4 1.9 \-- \--
\-- 28 \--

4010700S 56- 76 2B22 34.5 29.4 36.1 16.4 9.2 12.0 7.1 6.1 1.7 \-- \--
\-- 27 \--

4010701S 76-102 2B23 32.8 30.4 36.8 17.3 9.1 12.3 6.9 5.9 2.6 \-- \--
\-- 28 \--

4010702S 102-124 2B3 31.6 30.5 37.9 17.4 9.5 12.5 7.2 6.3 2.4 \-- \--
\-- 28 \--

4010703S 124-147 2B3 31.5 31.5 37.0 18.1 9.0 11.3 6.5 6.2 4.0 \-- \--
\-- 28 \--

4010704S 147-168 2C 1 31.3 30.9 37.8 17.5 9.2 12.6 6.5 6.5 3.0 \-- \--
\-- 29 \--

4010705S 168-178 2C 2 30.8 33.1 36.1 19.1 9.2 11.5 6.5 6.0 2.9 \-- \--
\-- 27 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 3.23 0.284 0.94 0.47 12.5

18- 25 2.64 0.230 0.80 0.45 12.9

25- 32 1.61 0.153 0.69 0.40 1.22 11.2

32- 46 0.93 0.090 0.61 0.37 10.8

46- 56 0.54 0.050 0.57 0.34 11.4

56- 76 0.36 0.029 0.54 0.32 1.52 11.2

76-102 0.27 0.53 0.34 1.66 11.0

102-124 0.22 0.51 0.35 11.2

124-147 0.20 0.47 0.37 11.7

147-168 0.18 0.47 0.40 1.76 12.6

168-178 0.19 0.44 0.41 12.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 46- 96: PCT CLAY 34 PCT .1-75MM 27

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-001 PRINT DATE 05/08/00

SAMPLED AS : CRESCO ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1397, SAMPLE
40A10695-10705

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 18 13.0 2.8 0.1 0.4 16.3 14.6 30.9 25.1 TR TR 53 65 5.3

18- 25 11.0 2.3 0.1 0.2 13.6 15.9 29.5 22.6 TR TR 46 60 5.1

25- 32 8.7 2.0 0.1 0.2 11.0 14.6 25.6 19.2 1 TR 43 57 5.0

32- 46 8.4 2.3 0.1 0.2 11.0 10.1 21.1 17.8 1 TR 52 62 4.9

46- 56 10.1 2.8 0.1 0.2 13.2 9.7 22.9 19.4 1 1 58 68 4.9

56- 76 11.0 2.6 0.1 0.2 13.9 8.2 22.1 18.7 1 1 63 74 4.9

76-102 12.2 2.9 0.1 0.2 15.4 5.3 20.7 17.4 1 1 74 89 5.3

102-124 12.8 2.8 0.1 0.2 15.9 2.9 18.8 16.0 1 TR 85 99 6.5

124-147 12.8 3.0 0.1 0.2 16.1 1.6 17.7 14.9 1 TR 91 100 7.6

147-168 12.8 3.2 0.1 0.2 16.3 0.8 17.1 14.8 1 TR 95 100 7.8

168-178 3.2 0.1 0.2 0.4 13.5 1 TR 100 5 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 18 2.6 1.0 0.4 0.1 55.3 TR 0.40

18- 25 2.3 0.8 0.4 \-- 55.8 TR 0.40

25- 32 2.1 0.8 0.4 \-- 49.6 TR 0.40

32- 46 1.8 0.7 0.5 0.1 46.7 TR 0.40

46- 56 1.4 0.5 0.5 0.1 50.2 TR 0.30

56- 76 1.1 0.2 0.5 0.1 54.2 TR 0.20

76-102 1.2 0.4 0.5 0.1 47.5 TR 0.30

102-124 1.3 0.5 0.4 \-- 57.5 TR 0.30

124-147 1.6 0.8 0.4 \-- 55.5 TR 0.30

147-168 2.2 0.8 0.4 \-- 59.6 TR 0.40

168-178 2.6 0.2 0.5 0.1 57.2 TR 0.40

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-001 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : CRESCO ;

REVISED TO : CRESCO ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1397, SAMPLES 40A10695-10705 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010695S 0- 7 AP 100 100 100 100 100 100 100 100 90 74 53 37 27 99 92 85
76 72 0.01 0.003 \-- 75.1 0.4

4010696S 7- 10 A12 100 100 100 100 100 100 100 100 93 79 57 40 28 99 94
88 80 77 0.01 0.002 \-- 57.4 0.4

4010697S 10- 13 A3 100 100 100 100 100 100 100 100 92 78 56 39 28 99 93
87 79 76 0.01 0.002 \-- 60.8 0.4

4010698S 13- 18 B1 100 100 100 100 100 100 100 100 91 74 54 39 29 98 93
86 77 71 0.01 0.003 \-- 64.2 0.4

4010699S 18- 22 2B21 100 100 100 100 100 100 100 100 90 69 51 41 34 98
92 84 72 64 0.01 0.003 \-- 72.3 0.2

4010700S 22- 30 2B22 100 100 100 100 100 100 100 100 90 69 51 41 35 98
92 85 73 64 0.01 0.003 \-- 70.7 0.2

4010701S 30- 40 2B23 100 100 100 100 100 100 100 100 90 68 50 40 33 97
91 85 72 63 0.01 0.003 \-- 81.2 0.2

4010702S 40- 49 2B3 100 100 100 100 100 100 100 100 89 67 49 39 32 98 91
84 72 62 0.02 0.004 \-- 94.9 0.2

4010703S 49- 58 2B3 100 100 100 100 100 100 100 100 88 68 50 39 32 96 90
83 72 63 0.01 0.004 \-- 87.5 0.2

4010704S 58- 66 2C 1 100 100 100 100 100 100 100 100 89 67 49 38 31 97
91 84 71 62 0.02 0.004 \-- 96.1 0.2

4010705S 66- 70 2C 2 100 100 100 100 100 100 100 100 89 69 50 38 31 97
91 85 73 64 0.01 0.004 \-- 84.3 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

13- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

18- 22 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

22- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

30- 40 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

40- 49 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

49- 58 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

58- 66 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

66- 70 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-001 PRINT DATE 05/08/00

CLASSIFICATION: CRESCO ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1397, SAMPLE
40A10695-10705

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 15 25 15 45 11 1.16 0.94 0.47

7- 10 \-- \-- \-- \-- \-- \-- \-- 100 13 26 16 45 11 1.04 0.80 0.45

10- 13 \-- \-- \-- \-- \-- \-- \-- 100 13 26 15 45 11 0.91 0.69 0.40

13- 18 \-- \-- \-- \-- \-- \-- \-- 100 16 23 16 45 10 0.73 0.61 0.37

18- 22 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 11 0.68 0.57 0.34

22- 30 \-- \-- \-- \-- \-- \-- \-- 100 20 16 19 45 12 0.64 0.54 0.32

30- 40 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 0.63 0.53 0.34

40- 49 \-- \-- \-- \-- \-- \-- \-- 100 21 17 17 45 0.60 0.51 0.35

49- 58 \-- \-- \-- \-- \-- \-- \-- 100 20 17 17 45 0.56 0.47 0.37

58- 66 \-- \-- \-- \-- \-- \-- \-- 100 21 17 17 45 0.55 0.47 0.40

66- 70 \-- \-- \-- \-- \-- \-- \-- 100 20 18 17 45 0.57 0.44 0.41

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 37 63 36 1 9 10 12 5 37 36 27.5 45.9 26.6 0.4

7- 10 33 67 40 1 7 8 11 5 40 40 23.3 48.3 28.4 0.4

10- 13 34 66 39 2 8 8 11 5 39 39 24.4 47.6 28.0 0.4

13- 18 41 59 41 2 8 9 14 8 35 41 29.3 41.6 29.1 0.4

18- 22 54 46 51 3 10 11 18 12 26 51 36.0 30.2 33.8 0.3

22- 30 55 45 53 3 9 11 18 14 25 53 36.1 29.4 34.5 0.2

30- 40 55 45 49 4 9 10 18 14 26 49 36.8 30.4 32.8 0.3

40- 49 55 45 46 4 9 11 18 14 25 46 37.9 30.5 31.6 0.3

49- 58 54 46 46 6 9 9 16 13 26 46 37.0 31.5 31.5 0.3

58- 66 55 45 46 4 9 9 18 13 25 46 37.8 30.9 31.3 0.4

66- 70 52 48 45 4 9 9 17 13 28 45 36.1 33.1 30.8 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.03 3.23

0-40 0.96 2.38

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-002 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : PROTIVIN ;

REVISED TO : PROTIVIN ; FINE-LOAMY, MIXED, MESIC AQUIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5
-20 -75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4011204S 0- 18 AP 30.6 48.9 20.5 29.2 2.6 6.4 5.2 5.4 0.9 \-- \-- \-- 18
\--

4011205S 18- 25 A12 31.7 49.7 18.6 30.0 2.4 6.1 4.7 4.6 0.8 \-- \-- \--
16 \--

4011206S 25- 36 A3 31.5 49.2 19.3 29.5 2.6 5.9 4.6 4.9 1.3 \-- \-- \--
17 \--

4011207S 36- 46 B1 32.8 46.0 21.2 26.6 4.5 6.7 4.1 4.3 1.6 \-- \-- \--
17 \--

4011208S 46- 56 2B21 31.6 34.3 34.1 19.2 8.3 11.2 5.8 5.7 3.1 \-- \--
\-- 26 \--

4011209S 56- 71 2B22 32.5 30.7 36.8 16.8 9.5 12.3 6.9 6.3 1.8 \-- \--
\-- 27 \--

4011210S 71- 94 2B23 31.6 32.4 36.0 18.8 9.1 11.0 6.4 5.7 3.8 \-- \--
\-- 27 \--

4011211S 94-117 2B3 31.4 31.6 37.0 17.8 9.6 12.0 6.8 5.8 2.8 \-- \-- \--
27 \--

4011212S 117-152 2C 28.2 35.3 36.5 18.8 9.3 11.2 6.4 6.0 3.6 \-- \-- \--
27 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 4.80 0.398 1.02 0.55 16.8

18- 25 2.71 0.235 0.84 0.48 15.1

25- 36 1.46 0.142 0.77 0.43 13.5

36- 46 0.73 0.078 0.70 0.38 12.6

46- 56 0.38 0.038 0.60 0.34 10.8

56- 71 0.30 0.023 0.52 0.33 10.6

71- 94 0.21 0.49 0.35 10.9

94-117 0.21 0.45 0.36 11.3

117-152 0.21 0.41 0.38 10.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 46- 94: PCT CLAY 32 PCT .1-75MM 27

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-002 PRINT DATE 05/08/00

SAMPLED AS : PROTIVIN ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1448, SAMPLE
40A11204-11212

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 18 17.6 3.5 0.1 0.3 21.5 19.0 40.5 31.2 TR TR 53 69 5.2

18- 25 15.9 3.3 0.1 0.2 19.5 16.1 35.6 26.7 TR TR 55 73 5.4

25- 36 16.6 4.0 0.1 0.2 20.9 9.4 30.3 24.1 TR TR 69 87 5.7

36- 46 17.6 4.2 0.1 0.3 22.2 5.8 28.0 22.9 TR TR 79 97 6.2

46- 56 15.2 3.4 0.1 0.2 18.9 4.5 23.4 18.8 1 TR 81 100 6.5

56- 71 14.0 3.2 0.1 0.2 17.5 2.9 20.4 16.8 1 TR 86 100 6.9

71- 94 13.0 3.2 \-- 0.2 16.4 2.4 18.8 15.5 \-- TR 87 100 7.2

94-117 2.1 0.1 0.2 0.4 14.2 1 TR 17 2 7.8

117-152 2.6 \-- 0.2 \-- 11.6 \-- TR 100 24 6 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 18 1.6 0.9 0.3 \-- 62.5 TR 0.30

18- 25 2.0 0.6 0.5 \-- 63.1 TR 0.40

25- 36 1.8 0.6 0.4 \-- 57.5 TR 0.40

36- 46 1.7 0.6 0.4 \-- 54.5 TR 0.40

46- 56 1.5 0.6 0.4 \-- 52.7 TR 0.30

56- 71 1.6 0.6 0.4 \-- 52.8 TR 0.30

71- 94 1.7 0.6 0.4 \-- 56.9 TR 0.30

94-117 3.0 0.6 0.5 \-- 52.7 TR 0.50

117-152 2.5 \-- 0.5 0.1 48.3 TR 0.50

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-002 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : PROTIVIN ;

REVISED TO : PROTIVIN ; FINE-LOAMY, MIXED, MESIC AQUIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1448, SAMPLES 40A11204-11212 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4011204S 0- 7 AP 100 100 100 100 100 100 100 100 92 81 60 42 31 99 94 88
82 79 \-- 0.002 \-- 44.6 0.5

4011205S 7- 10 A12 100 100 100 100 100 100 100 100 93 83 62 44 32 99 95
90 84 81 \-- 0.002 \-- 39.1 0.5

4011206S 10- 14 A3 100 100 100 100 100 100 100 100 93 82 61 43 32 99 94
89 83 81 \-- 0.002 \-- 40.4 0.5

4011207S 14- 18 B1 100 100 100 100 100 100 100 100 93 81 59 43 33 98 94
90 83 79 \-- 0.002 \-- 38.0 0.4

4011208S 18- 22 2B21 100 100 100 100 100 100 100 100 90 71 51 39 32 97
91 85 74 66 0.01 0.003 \-- 71.5 0.3

4011209S 22- 28 2B22 100 100 100 100 100 100 100 100 90 69 49 39 33 98
92 85 73 63 0.01 0.003 \-- 85.0 0.2

4011210S 28- 37 2B23 100 100 100 100 100 100 100 100 89 69 50 39 32 96
90 84 73 64 0.01 0.004 \-- 79.6 0.2

4011211S 37- 46 2B3 100 100 100 100 100 100 100 100 90 68 49 38 31 97 91
85 73 63 0.01 0.004 \-- 89.6 0.2

4011212S 46- 60 2C 100 100 100 100 100 100 100 100 89 69 47 36 28 96 90
84 73 63 0.01 0.004 \-- \>100 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

18- 22 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

22- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

28- 37 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

37- 46 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

46- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-002 PRINT DATE 05/08/00

CLASSIFICATION: PROTIVIN ; FINE-LOAMY, MIXED, MESIC AQUIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1448, SAMPLE
40A11204-11212

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 11 27 17 45 12 1.32 1.02 0.55

7- 10 \-- \-- \-- \-- \-- \-- \-- 100 10 27 17 45 12 1.12 0.84 0.48

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 11 27 17 45 10 0.96 0.77 0.43

14- 18 \-- \-- \-- \-- \-- \-- \-- 100 12 25 18 45 9 0.85 0.70 0.38

18- 22 \-- \-- \-- \-- \-- \-- \-- 100 19 19 17 45 10 0.74 0.60 0.34

22- 28 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 13 0.63 0.52 0.33

28- 37 \-- \-- \-- \-- \-- \-- \-- 100 20 18 17 45 0.60 0.49 0.35

37- 46 \-- \-- \-- \-- \-- \-- \-- 100 20 17 17 45 0.09 0.45 0.36

46- 60 \-- \-- \-- \-- \-- \-- \-- 100 20 19 15 45 0.10 0.41 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 30 70 44 1 8 7 9 4 42 44 20.5 48.9 30.6 0.3

7- 10 27 73 46 1 7 7 9 4 44 46 18.6 49.7 31.7 0.4

10- 14 28 72 46 2 7 7 9 4 43 46 19.3 49.2 31.5 0.4

14- 18 32 68 49 2 6 6 10 7 40 49 21.2 46.0 32.8 0.4

18- 22 50 50 46 5 8 8 16 12 28 46 34.1 34.3 31.6 0.3

22- 28 55 45 48 3 9 10 18 14 25 48 36.8 30.7 32.5 0.3

28- 37 53 47 46 6 8 9 16 13 27 46 36.0 32.4 31.6 0.3

37- 46 54 46 46 4 8 10 17 14 26 46 37.0 31.6 31.4 0.5

46- 60 51 49 39 5 8 9 16 13 26 39 36.5 35.3 28.2 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.67 4.80

0-40 0.64 3.11

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-003 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : PROTIVIN ;

REVISED TO : PROTIVIN ; FINE-LOAMY, MIXED, MESIC AQUIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 \-- \-- \-- 28 \--

4011222S 114-132 2C 1 30.1 33.0 36.9 18.8 9.4 12.4 6.2 6.0 2.9 \-- \--
\-- 27 \--

4011223S 132-152 2C 2 29.1 33.6 37.3 17.1 9.8 12.5 6.2 6.2 2.6 \-- \--
\-- 27 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 3.96 0.326 0.91 0.49 13.9

15- 25 2.43 0.214 0.79 0.45 13.0

25- 38 1.13 0.114 0.69 0.40 11.0

38- 48 0.45 0.050 0.70 0.40 9.1

48- 58 0.20 0.021 0.64 0.40 5.8

58- 74 0.26 0.021 0.55 0.35 11.4

74- 86 0.22 0.52 0.34 11.3

86-102 0.19 0.49 0.36 11.9

102-114 0.16 0.48 0.36 11.6

114-132 0.15 0.43 0.39 11.6

132-152 0.14 0.43 0.43 12.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 58-102: PCT CLAY 33 PCT .1-75MM 28

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-003 PRINT DATE 05/08/00

SAMPLED AS : PROTIVIN ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1449, SAMPLE
40A11213-11223

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 15 12.8 2.9 0.1 0.2 16.0 18.9 34.9 25.9 TR TR 46 62 4.9

15- 25 11.7 2.4 0.1 0.2 14.4 15.5 29.9 22.7 TR TR 48 63 5.0

25- 38 11.3 2.8 0.1 0.2 14.4 10.9 25.3 19.2 1 1 57 75 5.2

38- 48 11.1 3.0 0.1 0.2 14.4 4.9 19.3 16.1 1 TR 75 89 5.5

48- 58 7.1 2.0 \-- 0.1 9.2 2.4 11.6 9.4 TR TR 79 98 6.0

58- 74 14.4 3.4 0.1 0.2 18.1 2.9 21.0 17.6 1 TR 86 100 6.5

74- 86 14.4 3.5 0.1 0.2 18.2 2.5 20.7 17.3 1 TR 88 100 6.9

86-102 13.2 3.3 0.1 0.2 16.8 1.6 18.4 16.0 1 TR 91 100 7.3

102-114 16.5 3.0 0.1 0.2 19.8 0.8 20.6 15.2 1 TR 96 100 7.8

114-132 3.0 0.1 0.2 \-- 13.0 1 TR 100 25 8 8.1

132-152 2.9 0.1 0.2 \-- 12.4 1 TR 100 26 9 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 15 2.1 0.9 0.4 \-- 58.1 TR 0.40

15- 25 1.7 0.8 0.4 \-- 54.6 TR 0.40

25- 38 1.2 0.8 0.5 0.1 49.8 TR 0.30

38- 48 1.4 0.9 0.5 0.1 43.7 TR 0.40

48- 58 1.5 1.2 0.5 \-- 31.7 TR 0.40

58- 74 1.5 0.8 0.4 \-- 54.6 TR 0.30

74- 86 1.4 0.9 0.4 \-- 54.8 TR 0.30

86-102 1.3 0.8 0.4 \-- 57.4 TR 0.30

102-114 2.8 1.2 0.6 \-- 56.8 TR 0.50

114-132 2.7 1.4 0.6 0.1 58.1 TR 0.50

132-152 2.2 1.6 0.6 0.1 52.9 TR 0.50

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-003 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : PROTIVIN ;

REVISED TO : PROTIVIN ; FINE-LOAMY, MIXED, MESIC AQUIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1449, SAMPLES 40A11213-11223 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4011213S 0- 6 AP 100 100 100 100 100 100 100 100 92 80 57 40 28 99 94 88
81 78 \-- 0.002 \-- 56.6 0.5

4011214S 6- 10 A12 100 100 100 100 100 100 100 100 93 81 59 41 29 99 94
88 82 79 \-- 0.002 \-- 53.8 0.5

4011215S 10- 15 A3 100 100 100 100 100 100 100 100 91 78 56 39 28 98 92
86 79 77 0.01 0.002 \-- 61.9 0.5

4011216S 15- 19 2B11 100 100 100 100 100 100 100 100 84 59 42 30 23 97
87 74 60 57 0.09 0.008 \-- \>100 0.1

4011217S 19- 23 2B12 100 100 100 100 100 100 100 100 74 28 19 17 15 97
80 57 30 25 0.27 0.198 \-- \>100 \>100

4011218S 23- 29 2B21 100 100 100 100 100 100 100 100 89 66 48 38 32 98
91 83 70 61 0.02 0.004 \-- \>100 0.2

4011219S 29- 34 2B22 100 100 100 100 100 100 100 100 90 68 50 40 33 98
92 85 72 63 0.01 0.003 \-- 82.7 0.2

4011220S 34- 40 2B23 100 100 100 100 100 100 100 100 90 69 51 40 33 97
91 85 73 64 0.01 0.003 \-- 72.1 0.2

4011221S 40- 45 2B3 100 100 100 100 100 100 100 100 90 68 49 39 32 98 91
85 72 62 0.01 0.004 \-- 95.5 0.2

4011222S 45- 52 2C 1 100 100 100 100 100 100 100 100 90 68 49 38 30 97
91 85 72 63 0.01 0.004 \-- 94.3 0.2

4011223S 52- 60 2C 2 100 100 100 100 100 100 100 100 90 68 46 36 29 97
91 85 72 63 0.01 0.004 \-- \>100 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

23- 29 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

29- 34 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

34- 40 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

40- 45 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

45- 52 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

52- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-003 PRINT DATE 05/08/00

CLASSIFICATION: PROTIVIN ; FINE-LOAMY, MIXED, MESIC AQUIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1449, SAMPLE
40A11213-11223

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 12 27 16 45 12 1.23 0.91 0.49

6- 10 \-- \-- \-- \-- \-- \-- \-- 100 11 28 16 45 11 1.05 0.79 0.45

10- 15 \-- \-- \-- \-- \-- \-- \-- 100 13 27 15 45 10 0.91 0.69 0.40

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 24 19 13 45 9 0.84 0.70 0.40

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 41 6 8 45 10 0.79 0.64 0.40

23- 29 \-- \-- \-- \-- \-- \-- \-- 100 22 16 18 45 12 0.65 0.55 0.35

29- 34 \-- \-- \-- \-- \-- \-- \-- 100 20 16 18 45 0.63 0.52 0.34

34- 40 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 0.56 0.49 0.36

40- 45 \-- \-- \-- \-- \-- \-- \-- 100 21 17 18 45 0.64 0.48 0.36

45- 52 \-- \-- \-- \-- \-- \-- \-- 100 20 18 16 45 0.11 0.43 0.39

52- 60 \-- \-- \-- \-- \-- \-- \-- 100 20 18 16 45 0.11 0.43 0.43

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 30 70 40 1 7 9 9 4 41 40 21.7 49.9 28.4 0.4

6- 10 29 71 40 1 7 9 9 4 42 40 20.8 50.6 28.6 0.4

10- 15 32 68 38 2 8 9 9 3 40 38 23.1 49.2 27.7 0.3

15- 19 56 44 30 4 13 17 18 4 24 30 43.0 34.0 23.0 0.4

19- 23 87 13 17 4 20 26 32 5 6 17 74.6 10.8 14.6 0.4

23- 29 58 42 47 4 10 11 20 13 23 47 39.4 28.4 32.2 0.3

29- 34 55 45 49 3 9 10 19 14 25 49 37.1 29.9 33.0 0.3

34- 40 53 47 49 4 9 10 17 14 28 49 35.8 31.3 32.9 0.3

40- 45 56 44 47 4 9 10 19 14 24 47 37.8 30.2 32.0 0.5

45- 52 53 47 43 4 9 9 18 13 27 43 36.9 33.0 30.1 0.5

52- 60 53 47 41 4 9 9 18 14 24 41 37.3 33.6 29.1 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.76 3.70

0-40 0.83 2.48

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-004 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : CLYDE ;

REVISED TO : CLYDE ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 2B12G 25.4 42.4 32.2 25.7 6.1 9.9 6.3 6.5 3.4
\-- \-- \-- 26 \--

4010682S 63- 76 2B2 G 31.1 54.4 14.5 33.3 2.7 3.9 2.7 3.1 2.1 \-- \--
\-- 12 \--

4010683S 76- 94 2C 1G 28.7 61.1 10.2 33.3 4.2 2.7 1.0 1.2 1.1 \-- \--
\-- 6 \--

4010684S 94-112 3C 2G 10.7 16.4 72.9 7.1 8.4 24.5 16.0 16.1 7.9 \-- \--
\-- 64 \--

4010685S 112-140 3C 3G 5.4 9.3 85.3 4.2 6.2 28.0 22.0 19.2 9.9 \-- \--
\-- 79 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 7.40 0.601 1.27 0.65 23.6

18- 30 6.78 0.589 1.40 0.72 23.0

30- 41 6.31 0.561 1.47 0.80 22.0

41- 51 1.19 0.109 1.05 0.47 9.9

51- 63 0.62 0.059 0.89 0.43 10.8

63- 76 0.36 0.82 0.43 13.4

76- 94 0.26 0.82 0.45 12.8

94-112 0.09 0.65 0.42 4.5

112-140 0.04 0.83 0.48 2.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 26 PCT .1-75MM 20

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-004 PRINT DATE 05/08/00

SAMPLED AS : CLYDE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1395, SAMPLE
40A10677-10685

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 18 34.9 7.5 0.1 0.4 42.9 14.1 57.0 45.7 TR TR 75 94 6.0

18- 30 34.4 6.9 0.1 0.2 41.6 13.3 54.9 44.9 TR TR 76 93 6.1

30- 41 31.5 6.2 0.1 0.2 38.0 12.8 50.8 40.3 TR TR 75 94 5.9

41- 51 17.4 4.3 0.1 0.2 22.0 4.1 26.1 22.1 TR TR 84 100 6.4

51- 63 17.7 4.9 0.1 0.2 22.9 3.3 26.2 22.6 TR TR 87 100 6.6

63- 76 19.7 6.0 0.1 0.2 26.0 3.3 29.3 25.5 TR TR 89 100 6.6

76- 94 20.6 5.4 0.1 0.3 26.4 2.9 29.3 23.5 TR TR 90 100 \-- 6.7

94-112 5.2 1.4 \-- 0.1 6.7 1.6 8.3 7.0 TR TR 81 96 \-- 6.7

112-140 3.3 0.9 \-- 0.1 4.3 1.2 5.5 4.5 TR TR 78 96 \-- 7.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 18 2.3 1.8 0.4 \-- 81.2 TR 0.50 0.25

18- 30 2.7 2.1 0.4 \-- \-- 80.8 TR 0.50 \--

30- 41 3.3 2.2 0.4 \-- \-- 78.7 TR 0.60 \--

41- 51 2.0 1.9 0.4 \-- 43.2 TR 0.50

51- 63 1.1 2.1 0.4 \-- 47.3 TR 0.40

63- 76 2.1 1.3 0.4 \-- 61.9 TR 0.40

76- 94 1.9 0.9 0.4 \-- 62.3 TR 0.30

94-112 2.5 1.4 0.6 \-- 26.2 TR 0.50

112-140 2.5 1.4 0.6 0.1 24.2 TR 0.50

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-004 PRINT DATE 05/08/00

SAMPLED AS : CLYDE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1395, SAMPLE
40A10677-10685

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

MINERAL INTERPRETATION:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-004 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : CLYDE ;

REVISED TO : CLYDE ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1395, SAMPLES 40A10677-10685 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010677S 0- 7 AP 100 100 100 100 100 100 100 100 98 93 70 50 36 100 99
98 94 91 \-- 0.001 \-- 24.6 0.5

4010678S 7- 12 A12 100 100 100 100 100 100 100 100 96 86 65 45 32 99 97
94 88 83 \-- 0.002 \-- 36.0 0.5

4010679S 12- 16 A13 100 100 100 100 100 100 100 100 94 78 56 39 27 99 95
91 82 72 0.01 0.003 \-- 63.7 0.5

4010680S 16- 20 2B11G 100 100 100 100 100 100 100 100 89 64 42 29 21 98
90 83 69 57 0.06 0.009 \-- \>100 0.1

4010681S 20- 25 2B12G 100 100 100 100 100 100 100 100 89 71 51 36 25 97
90 84 74 68 0.01 0.004 \-- 91.3 0.4

4010682S 25- 30 2B2 G 100 100 100 100 100 100 100 100 94 87 64 44 31 98
95 92 88 85 \-- 0.002 \-- 39.0 0.5

4010683S 30- 37 2C 1G 100 100 100 100 100 100 100 100 97 92 62 42 29 99
98 97 94 90 \-- 0.001 \-- 53.1 0.5

4010684S 37- 44 3C 2G 100 100 100 100 100 100 100 100 72 32 18 14 11 92
76 60 36 27 0.25 0.172 \-- \>100 69.4

4010685S 44- 55 3C 3G 100 100 100 100 100 100 100 100 65 18 10 7 5 90 71
49 21 15 0.35 0.259 0.002 \>100 31.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

30- 37 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

37- 44 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

44- 55 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-004 PRINT DATE 05/08/00

CLASSIFICATION: CLYDE ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1395, SAMPLE
40A10677-10685

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 5 30 20 45 12 1.58 1.27 0.65

7- 12 \-- \-- \-- \-- \-- \-- \-- 100 10 28 18 45 12 1.72 1.40 0.72

12- 16 \-- \-- \-- \-- \-- \-- \-- 100 15 25 15 45 11 1.85 1.47 0.80

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 23 20 11 45 11 1.24 1.05 0.47

20- 25 \-- \-- \-- \-- \-- \-- \-- 100 18 23 14 45 11 1.03 0.89 0.43

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 8 30 17 45 0.94 0.82 0.43

30- 37 \-- \-- \-- \-- \-- \-- \-- 100 6 33 16 45 1.02 0.82 0.45

37- 44 \-- \-- \-- \-- \-- \-- \-- 100 40 9 6 45 0.78 0.65 0.42

44- 55 \-- \-- \-- \-- \-- \-- \-- 100 47 5 3 45 1.02 0.83 0.48

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 14 86 56 TR 2 2 6 5 53 56 9.2 54.7 36.1 0.5

7- 12 26 74 47 1 4 4 9 8 48 47 17.4 50.6 32.0 0.5

12- 16 38 62 38 2 6 5 12 14 39 38 27.8 44.8 27.4 0.6

16- 20 54 46 27 3 10 9 17 15 26 27 42.6 36.4 21.0 0.5

20- 25 43 57 34 5 9 8 13 8 34 34 32.2 42.4 25.4 0.4

25- 30 21 79 45 3 4 4 6 4 48 45 14.5 54.4 31.1 0.4

30- 37 14 86 40 2 2 1 4 6 47 40 10.2 61.1 28.7 0.3

37- 44 82 18 12 9 18 18 27 9 8 12 72.9 16.4 10.7 0.5

44- 55 90 10 6 10 20 23 30 7 4 6 85.3 9.3 5.4 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.25 7.40

0-40 0.53 6.94

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-005 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ;

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 AR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 2.11 0.168 1.09 0.54 8.2

18- 28 0.74 0.072 0.75 0.42 1.48 6.4

28- 38 0.39 0.044 0.64 0.38 7.3

38- 48 0.31 0.034 0.59 0.36 1.48 9.2

48- 58 0.35 0.033 0.56 0.35 11.6

58- 79 0.32 0.028 0.57 0.36 1.62 13.0

79- 89 0.24 0.56 0.36 12.7

89- 97 0.20 0.59 0.39 1.68 13.0

97-114 0.16 0.50 0.38 11.6

114-140 0.14 0.47 0.39 1.79 11.3

140-165 0.12 0.45 0.39 11.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 28- 78: PCT CLAY 30 PCT .1-75MM 27

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-005 PRINT DATE 05/08/00

SAMPLED AS : LOURDES ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1415, SAMPLE
40A10882-10892

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 18 12.2 2.0 0.1 0.1 14.4 6.9 21.3 16.6 1 TR 68 87 6.3

18- 28 8.0 1.2 \-- 0.1 9.3 5.3 14.6 11.5 \-- TR 64 81 5.8

28- 38 8.8 1.4 \-- 0.1 10.3 4.9 15.2 12.5 \-- TR 68 82 5.6

38- 48 9.8 1.8 \-- 0.2 11.8 5.7 17.5 14.8 \-- TR 67 80 5.2

48- 58 11.2 2.5 \-- 0.2 13.9 8.6 22.5 18.6 \-- TR 62 75 4.8

58- 79 13.5 3.2 0.1 0.3 17.1 7.8 24.9 20.9 TR TR 69 82 4.9

79- 89 15.6 3.8 0.1 0.2 19.7 3.3 23.0 19.7 1 TR 86 100 6.3

89- 97 16.8 3.8 0.1 0.2 20.9 2.5 23.4 19.8 1 TR 89 100 \-- 7.3

97-114 3.3 0.1 0.2 \-- 15.3 1 TR 100 24 8 8.0

114-140 3.2 0.1 0.2 \-- 13.8 1 TR 100 25 11 8.1

140-165 3.0 0.1 0.2 \-- 13.5 1 TR 100 24 9 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 18 3.9 1.6 0.8 \-- 41.1 TR 0.60

18- 28 2.9 0.8 0.5 \-- 34.7 TR 0.40

28- 38 2.7 1.0 0.6 0.1 37.2 TR 0.50

38- 48 1.9 0.5 0.5 0.1 42.3 TR 0.40

48- 58 1.4 0.4 0.4 0.1 51.5 TR 0.30

58- 79 1.3 0.6 0.4 0.1 53.3 TR 0.30

79- 89 2.3 0.8 0.5 \-- 55.2 TR 0.40

89- 97 2.7 1.2 0.6 \-- 51.8 TR 0.50

97-114 4.0 1.1 0.6 \-- 47.9 TR 0.50

114-140 3.6 1.4 0.6 \-- 52.1 TR 0.50

140-165 3.8 1.5 0.6 0.1 47.1 TR 0.50

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-005 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ;

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1415, SAMPLES 40A10882-10892 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010882S 0- 7 AP 100 100 100 100 100 100 100 100 87 68 41 26 15 98 89 81
70 66 0.01 0.005 \-- \>100 0.8

4010883S 7- 11 A21 100 100 100 100 100 100 100 100 89 71 47 28 15 98 91
83 73 69 0.01 0.005 \-- \>100 1.3

4010884S 11- 15 A22 100 100 100 100 100 100 100 100 89 71 48 31 19 97 91
84 73 68 0.01 0.005 \-- \>100 0.7

4010885S 15- 19 B21 100 100 100 100 100 100 100 100 89 68 47 34 25 98 91
83 71 63 0.01 0.005 \-- \>100 0.3

4010886S 19- 23 2B22 100 100 100 100 100 100 100 100 89 69 51 40 33 97
91 84 73 64 0.01 0.003 \-- 73.9 0.2

4010887S 23- 31 2B23 100 100 100 100 100 100 100 100 91 71 54 43 37 98
92 87 75 66 0.01 0.002 \-- 51.1 0.2

4010888S 31- 35 2B24 100 100 100 100 100 100 100 100 91 72 53 42 35 98
93 87 76 67 0.01 0.002 \-- 52.8 0.3

4010889S 35- 38 2B3 100 100 100 100 100 100 100 100 90 70 51 41 34 97 91
86 74 64 0.01 0.003 \-- 69.1 0.2

4010890S 38- 45 2C 1 100 100 100 100 100 100 100 100 91 71 50 38 31 97
92 86 75 65 0.01 0.003 \-- 79.0 0.3

4010891S 45- 55 2C 2 100 100 100 100 100 100 100 100 89 70 49 37 29 97
91 85 73 64 0.01 0.004 \-- 90.3 0.3

4010892S 55- 65 2C 3 100 100 100 100 100 100 100 100 90 70 50 38 30 97
92 86 74 65 0.01 0.004 \-- 82.4 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

23- 31 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

31- 35 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

35- 38 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

38- 45 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

45- 55 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

55- 65 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-005 PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1415, SAMPLE
40A10882-10892

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 19 28 8 45 13 1.40 1.09 0.54

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 17 29 8 45 10 0.95 0.75 0.42

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 17 27 11 45 9 0.78 0.64 0.38

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 20 21 14 45 9 0.69 0.59 0.36

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 11 0.68 0.56 0.35

23- 31 \-- \-- \-- \-- \-- \-- \-- 100 18 16 20 45 11 0.68 0.57 0.36

31- 35 \-- \-- \-- \-- \-- \-- \-- 100 18 17 19 45 0.66 0.56 0.36

35- 38 \-- \-- \-- \-- \-- \-- \-- 100 19 17 18 45 0.70 0.59 0.39

38- 45 \-- \-- \-- \-- \-- \-- \-- 100 19 19 17 45 0.12 0.50 0.38

45- 55 \-- \-- \-- \-- \-- \-- \-- 100 20 19 16 45 0.12 0.47 0.39

55- 65 \-- \-- \-- \-- \-- \-- \-- 100 19 19 16 45 0.11 0.45 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 40 60 18 3 10 10 13 5 31 18 34.0 50.8 15.2 0.6

7- 11 37 63 18 2 8 9 12 5 38 18 31.1 53.5 15.4 0.4

11- 15 39 61 24 3 8 9 13 6 35 24 31.8 48.8 19.4 0.5

15- 19 49 51 34 3 9 10 17 10 29 34 36.7 38.0 25.3 0.4

19- 23 54 46 49 4 10 9 17 13 27 49 36.0 31.0 33.0 0.3

23- 31 53 47 57 4 8 9 18 14 27 57 33.8 29.7 36.5 0.3

31- 35 51 49 54 3 8 9 17 14 28 54 33.0 31.9 35.1 0.4

35- 38 53 47 51 5 9 9 18 14 27 51 35.5 30.9 33.6 0.5

38- 45 50 50 45 4 8 9 16 14 27 45 34.8 34.3 30.9 0.5

45- 55 50 50 41 5 8 9 16 13 28 41 35.7 35.0 29.3 0.5

55- 65 50 50 43 4 8 9 16 14 29 43 35.2 34.8 30.0 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.24 2.11

0-40 1.99 1.25

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-006 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : RICEVILLE ;

REVISED TO : RICEVILLE ; FINE-LOAMY, MIXED, MESIC UDOLLIC OCHRAQUALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.78 0.235 0.96 0.48 11.5

20- 30 0.51 0.065 0.61 0.37 8.1

30- 41 0.35 0.044 0.57 0.38 8.3

41- 51 0.32 0.039 0.52 0.34 10.0

51- 61 0.31 0.037 0.52 0.35 12.0

61- 74 0.24 0.53 0.37 13.2

74- 86 0.22 0.54 0.37 12.7

86-104 0.19 0.54 0.37 12.5

104-124 0.16 0.55 0.39 12.8

124-135 0.12 0.50 0.41 13.2

135-160 0.12 0.45 0.40 12.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 51- 91: PCT CLAY 35 PCT .1-75MM 25

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-006 PRINT DATE 05/08/00

SAMPLED AS : RICEVILLE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1452, SAMPLE
40A11244-11254

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 20 14.1 4.4 \-- 0.2 18.7 10.1 28.8 23.2 \-- TR 65 81 6.0

20- 30 6.2 1.8 \-- 0.1 8.1 9.2 17.3 13.2 \-- 1 47 61 5.2

30- 41 6.2 1.7 \-- 0.2 8.1 6.9 15.0 12.6 \-- TR 54 64 5.1

41- 51 8.1 2.2 \-- 0.2 10.5 8.2 18.7 15.1 \-- 1 56 70 4.7

51- 61 9.4 3.0 0.1 0.2 12.7 8.6 21.3 18.0 1 TR 60 71 4.6

61- 74 10.3 3.6 0.1 0.3 14.3 8.6 22.9 19.0 1 TR 62 75 4.6

74- 86 11.0 3.4 0.1 0.3 14.8 7.4 22.2 18.7 1 TR 67 79 4.7

86-104 11.8 3.8 0.1 0.3 16.0 5.7 21.7 18.2 1 1 74 88 5.2

104-124 13.7 3.6 0.1 0.2 17.6 3.7 21.3 18.0 1 TR 83 98 6.6

124-135 14.3 3.5 0.1 0.3 18.2 1.6 19.8 16.2 1 TR 92 100 7.6

135-160 2.9 0.1 0.3 0.4 13.9 1 TR 24 5 8.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 20 3.3 2.4 0.5 0.1 51.5 TR 0.50

20- 30 1.3 0.6 0.5 0.1 37.0 TR 0.30

30- 41 1.3 0.8 0.5 0.1 39.0 TR 0.30

41- 51 1.3 0.6 0.5 0.1 46.4 TR 0.30

51- 61 1.2 0.3 0.4 0.1 56.9 TR 0.20

61- 74 0.8 0.8 0.4 0.1 59.4 TR 0.20

74- 86 1.0 0.5 0.4 0.1 65.1 TR 0.20

86-104 0.8 0.5 0.5 0.1 66.1 TR 0.20

104-124 1.4 0.9 0.5 \-- 61.1 TR 0.30

124-135 3.2 1.2 0.5 \-- 54.7 TR 0.40

135-160 2.7 0.9 0.5 \-- 51.6 TR 0.40

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-006 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : RICEVILLE ;

REVISED TO : RICEVILLE ; FINE-LOAMY, MIXED, MESIC UDOLLIC OCHRAQUALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1452, SAMPLES 40A11244-11254 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4011244S 0- 8 AP 100 100 100 100 100 100 100 100 92 78 55 36 24 99 93 87
79 76 0.01 0.003 \-- 89.2 0.5

4011245S 8- 12 A21 100 100 100 100 100 100 100 100 90 74 50 33 22 99 92
85 76 71 0.01 0.004 \-- \>100 0.5

4011246S 12- 16 A22 100 100 100 100 100 100 100 100 89 69 47 32 22 98 91
84 72 66 0.01 0.005 \-- \>100 0.4

4011247S 16- 20 2AB 100 100 100 100 100 100 100 100 89 69 48 37 29 97 91
84 73 64 0.01 0.004 \-- 97.2 0.2

4011248S 20- 24 2B21 100 100 100 100 100 100 100 100 91 71 52 41 35 98
92 86 75 66 0.01 0.003 \-- 60.7 0.2

4011249S 24- 29 2B22 100 100 100 100 100 100 100 100 92 72 53 43 36 98
93 88 76 67 0.01 0.002 \-- 50.6 0.3

4011250S 29- 34 2B23 100 100 100 100 100 100 100 100 91 71 52 42 35 98
92 87 75 66 0.01 0.002 \-- 60.4 0.2

4011251S 34- 41 2B24 100 100 100 100 100 100 100 100 91 70 50 40 34 98
92 86 74 65 0.01 0.003 \-- 70.3 0.2

4011252S 41- 49 2B31 100 100 100 100 100 100 100 100 91 71 51 40 33 98
92 87 75 65 0.01 0.003 \-- 69.0 0.2

4011253S 49- 53 2B32 100 100 100 100 100 100 100 100 90 70 50 39 32 98
92 86 74 65 0.01 0.003 \-- 76.4 0.2

4011254S 53- 63 2C 100 100 100 100 100 100 100 100 91 71 50 38 31 98 92
87 75 65 0.01 0.003 \-- 80.4 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

24- 29 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

29- 34 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

34- 41 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

41- 49 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

49- 53 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

53- 63 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-006 PRINT DATE 05/08/00

CLASSIFICATION: RICEVILLE ; FINE-LOAMY, MIXED, MESIC UDOLLIC OCHRAQUALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1452, SAMPLE
40A11244-11254

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 13 29 13 45 12 1.20 0.96 0.48

8- 12 \-- \-- \-- \-- \-- \-- \-- 100 16 27 12 45 8 0.79 0.61 0.37

12- 16 \-- \-- \-- \-- \-- \-- \-- 100 19 24 12 45 8 0.68 0.57 0.38

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 20 19 16 45 8 0.64 0.52 0.34

20- 24 \-- \-- \-- \-- \-- \-- \-- 100 19 17 19 45 8 0.62 0.52 0.35

24- 29 \-- \-- \-- \-- \-- \-- \-- 100 18 17 20 45 0.63 0.53 0.37

29- 34 \-- \-- \-- \-- \-- \-- \-- 100 19 17 19 45 0.64 0.54 0.37

34- 41 \-- \-- \-- \-- \-- \-- \-- 100 19 17 18 45 0.65 0.54 0.37

41- 49 \-- \-- \-- \-- \-- \-- \-- 100 19 18 18 45 0.65 0.55 0.39

49- 53 \-- \-- \-- \-- \-- \-- \-- 100 19 18 18 45 0.62 0.50 0.41

53- 63 \-- \-- \-- \-- \-- \-- \-- 100 19 19 17 45 0.12 0.45 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 31 69 32 1 8 9 10 4 40 32 23.8 52.1 24.1 0.5

8- 12 37 63 28 2 8 9 12 6 37 28 28.6 49.6 21.8 0.3

12- 16 44 56 28 3 8 10 15 8 32 28 34.2 43.7 22.1 0.3

16- 20 51 49 41 4 8 9 16 13 27 41 36.1 34.7 29.2 0.3

20- 24 53 47 53 3 8 10 17 14 26 53 34.4 31.0 34.6 0.2

24- 29 52 48 56 3 8 9 18 15 26 56 33.2 30.7 36.1 0.2

29- 34 53 47 53 4 8 8 18 14 26 53 34.4 30.8 34.8 0.2

34- 41 53 47 51 4 8 9 18 15 25 51 35.3 31.1 33.6 0.2

41- 49 52 48 49 3 8 9 18 14 27 49 34.7 32.3 33.0 0.3

49- 53 52 48 47 3 9 9 18 14 27 47 35.4 32.5 32.1 0.4

53- 63 50 50 44 4 7 8 17 14 27 44 34.6 34.8 30.6 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.99 2.78

0-40 1.21 1.60

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-007 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ;

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 6.7 5.6 1.8 \-- \-- \-- 26 \--

4010900S 97-117 2C 1 30.2 34.3 35.5 19.9 9.5 11.6 6.2 5.8 2.4 \-- \--
\-- 26 \--

4010901S 117-142 2C 2 29.1 35.2 35.7 20.6 9.5 11.4 6.4 5.8 2.6 \-- \--
\-- 26 \--

4010902S 142-168 2C 3 29.3 35.7 35.0 21.3 9.6 11.2 5.9 5.6 2.7 \-- \--
\-- 25 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 2.45 0.195 0.96 0.49 9.6

18- 28 0.47 0.060 0.57 0.37 1.50 8.0

28- 38 0.46 0.052 0.56 0.37 10.1

38- 51 0.41 0.042 0.52 0.35 12.3

51- 66 0.35 0.030 0.54 0.35 13.0

66- 84 0.27 0.55 0.36 1.62 12.6

84- 97 0.16 0.52 0.38 12.3

97-117 0.15 0.45 0.38 11.6

117-142 0.15 0.44 0.39 1.73 11.3

142-168 0.18 0.42 0.40 11.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 28- 78: PCT CLAY 34 PCT .1-75MM 24

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-007 PRINT DATE 05/08/00

SAMPLED AS : LOURDES ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1416, SAMPLE
40A10893-10902

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 18 10.8 2.0 0.1 0.2 13.1 10.8 23.9 19.0 1 TR 55 69 5.6

18- 28 5.5 1.0 \-- 0.2 6.7 8.2 14.9 12.3 \-- TR 45 54 5.0

28- 38 7.1 1.5 0.1 0.2 8.9 9.9 18.8 15.0 1 TR 47 59 4.7

38- 51 9.4 2.4 0.1 0.3 12.2 9.8 22.0 18.5 1 1 55 66 4.7

51- 66 11.4 2.9 0.1 0.4 14.8 8.4 23.2 20.0 TR TR 64 74 4.8

66- 84 13.9 3.6 0.2 0.4 18.1 3.3 21.4 19.2 1 TR 85 94 5.8

84- 97 15.9 3.7 0.2 0.2 20.0 0.8 20.8 17.2 1 TR 96 100 \-- 7.8

97-117 3.0 0.2 0.3 \-- 13.6 1 TR 100 26 6 8.2

117-142 2.8 0.1 0.3 \-- 12.7 1 TR 100 25 10 8.2

142-168 2.8 0.1 0.2 \-- 12.3 1 TR 100 25 9 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 18 3.4 1.5 0.5 0.1 46.6 TR 0.50

18- 28 1.8 0.9 0.5 0.1 39.8 TR 0.40

28- 38 1.4 1.7 0.4 0.1 47.9 TR 0.30

38- 51 1.6 0.4 0.5 0.1 51.8 TR 0.30

51- 66 1.3 0.6 0.4 0.1 62.2 TR 0.30

66- 84 1.7 0.8 0.5 \-- 62.0 TR 0.30

84- 97 3.3 1.4 0.7 \-- 59.9 TR 0.50

97-117 3.3 1.9 0.7 \-- 53.5 TR 0.50

117-142 3.1 1.2 0.7 \-- 50.3 TR 0.50

142-168 2.7 1.1 0.6 0.1 55.1 TR 0.50

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-007 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ;

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1416, SAMPLES 40A10893-10902 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010893S 0- 7 AP 100 100 100 100 100 100 100 100 90 73 48 31 20 99 92 85
75 70 0.01 0.004 \-- \>100 0.6

4010894S 7- 11 A21 100 100 100 100 100 100 100 100 92 78 54 34 22 99 93
88 80 76 0.01 0.003 \-- \>100 0.6

4010895S 11- 15 A22 100 100 100 100 100 100 100 100 91 74 53 37 27 98 93
87 77 70 0.01 0.003 \-- 75.6 0.4

4010896S 15- 20 2B21 100 100 100 100 100 100 100 100 91 73 54 43 35 98
93 87 76 68 0.01 0.002 \-- 48.9 0.3

4010897S 20- 26 2B22 100 100 100 100 100 100 100 100 92 72 54 44 37 98
93 87 76 67 0.01 0.002 \-- 45.7 0.3

4010898S 26- 33 2B23 100 100 100 100 100 100 100 100 91 70 52 42 35 98
92 86 74 65 0.01 0.003 \-- 62.4 0.2

4010899S 33- 38 2B3 100 100 100 100 100 100 100 100 91 70 51 40 33 98 93
86 74 64 0.01 0.003 \-- 73.5 0.2

4010900S 38- 46 2C 1 100 100 100 100 100 100 100 100 90 70 50 38 30 98
92 86 74 64 0.01 0.004 \-- 83.1 0.3

4010901S 46- 56 2C 2 100 100 100 100 100 100 100 100 90 70 50 37 29 97
92 85 74 64 0.01 0.004 \-- 89.0 0.3

4010902S 56- 66 2C 3 100 100 100 100 100 100 100 100 90 70 51 38 29 97
92 86 75 65 0.01 0.004 \-- 82.3 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

33- 38 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

38- 46 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

46- 56 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

56- 66 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-007 PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1416, SAMPLE
40A10893-10902

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 16 28 11 45 13 1.21 0.96 0.49

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 13 30 12 45 8 0.69 0.57 0.37

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 16 24 15 45 9 0.70 0.56 0.37

15- 20 \-- \-- \-- \-- \-- \-- \-- 100 18 18 19 45 10 0.62 0.52 0.35

20- 26 \-- \-- \-- \-- \-- \-- \-- 100 18 16 20 45 12 0.62 0.54 0.35

26- 33 \-- \-- \-- \-- \-- \-- \-- 100 19 17 19 45 0.62 0.55 0.36

33- 38 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 0.63 0.52 0.38

38- 46 \-- \-- \-- \-- \-- \-- \-- 100 19 19 17 45 0.12 0.45 0.38

46- 56 \-- \-- \-- \-- \-- \-- \-- 100 20 19 16 45 0.11 0.44 0.39

56- 66 \-- \-- \-- \-- \-- \-- \-- 100 19 20 16 45 0.11 0.42 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 37 63 25 2 8 9 13 5 35 25 29.6 50.7 19.7 0.5

7- 11 31 69 28 2 7 7 10 5 41 28 24.0 54.3 21.7 0.4

11- 15 41 59 37 2 8 8 13 9 35 37 29.8 43.2 27.0 0.3

15- 20 50 50 55 4 8 9 17 13 30 55 32.4 32.2 35.4 0.3

20- 26 52 48 59 3 8 10 18 14 28 59 32.9 29.9 37.2 0.3

26- 33 54 46 53 4 8 10 18 14 27 53 35.0 30.3 34.7 0.3

33- 38 53 47 49 3 8 10 18 14 27 49 35.7 31.5 32.8 0.5

38- 46 51 49 43 3 8 9 17 14 29 43 35.5 34.3 30.2 0.5

46- 56 50 50 41 4 8 9 16 13 29 41 35.7 35.2 29.1 0.5

56- 66 50 50 41 4 8 8 16 14 30 41 35.0 35.7 29.3 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.50 2.45

0-40 1.27 1.36

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-008 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : RICEVILLE ;

REVISED TO : RICEVILLE ; FINE-LOAMY, MIXED, MESIC UDOLLIC OCHRAQUALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 3.27 0.253 1.00 0.50 12.8

18- 29 0.69 0.078 0.69 0.39 9.9

29- 39 0.51 0.055 0.60 0.36 10.1

39- 51 0.46 0.044 0.59 0.35 11.8

51- 66 0.32 0.036 0.55 0.36 12.8

66- 86 0.24 0.56 0.37 12.3

86-104 0.19 0.55 0.38 12.3

104-122 0.17 0.45 0.39 11.8

122-142 0.16 0.44 0.40 11.8

142-160 0.24 0.44 0.40 11.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 39- 89: PCT CLAY 34 PCT .1-75MM 26

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-008 PRINT DATE 05/08/00

SAMPLED AS : RICEVILLE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1453, SAMPLE
40A11255-11264

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 18 15.2 3.3 0.1 0.2 18.8 12.1 30.9 25.5 TR TR 61 74 5.6

18- 29 9.1 2.2 0.1 0.2 11.6 7.9 19.5 17.4 1 1 59 67 5.2

29- 39 9.0 2.0 0.1 0.2 11.3 7.5 18.8 16.9 1 1 60 67 5.0

39- 51 10.8 2.9 0.1 0.2 14.0 8.0 22.0 19.8 1 1 64 71 4.9

51- 66 11.5 3.0 0.1 0.2 14.8 8.0 22.8 19.2 1 1 65 77 5.1

66- 86 13.6 3.6 0.1 0.2 17.5 3.3 20.8 18.5 1 1 84 95 6.0

86-104 14.0 3.5 0.1 0.2 17.8 2.1 19.9 17.5 1 1 89 100 \-- 7.3

104-122 3.1 0.1 0.2 \-- 13.8 1 TR 100 25 6 8.1

122-142 3.0 \-- 0.2 \-- 13.0 \-- TR 100 25 9 8.1

142-160 2.8 0.1 0.2 \-- 13.2 1 TR 100 23 7 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 18 3.4 1.3 0.5 0.1 57.3 TR 0.50

18- 29 1.4 0.5 0.5 \-- 43.6 TR 0.30

29- 39 1.4 0.6 0.5 0.1 43.2 TR 0.30

39- 51 1.2 0.7 0.5 0.1 55.4 TR 0.30

51- 66 1.2 0.4 0.9 0.2 56.0 TR 0.30

66- 86 1.4 1.2 0.6 \-- 57.1 TR 0.30

86-104 1.9 0.8 0.6 \-- 56.3 TR 0.40

104-122 2.7 0.8 0.6 \-- 51.6 TR 0.40

122-142 2.7 1.2 0.6 0.1 52.9 TR 0.50

142-160 2.6 1.2 0.5 0.1 52.4 TR 0.40

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-008 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : RICEVILLE ;

REVISED TO : RICEVILLE ; FINE-LOAMY, MIXED, MESIC UDOLLIC OCHRAQUALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1453, SAMPLES 40A11255-11264 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4011255S 0- 7 AP 100 100 100 100 100 100 100 100 92 77 54 37 25 99 93 87
78 75 0.01 0.003 \-- 79.1 0.5

4011256S 7- 11 A21 100 100 100 100 100 100 100 100 91 76 54 37 25 99 93
87 78 73 0.01 0.003 \-- 80.0 0.5

4011257S 11- 15 A22 100 100 100 100 100 100 100 100 89 71 51 37 28 97 91
84 74 67 0.01 0.004 \-- 80.6 0.3

4011258S 15- 20 2B21 100 100 100 100 100 100 100 100 91 69 51 41 34 98
93 86 73 64 0.01 0.003 \-- 72.3 0.2

4011259S 20- 26 2B22 100 100 100 100 100 100 100 100 91 70 52 42 35 98
93 87 74 65 0.01 0.003 \-- 62.2 0.2

4011260S 26- 34 2B23 100 100 100 100 100 100 100 100 90 69 51 40 33 98
92 86 73 64 0.01 0.003 \-- 74.5 0.2

4011261S 34- 41 2B24 100 100 100 100 100 100 100 100 91 70 51 40 32 98
92 86 74 64 0.01 0.003 \-- 75.7 0.2

4011262S 41- 48 2B3 100 100 100 100 100 100 100 100 90 69 49 38 31 97 92
86 74 64 0.01 0.004 \-- 87.3 0.2

4011263S 48- 56 2C 1 100 100 100 100 100 100 100 100 90 70 49 37 30 98
92 86 74 65 0.01 0.003 \-- 89.3 0.3

4011264S 56- 63 2C 2 100 100 100 100 100 100 100 100 90 70 50 38 30 97
91 85 74 64 0.01 0.004 \-- 85.2 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 34 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

34- 41 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

41- 48 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

48- 56 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

56- 63 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-008 PRINT DATE 05/08/00

CLASSIFICATION: RICEVILLE ; FINE-LOAMY, MIXED, MESIC UDOLLIC OCHRAQUALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1453, SAMPLE
40A11255-11264

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 14 27 14 45 13 1.22 1.00 0.50

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 15 26 14 45 9 0.77 0.69 0.39

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 18 21 15 45 9 0.67 0.60 0.36

15- 20 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 10 0.65 0.59 0.35

20- 26 \-- \-- \-- \-- \-- \-- \-- 100 19 16 19 45 9 0.65 0.55 0.36

26- 34 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 0.63 0.56 0.37

34- 41 \-- \-- \-- \-- \-- \-- \-- 100 20 18 18 45 0.62 0.55 0.38

41- 48 \-- \-- \-- \-- \-- \-- \-- 100 20 18 17 45 0.11 0.45 0.39

48- 56 \-- \-- \-- \-- \-- \-- \-- 100 19 19 16 45 0.11 0.44 0.40

56- 63 \-- \-- \-- \-- \-- \-- \-- 100 19 19 16 45 0.10 0.44 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 34 66 34 1 8 8 12 5 39 34 25.4 49.2 25.4 0.5

7- 11 36 64 34 2 8 8 12 6 39 34 26.6 48.2 25.2 0.3

11- 15 46 54 39 4 9 9 15 9 32 39 32.8 39.0 28.2 0.3

15- 20 54 46 51 3 8 10 19 14 26 51 36.0 30.2 33.8 0.3

20- 26 54 46 54 3 8 9 19 15 26 54 35.2 29.6 35.2 0.3

26- 34 54 46 49 3 9 9 18 14 26 49 36.0 30.9 33.1 0.3

34- 41 53 47 47 3 8 9 18 14 28 47 35.7 32.2 32.1 0.4

41- 48 52 48 44 4 8 8 17 14 27 44 36.1 33.4 30.5 0.4

48- 56 50 50 42 3 8 9 16 13 27 42 35.2 35.2 29.6 0.5

56- 63 51 49 42 4 8 9 16 14 29 42 35.5 34.7 29.8 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.00 3.27

0-40 1.06 1.80

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-009 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : CRESCO ;

REVISED TO : CRESCO ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10
1/3 15 WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 3.27 0.272 0.97 0.48 11.6

18- 30 1.95 0.161 0.78 0.43 11.2

30- 41 0.83 0.076 0.64 0.36 1.44 10.5

41- 51 0.56 0.051 0.58 0.34 11.4

51- 63 0.41 0.036 0.58 0.35 11.5

63- 84 0.28 0.55 0.34 1.62 10.9

84-109 0.24 0.53 0.37 1.65 11.0

109-124 0.16 0.47 0.38 10.4

124-152 0.15 0.42 0.40 1.77 11.0

152-178 0.15 0.43 0.42 12.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 41- 84: PCT CLAY 32 PCT .1-75MM 29

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-009 PRINT DATE 05/08/00

SAMPLED AS : CRESCO ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1398, SAMPLE
40A10706-10715

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 18 12.2 3.4 0.1 0.6 16.3 13.1 29.4 23.6 TR TR 55 69 5.5

18- 30 9.7 2.0 \-- 0.1 11.8 13.1 24.9 20.3 \-- TR 47 58 5.4

30- 41 9.2 1.9 \-- 0.1 11.2 10.1 21.3 18.4 \-- TR 53 61 5.2

41- 51 11.2 2.2 \-- 0.2 13.6 8.8 22.4 19.3 \-- TR 61 70 5.0

51- 63 11.6 2.0 \-- 0.2 13.8 8.8 22.6 18.7 \-- TR 61 74 5.0

63- 84 11.6 2.2 0.1 0.2 14.1 5.8 19.9 17.4 1 TR 71 81 5.2

84-109 12.2 1.8 0.1 0.2 14.3 5.4 19.7 16.0 1 1 73 89 \-- 5.8

109-124 1.8 \-- 0.2 \-- 12.8 \-- TR 100 16 7 8.2

124-152 2.2 \-- 0.2 \-- 11.6 \-- TR 100 21 9 8.2

152-178 2.7 \-- 0.2 \-- 12.3 \-- TR 100 24 10 8.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 18 2.5 1.6 0.3 0.2 47.8 TR 0.40

18- 30 2.0 0.9 0.3 \-- 44.6 TR 0.40

30- 41 1.2 0.4 0.3 0.1 45.5 TR 0.30

41- 51 1.1 0.4 0.3 0.1 50.1 TR 0.20

51- 63 1.0 0.4 0.4 0.1 53.2 TR 0.20

63- 84 0.8 0.3 0.3 0.1 54.1 TR 0.20

84-109 1.0 0.2 0.4 \-- 56.7 TR 0.20

109-124 2.6 0.7 0.5 \-- 53.4 TR 0.40

124-152 2.5 0.8 0.5 0.1 51.7 TR 0.40

152-178 2.5 0.7 0.4 0.1 57.7 TR 0.30

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-009 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : CRESCO ;

REVISED TO : CRESCO ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1398, SAMPLES 40A10706-10715 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010706S 0- 7 AP 100 100 100 100 100 100 100 100 88 67 47 33 24 98 91 81
69 65 0.01 0.005 \-- \>100 0.4

4010707S 7- 12 A12 100 100 100 100 100 100 100 100 90 71 50 35 26 99 92
84 73 68 0.01 0.003 \-- 95.1 0.4

4010708S 12- 16 AB 100 100 100 100 100 100 100 100 89 70 50 37 29 97 91
84 73 66 0.01 0.004 \-- 85.2 0.3

4010709S 16- 20 B21 100 100 100 100 100 100 100 100 90 69 50 40 33 97 92
85 73 63 0.01 0.003 \-- 77.1 0.2

4010710S 20- 25 B22 100 100 100 100 100 100 100 100 89 67 48 39 33 97 91
84 71 61 0.02 0.004 \-- \>100 0.2

4010711S 25- 33 2B23 100 100 100 100 100 100 100 100 88 66 48 38 32 97
90 83 71 61 0.02 0.004 \-- \>100 0.2

4010712S 33- 43 2B31 100 100 100 100 100 100 100 100 89 66 45 36 30 98
91 84 70 60 0.02 0.004 \-- \>100 0.1

4010713S 43- 49 2B32 100 100 100 100 100 100 100 100 88 66 46 35 28 97
90 83 70 60 0.02 0.005 \-- \>100 0.2

4010714S 49- 60 2C 1 100 100 100 100 100 100 100 100 88 67 47 35 28 96
90 84 71 61 0.02 0.005 \-- \>100 0.2

4010715S 60- 70 2C 2 100 100 100 100 100 100 100 100 89 67 47 36 29 97
90 84 71 62 0.02 0.005 \-- \>100 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

25- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

33- 43 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

43- 49 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

49- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

60- 70 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-009 PRINT DATE 05/08/00

CLASSIFICATION: CRESCO ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1398, SAMPLE
40A10706-10715

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 19 22 13 45 12 1.21 0.97 0.48

7- 12 \-- \-- \-- \-- \-- \-- \-- 100 17 23 14 45 12 0.96 0.78 0.43

12- 16 \-- \-- \-- \-- \-- \-- \-- 100 19 20 16 45 11 0.74 0.64 0.36

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 20 16 18 45 11 0.67 0.58 0.34

20- 25 \-- \-- \-- \-- \-- \-- \-- 100 21 16 18 45 11 0.70 0.58 0.35

25- 33 \-- \-- \-- \-- \-- \-- \-- 100 21 16 17 45 0.63 0.55 0.34

33- 43 \-- \-- \-- \-- \-- \-- \-- 100 22 17 16 45 0.66 0.53 0.37

43- 49 \-- \-- \-- \-- \-- \-- \-- 100 22 18 15 45 0.07 0.47 0.38

49- 60 \-- \-- \-- \-- \-- \-- \-- 100 21 19 15 45 0.09 0.42 0.40

60- 70 \-- \-- \-- \-- \-- \-- \-- 100 21 18 16 45 0.10 0.43 0.42

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 47 53 32 2 10 13 15 6 31 32 35.4 40.3 24.3 0.4

7- 12 43 57 35 2 9 11 14 7 32 35 31.6 42.5 25.9 0.4

12- 16 48 52 41 5 9 10 15 10 30 41 34.4 36.7 28.9 0.3

16- 20 55 45 50 4 8 10 18 14 26 50 36.5 30.1 33.4 0.2

20- 25 57 43 48 4 9 11 19 14 24 48 38.6 28.9 32.5 0.2

25- 33 57 43 47 5 10 9 19 14 24 47 38.9 29.3 31.8 0.2

33- 43 57 43 43 4 10 10 20 14 21 43 39.7 30.3 30.0 0.2

43- 49 54 46 38 5 9 9 18 13 25 38 39.5 33.0 27.5 0.4

49- 60 53 47 38 6 9 9 17 13 26 38 38.6 33.9 27.5 0.4

60- 70 53 47 40 4 9 9 17 13 26 40 37.8 33.6 28.6 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.46 3.27

0-40 1.32 2.26

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-010 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : CLYDE ;

REVISED TO : CLYDE ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1396, SAMPLES 40A10686-10694 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4010686S 0- 15 AP 29.6 46.5 23.9 27.6 3.0 7.9 6.0 6.2 0.8 \-- \-- \-- 21
\--

4010687S 15- 25 A12 29.8 48.6 21.6 28.6 3.2 7.6 5.0 4.8 1.0 \-- \-- \--
18 \--

4010688S 25- 38 A13 33.3 51.5 15.2 30.6 2.2 5.2 3.4 3.4 1.0 \-- \-- \--
13 \--

4010689S 38- 48 A3 G 32.5 58.4 9.1 36.7 1.1 2.3 1.9 2.1 1.7 \-- \-- \--
8 \--

4010690S 48- 69 B2 G 28.1 60.8 11.1 34.1 1.9 2.9 2.1 2.5 1.7 \-- \-- \--
9 \--

4010691S 69- 84 2C 1G 19.2 31.4 49.4 15.0 9.0 15.5 10.2 9.7 5.0 \-- \--
\-- 40 \--

4010692S 84-112 2C 2G 18.8 30.7 50.5 15.2 9.2 15.8 10.5 10.3 4.7 \-- \--
\-- 41 \--

4010693S 112-130 2C 3G 17.4 28.2 54.4 13.6 10.1 17.2 11.0 10.2 5.9 \--
\-- \-- 44 \--

4010694S 130-152 2C 4G 16.7 31.1 52.2 15.4 9.3 16.7 9.4 9.9 6.9 \-- \--
\-- 43 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 5.99 0.504 1.40 0.67 19.7

15- 25 4.61 0.407 1.34 0.62 18.5

25- 38 1.33 0.120 0.97 0.44 14.6

38- 48 0.64 0.065 0.88 0.42 13.7

48- 69 0.32 0.029 0.86 0.44 12.4

69- 84 0.13 0.60 0.41 7.8

84-112 0.09 0.59 0.41 7.8

112-130 0.05 0.49 0.42 7.3

130-152 0.06 0.47 0.40 6.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 26 PCT .1-75MM 23

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-010 PRINT DATE 05/08/00

SAMPLED AS : CLYDE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1396, SAMPLE
40A10686-10694

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 15 34.5 6.5 0.2 0.3 41.5 7.6 49.1 41.4 TR TR 85 100 6.8

15- 25 34.4 5.9 0.2 0.3 40.8 6.7 47.5 39.9 1 TR 86 100 7.0

25- 38 27.7 5.7 0.1 0.3 33.8 4.2 38.0 32.2 TR TR 89 100 7.2

38- 48 24.0 5.5 0.1 0.1 29.7 2.6 32.3 28.7 TR TR 92 100 7.3

48- 69 20.3 5.3 0.1 0.2 25.9 1.7 27.6 24.2 TR TR 94 100 7.3

69- 84 9.8 2.2 \-- 0.1 12.1 2.1 14.2 11.5 \-- TR 85 100 7.7

84-112 9.2 2.4 \-- 0.2 11.8 1.2 13.0 11.0 \-- TR 91 100 7.8

112-130 2.2 \-- 0.1 \-- 8.6 TR TR 100 27 3 8.3

130-152 1.8 \-- 0.2 \-- 7.9 TR TR 100 25 11 8.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 15 1.7 1.6 0.5 \-- 73.1 TR 0.70

15- 25 3.8 1.2 0.4 \-- 66.1 TR 0.50

25- 38 2.5 1.0 0.4 \-- 55.4 TR 0.40

38- 48 2.0 0.6 0.3 \-- 61.8 TR 0.30

48- 69 2.4 1.0 0.4 \-- 60.1 TR 0.40

69- 84 2.0 1.2 0.4 \-- 40.2 TR 0.40

84-112 2.3 1.2 0.4 \-- 40.6 TR 0.40

112-130 3.1 1.3 0.4 \-- 37.8 TR 0.50

130-152 2.7 0.8 0.4 0.1 37.3 TR 0.40

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-010 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : CLYDE ;

REVISED TO : CLYDE ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1396, SAMPLES 40A10686-10694 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010686S 0- 6 AP 100 100 100 100 100 100 100 100 91 78 57 41 30 99 93 87
79 76 0.01 0.002 \-- 52.2 0.4

4010687S 6- 10 A12 100 100 100 100 100 100 100 100 93 80 58 41 30 99 94
89 82 78 \-- 0.002 \-- 49.2 0.4

4010688S 10- 15 A13 100 100 100 100 100 100 100 100 95 86 64 45 33 99 96
92 87 85 \-- 0.002 \-- 32.9 0.5

4010689S 15- 19 A3 G 100 100 100 100 100 100 100 100 96 92 69 47 33 98
96 94 92 91 \-- 0.001 \-- 33.0 0.5

4010690S 19- 27 B2 G 100 100 100 100 100 100 100 100 95 90 62 42 28 98
96 94 91 89 \-- 0.001 \-- 55.8 0.5

4010691S 27- 33 2C 1G 100 100 100 100 100 100 100 100 83 56 34 25 19 95
85 75 60 51 0.10 0.018 \-- \>100 0.1

4010692S 33- 44 2C 2G 100 100 100 100 100 100 100 100 82 55 34 25 19 95
85 74 59 49 0.11 0.052 \-- \>100 0.1

4010693S 44- 51 2C 3G 100 100 100 100 100 100 100 100 81 51 31 23 17 94
84 73 56 46 0.13 0.068 \-- \>100 0.2

4010694S 51- 60 2C 4G 100 100 100 100 100 100 100 100 81 53 32 23 17 93
83 74 57 48 0.12 0.059 \-- \>100 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

27- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

33- 44 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

44- 51 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

51- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-010 PRINT DATE 05/08/00

CLASSIFICATION: CLYDE ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1396, SAMPLE
40A10686-10694

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 13 25 16 45 12 1.66 1.40 0.67

6- 10 \-- \-- \-- \-- \-- \-- \-- 100 12 27 16 45 11 1.59 1.34 0.62

10- 15 \-- \-- \-- \-- \-- \-- \-- 100 8 28 18 45 11 1.14 0.97 0.44

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 5 32 18 45 10 0.99 0.88 0.42

19- 27 \-- \-- \-- \-- \-- \-- \-- 100 6 33 15 45 11 0.98 0.86 0.44

27- 33 \-- \-- \-- \-- \-- \-- \-- 100 27 17 11 45 0.74 0.60 0.41

33- 44 \-- \-- \-- \-- \-- \-- \-- 100 28 17 10 45 0.69 0.59 0.41

44- 51 \-- \-- \-- \-- \-- \-- \-- 100 30 15 10 45 0.13 0.49 0.42

51- 60 \-- \-- \-- \-- \-- \-- \-- 100 29 17 9 45 0.12 0.47 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 34 66 42 1 9 9 11 4 39 42 23.9 46.5 29.6 0.7

6- 10 31 69 42 1 7 7 11 5 41 42 21.6 48.6 29.8 0.5

10- 15 23 77 50 1 5 5 8 3 46 50 15.2 51.5 33.3 0.4

15- 19 13 87 48 3 3 3 3 2 54 48 9.1 58.4 32.5 0.3

19- 27 15 85 39 2 3 3 4 3 47 39 11.1 60.8 28.1 0.4

27- 33 61 39 24 6 12 13 19 11 19 24 49.4 31.4 19.2 0.4

33- 44 62 38 23 6 13 13 19 11 19 23 50.5 30.7 18.8 0.4

44- 51 66 34 21 7 12 13 21 12 16 21 54.4 28.2 17.4 0.5

51- 60 63 37 20 8 12 11 20 11 18 20 52.2 31.1 16.7 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.79 5.76

0-40 0.65 3.86

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-011 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BONAIR ;

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 -75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4010602S 0- 20 AP 14.9 52.3 32.8 29.4 3.6 11.1 8.7 8.4 1.0 \-- \-- \--
29 \--

4010603S 20- 30 A21 16.7 47.8 35.5 26.9 3.6 12.8 9.6 8.3 1.2 \-- \-- \--
32 \--

4010604S 30- 38 A22 18.8 37.1 44.1 20.6 4.1 15.9 11.5 9.9 2.7 \-- \--
\-- 40 \--

4010605S 38- 48 2B1 22.6 26.6 50.8 14.4 5.9 18.6 12.6 11.2 2.5 \-- \--
\-- 45 \--

4010606S 48- 58 2B21 33.9 30.7 35.4 17.2 8.3 11.3 5.8 6.1 3.9 \-- \--
\-- 27 \--

4010607S 58- 71 2B22 34.3 28.7 37.0 16.0 8.8 12.1 6.7 6.8 2.6 \-- \--
\-- 28 \--

4010608S 71- 84 2B23 34.8 29.9 35.3 16.8 8.6 11.0 5.8 6.7 3.2 \-- \--
\-- 27 \--

4010609S 84- 97 2B24 33.6 30.6 35.8 16.9 8.8 11.2 6.4 6.0 3.4 \-- \--
\-- 27 \--

4010610S 97-117 2B3 32.6 32.1 35.3 17.9 9.2 11.1 6.5 5.8 2.7 \-- \-- \--
26 \--

4010611S 117-140 2C 30.4 33.7 35.9 20.0 9.1 10.7 6.0 5.9 4.2 \-- \-- \--
27 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.78 0.154 0.90 0.48 7.2

20- 30 0.35 0.045 0.61 0.37 1.46 6.1

30- 38 0.24 0.033 0.60 0.36 6.8

38- 48 0.23 0.029 0.57 0.33 7.5

48- 58 0.28 0.030 0.50 0.32 10.8

58- 71 0.27 0.027 0.57 0.36 1.58 12.4

71- 84 0.27 0.58 0.36 12.6

84- 97 0.20 0.57 0.35 11.9

97-117 0.15 0.53 0.37 11.9

117-140 0.15 0.47 0.38 1.80 11.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 38- 88: PCT CLAY 32 PCT .1-75MM 31

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-011 PRINT DATE 05/08/00

SAMPLED AS : BONAIR ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1389, SAMPLE
40A10602-10611

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 20 6.6 1.3 \-- 0.2 8.1 9.9 18.0 13.4 \-- TR 45 60 5.6

20- 30 5.1 1.2 \-- 0.1 6.4 6.2 12.6 10.2 \-- TR 51 63 5.2

30- 38 5.3 1.0 \-- 0.1 6.4 6.6 13.0 11.3 \-- TR 49 57 5.1

38- 48 6.4 1.6 \-- 0.1 8.1 7.5 15.6 12.8 \-- TR 52 63 4.9

48- 58 8.3 2.1 \-- 0.2 10.6 7.1 17.7 17.1 \-- TR 60 62 4.8

58- 71 10.0 2.8 0.1 0.2 13.1 10.0 23.1 19.4 1 TR 57 68 4.7

71- 84 11.1 2.9 0.1 0.2 14.3 9.6 23.9 20.2 TR TR 60 71 4.6

84- 97 11.6 3.2 0.1 0.2 15.1 6.7 21.8 19.0 1 1 69 79 5.2

97-117 14.0 4.1 0.1 0.2 18.4 2.9 21.3 17.4 1 1 86 100 6.6

117-140 3.3 0.1 0.2 \-- 14.3 1 1 100 25 5 8.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 20 3.2 1.4 0.5 0.2 38.0 TR 0.50

20- 30 1.3 1.0 0.4 0.1 34.3 TR 0.30

30- 38 1.0 0.8 0.4 0.1 35.2 TR 0.20

38- 48 0.9 0.6 0.3 0.1 39.5 TR 0.20

48- 58 0.8 0.1 0.3 0.1 51.2 TR 0.20

58- 71 0.6 0.5 0.3 0.1 54.1 TR 0.20

71- 84 0.6 0.8 0.4 0.1 57.7 TR 0.20

84- 97 0.9 0.6 0.5 0.1 55.3 TR 0.20

97-117 1.6 0.9 0.6 \-- 54.3 TR 0.30

117-140 2.8 1.1 0.7 \-- 51.4 TR 0.50

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-011 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BONAIR ;

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1389, SAMPLES 40A10602-10611 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010602S 0- 8 AP 100 100 100 100 100 100 100 100 88 69 44 27 15 99 91 82
71 67 0.01 0.005 \-- \>100 1.2

4010603S 8- 12 A21 100 100 100 100 100 100 100 100 88 67 44 27 17 99 90
81 68 64 0.01 0.006 \-- \>100 0.8

4010604S 12- 15 A22 100 100 100 100 100 100 100 100 85 58 39 27 19 97 87
76 60 56 0.10 0.010 \-- \>100 0.1

4010605S 15- 19 2B1 100 100 100 100 100 100 100 100 83 53 37 28 23 98 86
74 55 49 0.13 0.055 \-- \>100 0.1

4010606S 19- 23 2B21 100 100 100 100 100 100 100 100 89 69 51 41 34 96
90 84 73 65 0.01 0.003 \-- 68.5 0.2

4010607S 23- 28 2B22 100 100 100 100 100 100 100 100 89 68 50 41 34 97
91 84 72 63 0.01 0.003 \-- 77.8 0.2

4010608S 28- 33 2B23 100 100 100 100 100 100 100 100 89 70 52 41 35 97
90 84 73 65 0.01 0.003 \-- 64.5 0.2

4010609S 33- 38 2B24 100 100 100 100 100 100 100 100 89 69 50 40 34 97
91 84 73 64 0.01 0.003 \-- 72.7 0.2

4010610S 38- 46 2B3 100 100 100 100 100 100 100 100 90 70 50 40 33 97 91
85 74 65 0.01 0.003 \-- 73.5 0.2

4010611S 46- 55 2C 100 100 100 100 100 100 100 100 88 69 50 38 30 96 90
84 73 64 0.01 0.004 \-- 82.5 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

23- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

28- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

33- 38 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

38- 46 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

46- 55 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-011 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1389, SAMPLE
40A10602-10611

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 18 29 8 45 12 1.21 0.90 0.48

8- 12 \-- \-- \-- \-- \-- \-- \-- 100 19 26 9 45 8 0.75 0.61 0.37

12- 15 \-- \-- \-- \-- \-- \-- \-- 100 24 20 10 45 7 0.69 0.60 0.36

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 28 15 12 45 8 0.69 0.57 0.33

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 19 17 19 45 9 0.52 0.50 0.32

23- 28 \-- \-- \-- \-- \-- \-- \-- 100 20 16 19 45 10 0.67 0.57 0.36

28- 33 \-- \-- \-- \-- \-- \-- \-- 100 19 16 19 45 0.69 0.58 0.36

33- 38 \-- \-- \-- \-- \-- \-- \-- 100 20 17 18 45 0.65 0.57 0.35

38- 46 \-- \-- \-- \-- \-- \-- \-- 100 19 18 18 45 0.65 0.53 0.37

46- 55 \-- \-- \-- \-- \-- \-- \-- 100 20 18 17 45 0.12 0.47 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 39 61 18 1 10 10 13 4 35 18 32.8 52.3 14.9 0.5

8- 12 43 57 20 1 10 12 15 4 32 20 35.5 47.8 16.7 0.3

12- 15 54 46 23 3 12 14 20 5 25 23 44.1 37.1 18.8 0.2

15- 19 66 34 29 3 14 16 24 8 19 29 50.8 26.6 22.6 0.2

19- 23 54 46 51 6 9 9 17 13 26 51 35.4 30.7 33.9 0.2

23- 28 56 44 52 4 10 10 18 13 24 52 37.0 28.7 34.3 0.2

28- 33 54 46 53 5 10 9 17 13 26 53 35.3 29.9 34.8 0.2

33- 38 54 46 51 5 9 10 17 13 25 51 35.8 30.6 33.6 0.2

38- 46 52 48 48 4 9 10 16 14 27 48 35.3 32.1 32.6 0.3

46- 55 52 48 44 6 8 9 15 13 29 44 35.9 33.7 30.4 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-012 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BONAIR ;

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 34.1 31.4 34.5 18.1 9.1 11.5 5.7 5.6 2.6 \--
\-- \-- 25 \--

4010620S 91-112 2B32 30.2 30.8 39.0 16.4 9.4 12.3 7.3 6.8 3.2 \-- \--
\-- 30 \--

4010621S 112-130 2C 1 29.4 33.2 37.4 17.9 9.6 11.6 6.0 6.6 3.6 \-- \--
\-- 28 \--

4010622S 130-152 2C 2 29.7 35.6 34.7 19.6 9.4 11.1 5.2 5.8 3.2 \-- \--
\-- 25 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 13 1.34 0.120 0.90 0.44 6.1

13- 23 0.38 0.042 0.60 0.37 1.56 6.1

23- 30 0.27 0.035 0.55 0.34 7.5

30- 38 0.29 0.033 0.55 0.32 10.2

38- 48 0.27 0.028 0.56 0.33 11.9

48- 58 0.30 0.026 0.57 0.35 13.2

58- 71 0.28 0.56 0.35 1.60 12.9

71- 91 0.17 0.56 0.35 12.0

91-112 0.12 0.54 0.38 11.4

112-130 0.10 0.48 0.38 11.2

130-152 0.10 0.46 0.38 1.73 11.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 30- 71: PCT CLAY 36 PCT .1-75MM 24

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S56IA-089-012 PRINT DATE 05/08/00

SAMPLED AS : BONAIR ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1390, SAMPLE
40A10612-10622

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 13 7.4 2.1 \-- 0.1 9.6 6.6 16.2 12.4 \-- TR 59 77 6.0

13- 23 5.0 1.6 \-- 0.1 6.7 6.2 12.9 9.9 TR TR 52 68 5.0

23- 30 6.0 1.8 \-- 0.1 7.9 7.9 15.8 12.3 \-- TR 50 64 4.8

30- 38 8.7 2.9 \-- 0.2 11.8 9.6 21.4 17.5 \-- TR 55 67 4.7

38- 48 10.0 3.0 0.1 0.2 13.3 10.1 23.4 20.0 TR TR 57 66 4.6

48- 58 11.7 3.8 0.1 0.2 15.8 9.7 25.5 21.6 TR 1 62 73 4.7

58- 71 12.6 3.6 0.1 0.2 16.5 8.4 24.9 21.0 TR 1 66 79 4.8

71- 91 14.1 3.8 0.1 0.2 18.2 3.3 21.5 19.0 1 1 85 96 6.1

91-112 13.6 3.6 0.1 0.2 17.5 1.7 19.2 16.3 1 1 91 100 7.4

112-130 3.7 0.1 0.2 \-- 14.2 1 1 100 28 5 8.1

130-152 3.3 0.1 0.2 \-- 13.7 1 1 100 26 7 8.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 13 2.6 1.6 0.5 \-- 37.5 TR 0.50

13- 23 1.6 1.0 0.5 \-- 34.3 TR 0.40

23- 30 1.7 0.8 0.5 0.1 38.5 TR 0.40

30- 38 1.2 0.9 0.4 0.1 46.3 TR 0.30

38- 48 1.0 0.6 0.4 0.1 62.1 TR 0.20

48- 58 1.0 0.6 0.5 0.1 57.3 TR 0.30

58- 71 1.1 0.3 0.5 0.1 64.8 TR 0.20

71- 91 1.5 1.0 0.7 \-- 55.4 TR 0.30

91-112 1.9 0.6 0.7 \-- 53.0 TR 0.40

112-130 2.7 1.1 0.7 \-- 55.4 TR 0.50

130-152 2.6 1.0 0.7 \-- 55.6 TR 0.40

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-012 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BONAIR ;

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1390, SAMPLES 40A10612-10622 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010612S 0- 5 AP 100 100 100 100 100 100 100 100 89 72 43 25 14 98 90 83
74 69 0.01 0.004 \-- \>100 1.1

4010613S 5- 9 A21 100 100 100 100 100 100 100 100 90 76 50 30 17 98 92
86 78 74 0.01 0.004 \-- \>100 1.0

4010614S 9- 12 A22 100 100 100 100 100 100 100 100 89 73 50 33 22 96 90
84 75 69 0.01 0.004 \-- \>100 0.5

4010615S 12- 15 B21 100 100 100 100 100 100 100 100 90 73 52 40 32 97 92
86 76 68 0.01 0.003 \-- 62.5 0.3

4010616S 15- 19 2B22 100 100 100 100 100 100 100 100 91 72 53 43 36 98
93 87 76 67 0.01 0.002 \-- 50.8 0.3

4010617S 19- 23 2B23 100 100 100 100 100 100 100 100 91 73 54 44 38 98
93 87 76 68 0.01 0.002 \-- 41.2 0.3

4010618S 23- 28 2B24 100 100 100 100 100 100 100 100 91 73 54 44 37 97
92 87 77 68 0.01 0.002 \-- 41.9 0.3

4010619S 28- 36 2B31 100 100 100 100 100 100 100 100 90 71 52 41 34 97
92 86 75 65 0.01 0.003 \-- 62.1 0.2

4010620S 36- 44 2B32 100 100 100 100 100 100 100 100 88 66 47 37 30 97
90 83 70 61 0.02 0.004 \-- \>100 0.2

4010621S 44- 51 2C 1 100 100 100 100 100 100 100 100 88 68 47 37 29 96
90 84 72 63 0.01 0.004 \-- \>100 0.2

4010622S 51- 60 2C 2 100 100 100 100 100 100 100 100 90 71 49 37 30 97
91 86 75 65 0.01 0.003 \-- 85.4 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 5 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

5- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

9- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

23- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

28- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

36- 44 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

44- 51 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

51- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S56IA-089-012 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1390, SAMPLE
40A10612-10622

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 5 \-- \-- \-- \-- \-- \-- \-- 100 17 30 8 45 11 1.17 0.90 0.44

5- 9 \-- \-- \-- \-- \-- \-- \-- 100 14 31 9 45 9 0.78 0.60 0.37

9- 12 \-- \-- \-- \-- \-- \-- \-- 100 17 26 12 45 8 0.71 0.55 0.34

12- 15 \-- \-- \-- \-- \-- \-- \-- 100 18 20 17 45 9 0.67 0.55 0.32

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 18 17 20 45 10 0.65 0.56 0.33

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 18 16 21 45 12 0.67 0.57 0.35

23- 28 \-- \-- \-- \-- \-- \-- \-- 100 17 17 20 45 0.67 0.56 0.35

28- 36 \-- \-- \-- \-- \-- \-- \-- 100 19 17 19 45 0.63 0.56 0.35

36- 44 \-- \-- \-- \-- \-- \-- \-- 100 21 17 17 45 0.64 0.54 0.38

44- 51 \-- \-- \-- \-- \-- \-- \-- 100 20 18 16 45 0.14 0.48 0.38

51- 60 \-- \-- \-- \-- \-- \-- \-- 100 19 19 16 45 0.12 0.46 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 5 36 64 16 3 8 9 11 5 34 16 30.8 55.4 13.8 0.5

5- 9 31 69 20 3 7 7 9 5 40 20 26.2 57.2 16.6 0.4

9- 12 39 61 29 5 8 8 11 8 35 29 30.7 47.1 22.2 0.4

12- 15 47 53 47 5 8 8 14 12 29 47 32.0 36.2 31.8 0.3

15- 19 51 49 56 3 8 8 18 14 26 56 33.0 31.2 35.8 0.2

19- 23 52 48 61 4 8 9 17 14 26 61 32.2 29.9 37.9 0.3

23- 28 50 50 59 4 8 8 17 14 27 59 31.7 31.1 37.2 0.2

28- 36 52 48 52 4 8 9 17 14 27 52 34.5 31.4 34.1 0.3

36- 44 56 44 43 5 10 10 18 13 23 43 39.0 30.8 30.2 0.4

44- 51 53 47 42 5 9 8 16 14 25 42 37.4 33.2 29.4 0.5

51- 60 49 51 42 5 8 7 16 13 28 42 34.7 35.6 29.7 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-089-001 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WAUKEE ;

REVISED TO : WAUKEE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL, MIXED,
MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.43 0.208 0.8 1.40 0.66 35 10 1.45 1.57 \-- 23.9 22.4 9.3 0.19

20- 29 1.84 0.160 0.8 0.94 0.49 1.42 1.52 \-- 27.1 23.1 8.8 0.20

29- 39 1.25 0.119 0.8 0.84 0.46 1.40 1.47 \-- 22.8 19.8 7.6 0.17

39- 54 0.69 0.075 0.8 0.75 0.45 1.46 1.54 \-- 21.4 18.5 6.5 0.18

54- 81 0.26 0.8 0.69 0.38 23 6 1.50 1.57 \-- 14.7 12.4 4.3 0.12

81- 92 0.24 0.8 0.81 0.48 1.60 4.9

92-105 0.21 0.8 1.16 0.54 1.70 2.7

105-152 0.03 0.7 1.06 0.64 19 4 1.70 2.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 12 PCT .1-75MM 58

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-089-001 PRINT DATE 05/08/00

SAMPLED AS : WAUKEE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1768, SAMPLE
40A14034-14041

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- -CEC- -) EXCH SAR BASE
CARBONATE CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4
6F1a 6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 20 13.6 4.4 0.1 0.2 18.3 6.1 24.4 19.8 1 75 92 6.2 6.6

20- 29 9.0 2.9 0.1 0.2 12.2 10.0 22.2 16.7 1 55 73 5.3 6.0

29- 39 6.6 2.1 0.1 0.2 9.0 9.8 18.8 14.0 1 48 64 4.9 5.7

39- 54 5.9 1.5 0.1 0.1 7.6 6.6 14.2 10.9 1 54 70 4.9 5.6

54- 81 4.7 1.2 0.1 0.2 6.2 4.1 10.3 7.8 1 TR 60 79 5.1 4.9 5.6

81- 92 4.5 1.3 0.1 0.2 6.1 3.6 0.2 9.7 8.3 1 63 73 4.8 5.5

92-105 3.1 0.9 0.1 0.1 4.2 3.3 0.2 7.5 5.8 2 56 72 4.7 5.4

105-152 2.3 0.7 0.1 0.1 3.2 1.7 TR 4.9 3.8 3 65 84 4.8 5.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 20

20- 29

29- 39

39- 54

54- 81 1.2 0.4 0.3 0.1 0.5 25.2 TR 0.23

81- 92

92-105

105-152

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ESTIMATED BULK DENSITY FOR LAYER 6, 7, 8,

MMHOS/CM OF 1:2 WATER EXTRACT (8I) & EXCH NA AS EXTRACTABLE NA FOR
LAYERS 1, 2, 3, 4, 6, 7, 8,

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-089-001 PRINT DATE 05/08/00

SAMPLED AS : WAUKEE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1768, SAMPLE
40A14034-14041

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

4014038 TCLY KK 2 MI 2 MT 2

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm

MINERAL INTERPRETATION:

KK kaolinite MI mica MT montmorillon

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-089-001 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WAUKEE ;

REVISED TO : WAUKEE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL, MIXED,
MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1768, SAMPLES 40A14034-14041 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4014034S 0- 8 AP 100 100 100 100 100 100 100 99 80 57 39 24 14 96 83 71
59 55 0.11 0.037 0.001 35 10 \>100 0.7

4014035S 8- 11 A12 100 100 100 100 100 100 100 99 82 61 42 27 18 97 85
74 62 60 0.06 0.030 0.001 74.6 1.0

4014036S 11- 15 A13 100 100 100 100 100 100 100 99 82 63 43 27 16 96 85
75 64 61 0.05 0.029 0.001 57.8 1.1

4014037S 15- 21 B1 100 100 100 100 100 100 100 99 81 60 40 25 14 96 84
73 61 58 0.08 0.033 0.001 82.3 0.8

4014038S 21- 32 B21 100 100 100 100 100 100 99 97 70 34 20 14 11 91 75
58 36 31 0.28 0.182 0.002 23 6 \>100 4.9

4014039S 32- 36 B22 100 100 100 100 100 98 95 85 53 23 13 10 9 72 57 42
25 20 0.57 0.361 0.004 \>100 6.9

4014040S 36- 41 2B31 100 100 100 100 100 90 80 60 32 9 6 4 3 49 35 21 10
8 2.00 1.078 0.101 19.7 0.7

4014041S 41- 60 2C 1 100 100 100 100 100 93 85 75 46 9 3 3 3 65 50 33 12
7 0.81 0.506 0.080 19 4 10.1 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.45 1.57 1.77 1.90 1.45
1.46 1.57 1.77 1.90 0.83 0.83

8- 11 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.42 1.52 1.75 1.88 1.42
1.43 1.52 1.75 1.88 0.87 0.87

11- 15 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.40 1.47 1.68 1.87 1.40
1.41 1.47 1.68 1.87 0.89 0.89

15- 21 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46 1.54 1.72 1.91 1.46
1.47 1.54 1.73 1.91 0.82 0.82

21- 32 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.50 1.57 1.68 1.93 1.50 1.51
1.57 1.69 1.93 0.77 0.77

32- 36 15 \-- \-- 15 \-- 5 10 85 15 \-- 5 10 85 1.60

36- 41 40 \-- \-- 40 \-- 20 20 60 40 \-- 20 20 60 1.70

41- 60 25 \-- \-- 25 \-- 15 10 75 25 \-- 15 10 75 1.70

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-089-001 PRINT DATE 05/08/00

CLASSIFICATION: WAUKEE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL,
MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1768, SAMPLE
40A14034-14041

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 1 \-- \-- 1 \-- \-- 1 99 24 23 8 13 32 12 0.63 1.73 1.40 0.66 0.2
2.7 0.2 2.7 0.19 0.19

8- 11 1 \-- \-- 1 \-- \-- 1 99 21 23 10 13 33 12 0.63 1.25 0.94 0.49 0.2
2.3 0.2 2.3 0.20 0.20

11- 15 1 \-- \-- 1 \-- \-- 1 99 20 24 9 19 28 11 0.55 1.13 0.84 0.46 0.2
1.6 0.2 1.6 0.17 0.17

15- 21 1 \-- \-- 1 \-- \-- 1 99 23 24 8 19 26 9 0.38 0.98 0.75 0.45 0.2
1.8 0.2 1.8 0.17 0.18

21- 32 2 \-- \-- 2 \-- 1 1 98 38 11 6 25 18 0.46 0.91 0.69 0.38 0.2 1.5
0.2 1.5 0.12 0.12

32- 36 9 \-- \-- 9 \-- 3 6 91 46 8 6 40 0.66 0.95 0.81 0.48

36- 41 26 \-- \-- 26 \-- 13 13 74 55 6 3 36 0.54 1.50 1.16 0.54

41- 60 16 \-- \-- 16 \-- 10 6 84 58 3 2 36 0.75 1.36 1.06 0.64

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 1 1 1 51 48 16 3 16 14 14 4 19 29 16 44.0 41.9 14.1 6.2

8- 11 1 1 1 48 51 21 3 15 13 15 4 21 30 22 39.8 42.4 17.8 5.3

11- 15 1 1 1 45 54 20 3 14 12 13 3 23 32 20 38.1 45.3 16.6 4.9

15- 21 1 1 1 48 51 17 4 14 13 14 4 21 30 17 41.6 43.9 14.5 4.9

21- 32 3 3 3 74 22 12 7 19 20 25 6 13 10 13 68.3 20.4 11.3 4.9 \-- 0.2

32- 36 16 16 16 71 13 9 17 20 19 23 6 10 5 11 76.0 13.8 10.2 4.8

36- 41 41 41 41 53 5 3 20 24 24 20 3 5 5 5 86.2 8.8 5.0 4.7

41- 60 26 26 26 70 4 3 14 21 23 30 7 5 1 4 91.0 5.4 3.6 4.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 3.12 2.43

0-40 2.71 1.96

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-089-002 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : SAUDE ;

REVISED TO : SAUDE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL, MIXED,
MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.22 0.223 0.8 1.09 0.54 32 9 1.48 1.59 \-- 23.4 20.3 9.4 0.16

20- 33 1.60 0.143 0.9 0.94 0.48 1.47 1.55 \-- 23.0 19.7 8.2 0.17

33- 43 0.99 0.101 0.9 0.76 0.45 24 8 1.39 1.45 \-- 21.5 19.0 7.4 0.16

43- 61 0.57 0.8 0.71 0.44 1.48 1.53 \-- 17.3 15.6 6.5 0.13

61- 71 0.30 0.8 0.69 0.43 1.53 1.58 \-- 15.4 13.6 5.5 0.12

71- 88 0.13 0.6 0.79 0.45 1.60 3.5

88-109 0.09 0.8 0.77 0.52 1.70 3.9

109-152 0.04 0.5 1.27 0.91 1.70 1.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 12 PCT .1-75MM 60

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-089-002 PRINT DATE 05/08/00

SAMPLED AS : SAUDE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1765, SAMPLE
40A14009-14016

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- -CEC- -) EXCH SAR BASE
CARBONATE CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4
6F1a 6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 20 12.4 4.5 0.1 0.2 17.2 6.9 24.1 18.9 1 71 91 5.9 6.2

20- 33 7.8 3.0 0.1 0.2 11.1 9.4 20.5 16.1 1 54 69 5.2 5.8

33- 43 6.2 2.0 0.1 0.2 8.5 8.2 16.7 12.6 1 51 67 5.1 5.8

43- 61 5.5 1.6 0.1 0.2 7.4 6.3 13.7 10.5 1 TR 54 70 5.3 5.0 5.7

61- 71 4.7 1.5 0.1 0.2 6.5 4.3 10.8 8.8 1 60 74 5.1 6.0

71- 88 3.2 1.1 0.1 0.1 4.5 2.7 7.2 6.2 2 62 73 4.9 5.7

88-109 3.2 1.1 0.1 0.1 4.5 3.0 7.5 5.8 2 60 78 4.9 5.6

109-152 0.8 0.3 TR 0.1 1.2 2.0 TR 3.2 1.4 1 37 86 4.7 5.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 20

20- 33

33- 43

43- 61 1.1 0.5 0.2 0.1 0.4 31.2 TR 0.20

61- 71

71- 88

88-109

109-152

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ESTIMATED BULK DENSITY FOR LAYER 6, 7, 8,

MMHOS/CM OF 1:2 WATER EXTRACT (8I) & EXCH NA AS EXTRACTABLE NA FOR
LAYERS 1, 2, 3, 5, 6, 7, 8,

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-089-002 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : SAUDE ;

REVISED TO : SAUDE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL, MIXED,
MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1765, SAMPLES 40A14009-14016 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4014009S 0- 8 AP 100 100 100 100 100 100 99 98 81 55 41 27 17 95 84 71
57 53 0.12 0.040 0.001 32 9 \>100 0.5

4014010S 8- 13 A12 100 100 100 100 100 100 99 97 79 55 38 25 17 93 82 70
57 52 0.13 0.044 0.001 \>100 0.7

4014011S 13- 17 B1 100 100 100 100 100 100 99 97 81 59 41 26 16 93 84 74
61 56 0.09 0.035 0.001 24 8 \>100 0.7

4014012S 17- 24 B2 100 100 100 100 100 99 97 94 78 53 35 22 14 90 80 70
56 50 0.13 0.049 0.001 \>100 0.9

4014013S 24- 28 B31 100 100 100 100 100 98 95 90 71 38 22 16 11 85 74 62
42 33 0.23 0.144 0.002 \>100 4.3

4014014S 28- 35 2B32 100 100 100 100 100 98 95 90 66 20 10 8 7 85 71 51
24 15 0.34 0.241 0.018 19.2 2.5

4014015S 35- 43 2C 1 100 100 100 100 100 85 70 55 31 7 5 4 4 48 35 19 8
6 2.66 1.183 0.119 22.3 0.5

4014016S 43- 60 2C 2 100 100 100 100 100 98 95 85 31 2 1 1 1 70 37 12 3
2 0.81 0.659 0.204 4.0 1.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.48 1.59 1.78 1.92 1.48 1.49
1.59 1.78 1.92 0.79 0.79

8- 13 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47 1.55 1.75 1.92 1.47 1.48
1.55 1.76 1.92 0.80 0.80

13- 17 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.39 1.45 1.64 1.87 1.39 1.40
1.45 1.65 1.87 0.91 0.91

17- 24 6 \-- \-- 6 \-- 3 3 94 6 \-- 3 3 94 1.48 1.53 1.70 1.92 1.48 1.48
1.53 1.71 1.92 0.79 0.79

24- 28 10 \-- \-- 10 \-- 5 5 90 10 \-- 5 5 90 1.53 1.58 1.71 1.95 1.53
1.53 1.58 1.74 1.95 0.73 0.73

28- 35 10 \-- \-- 10 \-- 5 5 90 10 \-- 5 5 90 1.60

35- 43 45 \-- \-- 45 \-- 30 15 55 45 \-- 30 15 55 1.70

43- 60 15 \-- \-- 15 \-- 5 10 85 15 \-- 5 10 85 1.70

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-089-002 PRINT DATE 05/08/00

CLASSIFICATION: SAUDE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL,
MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1765, SAMPLE
40A14009-14016

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 1 \-- \-- 1 \-- 1 1 99 26 20 10 14 30 10 0.57 1.39 1.09 0.54 0.2
2.4 0.2 2.4 0.16 0.16

8- 13 2 \-- \-- 2 \-- 1 1 98 26 20 9 17 28 11 0.50 1.20 0.94 0.48 0.2
1.8 0.2 1.8 0.16 0.17

13- 17 2 \-- \-- 2 \-- 1 1 98 22 22 9 23 25 10 0.47 1.01 0.76 0.45 0.2
1.4 0.2 1.4 0.16 0.16

17- 24 3 \-- \-- 3 \-- 2 2 97 26 21 8 22 22 0.42 0.93 0.71 0.44 1.1 1.1
0.13 0.13

24- 28 6 \-- \-- 6 \-- 3 3 94 37 14 7 24 18 0.46 0.85 0.69 0.43 1.1 1.1
0.11 0.12

28- 35 6 \-- \-- 6 \-- 3 3 94 50 5 5 40 0.92 0.79 0.45

35- 43 29 \-- \-- 29 \-- 19 10 71 57 2 5 36 1.00 0.77 0.52

43- 60 10 \-- \-- 10 \-- 3 6 90 62 1 1 36 2.91 1.27 0.91

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 2 2 2 54 43 21 4 14 15 17 5 14 30 21 46.1 36.5 17.4 5.9

8- 13 4 4 4 54 42 20 5 14 15 17 6 17 27 21 46.5 36.4 17.1 5.2

13- 17 4 4 4 49 48 19 4 12 13 16 6 19 31 20 42.1 41.4 16.5 5.1

17- 24 7 7 7 51 42 16 5 12 13 18 7 19 27 17 46.6 38.7 14.7 5.0 \-- 0.2

24- 28 11 11 11 64 24 13 6 14 16 25 12 14 14 15 63.3 24.0 12.7 5.1

28- 35 11 11 11 81 9 8 6 17 24 33 11 6 4 8 83.3 8.9 7.8 4.9

35- 43 47 47 47 51 2 4 13 26 32 22 3 2 2 8 88.8 3.7 7.5 4.9

43- 60 15 15 15 83 1 1 18 39 30 11 TR 1 1 1 97.3 1.6 1.1 4.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.65 2.22

0-40 2.65 1.80

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-089-003 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WAPSIE ;

REVISED TO : WAPSIE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL, MIXED,
MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40

4014024S 0- 20 AP 10.9 40.7 48.4 3.7 24.3 16.4 3.6 16.6 14.5 11.2 2.5
\-- \-- \-- 45 \--

4014025S 20- 33 A2 14.3 40.4 45.3 5.1 24.5 15.9 3.2 16.6 12.9 9.9 2.7
\-- \-- \-- 42 \--

4014026S 33- 41 B1 15.8 33.6 50.6 5.9 20.3 13.3 3.6 18.3 13.7 10.9 4.1
\-- \-- \-- 47 \--

4014027S 41- 53 B21T 15.4 23.9 60.7 6.5 12.9 11.0 4.8 23.3 16.6 11.7 4.3
\-- \-- \-- 56 \--

4014028S 53- 66 2B22T 15.4 13.8 70.8 5.8 6.7 7.1 7.1 23.1 17.1 13.0 10.5
10 15 5 75 30

4014029S 66- 79 2B23T 13.8 8.3 77.9 2.3 3.5 4.8 6.1 20.8 16.7 14.8 19.5
15 20 5 83 40

4014030S 79- 86 2B31 11.2 6.1 82.7 2.3 3.8 4.4 22.7 24.6 17.2 13.8 10 25
5 87 40

4014031S 86- 96 2B32 7.4 3.5 89.1 1.3 2.2 2.8 26.9 29.1 18.4 11.9 10 20
10 92 40

4014032S 96-114 2C 1 10 5 \-- 15

4014033S 114-152 2C 2 3 2 \-- 5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.29 0.120 0.7 0.97 0.51 26 6 1.56 1.60 \-- 19.5 16.6 5.6 0.17

20- 33 0.33 0.045 0.8 0.64 0.38 1.59 1.65 \-- 17.3 15.2 5.5 0.15

33- 41 0.24 0.036 0.9 0.61 0.40 1.59 1.66 \-- 16.9 14.9 6.3 0.14

41- 53 0.17 0.9 0.61 0.39 20 6 1.57 1.66 \-- 16.5 15.0 6.0 0.14

53- 66 0.14 1.0 0.66 0.42 1.60 6.4

66- 79 0.12 1.1 0.71 0.43 1.57 1.67 \-- 15.3 13.3 5.9 0.12

79- 86 0.10 1.5 0.68 0.39 1.60 4.4

86- 96 0.09 1.1 0.72 0.45 1.70 3.3

96-114 0.01 0.8 NP 1.70 2.0

114-152 0.01 0.7 1.70 1.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 41- 79: PCT CLAY 15 PCT .1-75MM 72

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-089-003 PRINT DATE 05/08/00

SAMPLED AS : WAPSIE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1767, SAMPLE
40A14024-14033

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- -CEC- -) EXCH SAR BASE
CARBONATE CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4
6F1a 6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 20 5.7 1.0 0.1 0.2 7.0 7.9 \-- 14.9 10.6 1 47 66 4.7 5.0

20- 33 5.8 1.1 0.1 0.2 7.2 4.2 11.4 9.1 1 63 79 5.1 5.8

33- 41 6.3 1.3 0.1 0.2 7.9 4.2 12.1 9.6 1 65 82 5.2 5.8

41- 53 5.8 1.5 0.1 0.2 7.6 4.3 11.9 9.4 1 64 81 5.0 5.7

53- 66 5.4 1.7 0.1 0.2 7.4 4.9 0.2 12.3 10.2 1 60 73 4.6 5.2

66- 79 4.8 1.6 0.1 0.2 6.7 5.6 0.6 12.3 9.8 1 1 54 68 4.5 4.5 5.1

79- 86 3.7 1.3 0.1 0.2 5.3 4.5 0.7 9.8 7.6 1 54 70 4.5 5.1

86- 96 2.6 0.9 0.1 0.1 3.7 3.1 0.4 6.8 5.3 2 54 70 4.5 5.1

96-114 1.7 0.6 0.1 0.1 2.5 2.4 0.2 4.9 3.6 3 51 69 4.7 5.5

114-152 1.2 0.4 0.1 0.1 1.8 1.4 TR 3.2 2.6 4 56 69 4.6 5.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 20

20- 33

33- 41

41- 53

53- 66

66- 79 1.5 0.6 0.7 0.1 2.1 24.5 TR 0.35

79- 86

86- 96

96-114

114-152

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ESTIMATED BULK DENSITY FOR LAYER 5, 7, 8, 9, 10,

MMHOS/CM OF 1:2 WATER EXTRACT (8I) & EXCH NA AS EXTRACTABLE NA FOR
LAYERS 1, 2, 3, 4, 5, 7, 8, 9, 10,

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-089-003 PRINT DATE 05/08/00

SAMPLED AS : WAPSIE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1767, SAMPLE
40A14024-14033

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

4014027 TCLY MI 2 KK 2 MT 2

PEDON MINERALOGY

BASED ON SAND/SILT:

BASED ON CLAY:

FAMILY MINERALOGY:

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-089-003 (HOWARD COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WAPSIE ;

REVISED TO : WAPSIE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL, MIXED,
MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1767, SAMPLES 40A14024-14033 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4014024S 0- 8 AP 100 100 100 100 100 100 100 100 83 54 35 21 11 98 86 72
55 52 0.13 0.046 0.002 26 6 78.8 0.7

4014025S 8- 13 A2 100 100 100 100 100 100 100 100 84 57 39 24 14 97 87
74 58 55 0.11 0.038 0.001 \>100 0.7

4014026S 13- 16 B1 100 100 100 100 100 100 100 100 82 51 36 24 16 96 85
71 53 49 0.14 0.056 0.001 \>100 0.8

4014027S 16- 21 B21T 100 100 100 100 100 100 100 100 80 42 28 21 15 96
84 67 44 39 0.19 0.126 0.001 20 6 \>100 3.2

4014028S 21- 26 2B22T 100 99 98 96 95 88 80 70 51 23 15 13 11 63 54 42
25 20 0.82 0.407 0.002 \>100 12.2

4014029S 26- 31 2B23T 100 99 98 96 95 85 75 60 37 15 10 9 8 48 39 29 17
13 2.00 1.106 0.013 \>100 2.6

4014030S 31- 34 2B31 100 99 98 96 95 83 70 60 38 12 8 7 7 52 41 27 13 10
2.00 0.891 0.043 46.6 1.0

4014031S 34- 38 2B32 100 97 95 92 90 80 70 60 37 7 5 5 4 53 42 24 8 7
2.00 0.836 0.111 18.1 0.4

4014032S 38- 45 2C 1 F R A C T I O N S N O T D E T E R I M I N E D

4014033S 45- 60 2C 2 F R A C T I O N S N O T D E T E R I M I N E D

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.56 1.60 1.83
1.97 1.56 1.56 1.60 1.82 1.97 0.70 0.70

8- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.59 1.65 1.83
1.99 1.59 1.60 1.65 1.83 1.99 0.67 0.67

13- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.59 1.66
1.83 1.99 1.59 1.60 1.66 1.83 1.99 0.67 0.67

16- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.57 1.66
1.81 1.98 1.57 1.58 1.66 1.81 1.98 0.69 0.69

21- 26 30 \-- \-- 30 5 15 10 70 30 5 15 10 70 1.60

26- 31 40 \-- \-- 40 5 20 15 60 40 5 20 15 60 1.57 1.67 1.70 1.98 1.57
1.58 1.67 1.78 1.98 0.69 0.69

31- 34 40 \-- \-- 40 5 25 10 60 40 5 25 10 60 1.60

34- 38 40 \-- \-- 40 10 20 10 60 40 10 20 10 60 1.70

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-089-003 PRINT DATE 05/08/00

CLASSIFICATION: WAPSIE ; COARSE-LOAMY OVER SANDY OR SANDY-SKELETAL,
MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1767, SAMPLE
40A14024-14033

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 29 24 6 14 27 11 0.34 1.37 0.97
0.51 0.8 0.8 0.17 0.17

8- 13 \-- \-- \-- \-- \-- \-- \-- 100 27 24 9 16 24 7 0.36 0.80 0.64
0.38 0.2 1.2 0.2 1.2 0.15 0.15

13- 16 \-- \-- \-- \-- \-- \-- \-- 100 30 20 9 16 24 7 0.37 0.77 0.61
0.40 0.2 1.4 0.2 1.4 0.14 0.14

16- 21 \-- \-- \-- \-- \-- \-- \-- 100 36 14 9 17 24 0.42 0.77 0.61 0.39
0.2 1.9 0.2 1.9 0.14 0.14

21- 26 18 \-- \-- 18 3 9 6 82 42 8 9 40 0.38 0.80 0.66 0.42

26- 31 24 \-- \-- 24 3 12 9 76 46 5 8 28 13 0.17 0.89 0.71 0.43 2.1 0.2
2.1 0.07 0.12

31- 34 24 \-- \-- 24 3 15 6 76 50 4 7 40 0.88 0.68 0.39

34- 38 26 \-- \-- 26 6 13 6 74 57 2 5 36 0.92 0.72 0.45

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 54 46 12 3 13 16 19 4 18 27 12 48.4 40.7 10.9 4.7

8- 13 53 47 17 3 12 15 19 4 19 29 17 45.3 40.4 14.3 5.1

13- 16 60 40 19 5 13 16 22 4 16 24 19 50.6 33.6 15.8 5.2

16- 21 72 28 18 5 14 20 28 6 13 15 18 60.7 23.9 15.4 5.0

21- 26 34 34 28 56 11 12 12 15 20 27 8 8 8 18 70.8 13.8 15.4 4.6

26- 31 44 44 38 51 5 9 23 17 19 24 7 6 4 16 77.9 8.3 13.8 4.5 \-- 0.4

31- 34 43 43 38 53 4 7 16 19 28 26 5 4 3 13 82.7 6.1 11.2 4.5

34- 38 42 42 31 56 2 5 13 20 31 29 3 2 1 8 89.1 3.5 7.4 4.5

38- 45

45- 60

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 4.44 1.29

0-40 3.81 0.79

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S83IA-105-001 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 83P 72, (RP83IA105) JONES COUNTY NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 83P 394, SAMPLES 83P 1794- 1797 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

83P1794S 0- 33 AP&A2 23.7 66.3 10.0 25.7 40.6 4.9 2.3 2.5 0.3 \-- TR \--
\-- 5 \--

83P1795S 33- 51 BA 25.3 64.4 10.3 25.4 39.0 6.1 2.0 2.0 0.2 \-- TR \--
\-- 4 \--

83P1796S 51- 74 BT1 24.8 60.4 14.8 20.0 40.4 8.7 3.0 2.8 0.3 \-- TR \--
\-- 6 \--

83P1797S 89-109 2BW3 18.4 23.3 58.3 12.1 11.2 8.7 20.8 19.2 6.9 2.7 2 2
\-- 52 4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 33 1.76 0.46 10.8

33- 51 1.00 0.44 11.2

51- 74 0.48 0.44 11.0

89-109 0.12 0.41 7.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S83IA-105-001 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 83P 394, SAMPLE 83P 1794-
1797

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 33 6.4 6.7

33- 51 5.4 5.8

51- 74 5.3 5.8

89-109 5.5 6.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S83IA-105-001 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 83P 72, (RP83IA105) JONES COUNTY NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 83P 394, SAMPLES 83P 1794- 1797 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

83P1794S 0- 13 AP&A2 100 100 100 100 100 100 100 100 99 93 49 34 24 100
100 97 95 90 0.03 0.020 0.001 48.1 0.9

83P1795S 13- 20 BA 100 100 100 100 100 100 100 100 99 93 51 35 25 100
100 98 96 90 0.02 0.019 \-- 50.1 0.8

83P1796S 20- 29 BT1 100 100 100 100 100 100 100 100 99 90 45 33 25 100
100 97 94 85 0.03 0.023 0.001 55.8 0.9

83P1797S 35- 43 2BW3 100 100 100 100 100 99 98 96 82 45 29 22 18 93 87
68 48 40 0.17 0.108 0.001 \>100 3.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

13- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 29 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

35- 43 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S83IA-105-001 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 83P 394, SAMPLE 83P 1794-
1797

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 13 \-- \-- \-- \-- \-- \-- \-- 100 5 36 13 45 0.46

13- 20 \-- \-- \-- \-- \-- \-- \-- 100 6 35 14 45 0.44

20- 29 \-- \-- \-- \-- \-- \-- \-- 100 8 33 14 45 0.44

35- 43 2 \-- \-- 2 \-- 1 1 98 31 12 10 44 0.41

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 13 13 87 31 TR 3 3 6 53 34 31 SIL SIL 10.0 66.3 23.7 6.4

13- 20 14 86 34 TR 3 3 8 52 34 34 SIL SIL 10.3 64.4 25.3 5.4

20- 29 20 80 33 TR 4 4 12 54 27 33 SIL SIL 14.8 60.4 24.8 5.3

35- 43 5 5 5 68 27 21 3 8 24 25 11 14 15 23 L FSL 58.3 23.3 18.4 5.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.42 1.76

0-40 0.42 1.63

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S83IA-105-002 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : PALMS ; LOAMY, MIXED, MESIC TERRIC MEDISAPRIST

REVISED TO : PALMS ; LOAMY, MIXED, EUTIC, MESIC TERRIC MEDISAPRIST

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 83P 72, (RP83IA105) JONES COUNTY NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 83P 395, SAMPLES 83P 1798- 1801 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

83P1798S 0- 33 OA1 TR TR \-- TR

83P1799S 33- 56 OA2 TR \-- \-- \--

83P1800S 56- 79 OA3 \-- \-- \-- \--

83P1801S 79-152 CG 20.0 75.7 4.3 0.6 37.9 37.8 2.8 0.8 0.4 0.3 \-- \--
\-- \-- 1 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 33 82.7

33- 56 92.8

56- 79 70.5

79-152 0.84 16.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S83IA-105-002 PRINT DATE 05/08/00

SAMPLED AS : PALMS ; LOAMY, MIXED, MESIC TERRIC MEDISAPRIST

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 83P 395, SAMPLE 83P 1798-
1801

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 33 TR 6.4 6.3

33- 56 5.9 6.0

56- 79 8 6.6 6.6

79-152 20 7.3 7.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S83IA-105-002 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : PALMS ; LOAMY, MIXED, MESIC TERRIC MEDISAPRIST

REVISED TO : PALMS ; LOAMY, MIXED, EUTIC, MESIC TERRIC MEDISAPRIST

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 83P 72, (RP83IA105) JONES COUNTY NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 83P 395, SAMPLES 83P 1798- 1801 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

83P1798S 0- 13 OA1 F R A C T I O N S N O T D E T E R I M I N E D

83P1799S 13- 22 OA2 F R A C T I O N S N O T D E T E R I M I N E D

83P1800S 22- 31 OA3 F R A C T I O N S N O T D E T E R I M I N E D

83P1801S 31- 60 CG 100 100 100 100 100 100 100 100 100 97 58 35 20 100
100 99 98 96 0.02 0.012 0.001 33.3 1.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

31- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S83IA-105-002 PRINT DATE 05/08/00

CLASSIFICATION: PALMS ; LOAMY, MIXED, EUTIC, MESIC TERRIC MEDISAPRIST

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 83P 395, SAMPLE 83P 1798-
1801

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

31- 60 \-- \-- \-- \-- \-- \-- \-- 100 2 41 11 45 0.84

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 13

13- 22

22- 31

31- 60 5 95 25 TR TR 1 3 47 47 25 SIL 4.3 75.7 20.0 7.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0011 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 402, SAMPLES 85P 1956- 1961 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1956S 0- 15 AP 21.8 75.8 2.4 32.1 43.7 1.3 0.4 0.4 0.2 0.1 TR \-- \--
1 TR

85P1957S 15- 23 BE 25.3 72.4 2.3 32.2 40.2 1.4 0.5 0.4 \-- \-- \-- \--
\-- 1 \--

85P1958S 23- 36 BT1 27.3 70.7 2.0 29.5 41.2 1.3 0.3 0.3 0.1 \-- \-- \--
\-- 1 \--

85P1959S 36- 51 BT2 29.2 68.8 2.0 26.7 42.1 1.6 0.2 0.2 \-- \-- \-- \--
\-- TR \--

85P1960S 51- 64 BT2 27.5 70.3 2.2 24.9 45.4 1.8 0.2 0.2 \-- \-- \-- \--
\-- TR \--

85P1961S 64- 77 BT3 27.2 70.8 2.0 24.7 46.1 1.6 0.2 0.2 \-- \-- \-- \--
\-- TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.60 0.46 10.1

15- 23 0.75 0.43 10.9

23- 36 0.52 0.45 12.3

36- 51 0.39 0.46 13.3

51- 64 0.30 0.46 12.7

64- 77 0.24 0.47 12.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 23- 73: PCT CLAY 28 PCT .1-75MM 0

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0011 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 402, SAMPLE 85P 1956-
1961

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 6.9 7.1

15- 23 6.4 6.9

23- 36 6.2 6.8

36- 51 5.8 6.4

51- 64 5.1 5.7

64- 77 5.2 5.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0011 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 402, SAMPLES 85P 1956- 1961 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1956S 0- 6 AP 100 100 100 100 100 100 100 100 100 98 54 35 22 100 100
99 99 98 0.02 0.015 0.001 39.5 1.0

85P1957S 6- 9 BE 100 100 100 100 100 100 100 100 100 98 57 38 25 100 100
100 99 98 0.02 0.012 \-- 42.6 0.7

85P1958S 9- 14 BT1 100 100 100 100 100 100 100 100 100 99 57 39 27 100
100 100 99 98 0.02 0.012 \-- 46.2 0.6

85P1959S 14- 20 BT2 100 100 100 100 100 100 100 100 100 99 56 40 29 100
100 100 100 98 0.02 0.012 \-- 49.7 0.5

85P1960S 20- 25 BT2 100 100 100 100 100 100 100 100 100 99 52 37 28 100
100 100 100 98 0.02 0.016 \-- 50.5 0.6

85P1961S 25- 30 BT3 100 100 100 100 100 100 100 100 100 99 52 37 27 100
100 100 100 98 0.02 0.017 \-- 50.4 0.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

6- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

9- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0011 PRINT DATE 05/08/00

CLASSIFICATION: FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 402, SAMPLE 85P 1956-
1961

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 TR \-- \-- \-- \-- \-- TR 100 1 41 12 45 0.46

6- 9 \-- \-- \-- \-- \-- \-- \-- 100 1 40 14 45 0.43

9- 14 \-- \-- \-- \-- \-- \-- \-- 100 1 39 15 45 0.45

14- 20 \-- \-- \-- \-- \-- \-- \-- 100 1 38 16 45 0.46

20- 25 \-- \-- \-- \-- \-- \-- \-- 100 1 38 15 45 0.46

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 1 39 15 45 0.47

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 3 97 28 TR TR 1 1 2 56 41 28 SIL 2.4 75.8 21.8 6.9

6- 9 3 97 34 1 1 2 54 43 34 SIL 2.3 72.4 25.3 6.4

9- 14 3 97 38 TR TR TR 2 57 41 38 SICL 2.0 70.7 27.3 6.2

14- 20 3 97 41 TR TR 2 59 38 41 SICL 2.0 68.8 29.2 5.8

20- 25 3 97 38 TR TR 2 63 34 38 SICL 2.2 70.3 27.5 5.1

25- 30 3 97 37 TR TR 2 63 34 37 SICL 2.0 70.8 27.2 5.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0012 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 403, SAMPLES 85P 1962- 1968 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1962S 64- 13 AP 28.4 69.9 1.7 25.6 44.3 1.2 0.2 0.2 0.1 \-- \-- \--
\-- TR \--

85P1963S 13- 20 BT1 27.1 70.8 2.1 25.4 45.4 1.8 0.2 0.1 \-- \-- TR \--
\-- TR TR

85P1964S 20- 30 BT2 26.9 71.4 1.7 27.0 44.4 1.4 0.2 0.1 \-- \-- TR \--
\-- TR TR

85P1965S 30- 41 BT2 26.9 71.5 1.6 25.3 46.2 1.3 0.2 0.1 \-- \-- \-- \--
\-- TR \--

85P1966S 41- 53 BT3 26.4 72.4 1.2 25.1 47.3 1.1 0.1 \-- \-- \-- \-- \--
\-- TR \--

85P1967S 53- 66 BT3 24.2 73.4 2.4 24.2 49.2 2.2 0.2 \-- \-- \-- TR \--
\-- TR TR

85P1968S 66- 91 BC 23.1 75.7 1.2 26.7 49.0 1.0 0.2 \-- \-- \-- \-- \--
\-- TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

64- 13 0.73 0.47 13.3

13- 20 0.27 0.48 13.0

20- 30 0.22 0.48 12.8

30- 41 0.22 0.49 13.1

41- 53 0.21 0.50 13.2

53- 66 0.17 0.49 11.8

66- 91 0.15 0.49 11.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 13- 63: PCT CLAY 26 PCT .1-75MM 0

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0012 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 403, SAMPLE 85P 1962-
1968

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

64- 13 5.8 6.3

13- 20 5.3 6.0

20- 30 5.0 5.7

30- 41 4.9 5.9

41- 53 5.0 5.9

53- 66 5.0 5.9

66- 91 5.2 6.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0012 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 403, SAMPLES 85P 1962- 1968 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1962S 25- 5 AP 100 100 100 100 100 100 100 100 100 99 54 39 28 100
100 100 99 98 0.02 0.014 \-- 50.3 0.5

85P1963S 5- 8 BT1 100 100 100 100 100 100 100 100 100 99 52 37 27 100
100 100 100 98 0.02 0.016 \-- 49.7 0.6

85P1964S 8- 12 BT2 100 100 100 100 100 100 100 100 100 99 54 38 27 100
100 100 100 98 0.02 0.014 \-- 48.2 0.6

85P1965S 12- 16 BT2 100 100 100 100 100 100 100 100 100 99 52 37 27 100
100 100 100 98 0.02 0.016 \-- 49.6 0.6

85P1966S 16- 21 BT3 100 100 100 100 100 100 100 100 100 99 51 36 26 100
100 100 100 99 0.02 0.017 \-- 49.3 0.7

85P1967S 21- 26 BT3 100 100 100 100 100 100 100 100 100 99 48 34 24 100
100 100 100 98 0.02 0.021 0.001 47.9 0.9

85P1968S 26- 36 BC 100 100 100 100 100 100 100 100 100 99 50 34 23 100
100 100 100 99 0.02 0.020 0.001 44.7 1.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

25- 5 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

5- 8 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

8- 12 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

12- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

21- 26 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

26- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0012 PRINT DATE 05/08/00

CLASSIFICATION: FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 403, SAMPLE 85P 1962-
1968

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

25- 5 \-- \-- \-- \-- \-- \-- \-- 100 1 38 16 45 0.47

5- 8 TR \-- \-- \-- \-- \-- TR 100 1 39 15 45 0.48

8- 12 TR \-- \-- \-- \-- \-- TR 100 1 39 15 45 0.48

12- 16 \-- \-- \-- \-- \-- \-- \-- 100 1 39 15 45 0.49

16- 21 \-- \-- \-- \-- \-- \-- \-- 100 1 40 14 45 0.50

21- 26 TR \-- \-- \-- \-- \-- TR 100 1 40 13 45 0.49

26- 36 \-- \-- \-- \-- \-- \-- \-- 100 1 41 13 45 0.49

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

25- 5 2 98 40 TR TR TR 2 62 36 40 SIL SICL 1.7 69.9 28.4 5.8

5- 8 3 97 37 TR TR 2 62 35 37 SICL SICL 2.1 70.8 27.1 5.3

8- 12 2 98 37 TR TR 2 61 37 37 SICL SIL 1.7 71.4 26.9 5.0

12- 16 2 98 37 TR TR 2 63 35 37 SICL SIL 1.6 71.5 26.9 4.9

16- 21 2 98 36 TR 1 64 34 36 SICL SIL 1.2 72.4 26.4 5.0

21- 26 3 97 32 TR 3 65 32 32 SICL SIL 2.4 73.4 24.2 5.0

26- 36 2 98 30 TR 1 64 35 30 SIL SIL 1.2 75.7 23.1 5.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0013 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : EXETTE ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

REVISED TO : EXETTE ; FINE-SILTY, MIXED, MESIC TYPIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 404, SAMPLES 85P 1969- 1974 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1969S 0- 10 AP 28.1 70.2 1.7 25.0 45.2 1.2 0.2 0.2 0.1 \-- TR TR \--
TR TR

85P1970S 10- 23 BW1 27.0 71.5 1.5 24.3 47.2 1.1 0.2 0.2 \-- \-- TR \--
\-- TR TR

85P1971S 23- 33 BW2 26.3 72.2 1.5 24.9 47.3 1.5 \-- \-- \-- \-- \-- \--
\-- \-- \--

85P1972S 33- 48 BC 26.3 72.6 1.1 24.8 47.8 1.1 \-- \-- \-- \-- \-- \--
\-- \-- \--

85P1973S 48- 69 C1 18.3 80.8 0.9 1.1 28.1 52.7 0.9 \-- \-- \-- \-- \--
\-- \-- \-- \--

85P1974S 69- 84 C2 17.3 81.8 0.9 1.7 27.5 54.3 0.8 \-- \-- 0.1 \-- \--
\-- \-- TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 10 0.96 0.46 12.9

10- 23 0.52 0.47 12.8

23- 33 0.32 0.48 12.5

33- 48 0.35 0.50 13.1

48- 69 0.20 0.46 8.5

69- 84 0.16 0.47 8.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0013 PRINT DATE 05/08/00

SAMPLED AS : EXETTE ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 404, SAMPLE 85P 1969-
1974

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 10 6.2 6.6

10- 23 6.2 6.8

23- 33 6.1 6.8

33- 48 6.4 7.2

48- 69 14 7.6 8.3

69- 84 15 7.6 8.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0013 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : EXETTE ; FINE-SILTY, MIXED, MESIC DYSTRIC EUTROCHREPT

REVISED TO : EXETTE ; FINE-SILTY, MIXED, MESIC TYPIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 404, SAMPLES 85P 1969- 1974 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1969S 0- 4 AP 100 100 100 100 100 100 100 100 100 99 53 38 28 100 100
100 99 98 0.02 0.015 \-- 50.7 0.5

85P1970S 4- 9 BW1 100 100 100 100 100 100 100 100 100 99 51 37 27 100
100 100 100 98 0.02 0.018 \-- 50.5 0.6

85P1971S 9- 13 BW2 100 100 100 100 100 100 100 100 100 99 51 36 26 100
100 100 100 99 0.02 0.018 \-- 49.4 0.7

85P1972S 13- 19 BC 100 100 100 100 100 100 100 100 100 100 51 36 26 100
100 100 100 99 0.02 0.018 \-- 49.4 0.7

85P1973S 19- 27 C1 100 100 100 100 100 100 100 100 100 100 46 29 18 100
100 100 100 99 0.03 0.021 0.001 36.0 1.5

85P1974S 27- 33 C2 100 100 100 100 100 100 100 100 100 100 45 28 17 100
100 100 100 99 0.03 0.022 0.001 34.1 1.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 4 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

4- 9 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

9- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

13- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

27- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0013 PRINT DATE 05/08/00

CLASSIFICATION: EXETTE ; FINE-SILTY, MIXED, MESIC TYPIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 404, SAMPLE 85P 1969-
1974

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 4 TR \-- \-- \-- \-- TR TR 100 1 39 16 45 0.46

4- 9 TR \-- \-- \-- \-- \-- TR 100 1 39 15 45 0.47

9- 13 \-- \-- \-- \-- \-- \-- \-- 100 1 39 14 45 0.48

13- 19 \-- \-- \-- \-- \-- \-- \-- 100 1 40 14 45 0.50

19- 27 \-- \-- \-- \-- \-- \-- \-- 100 1 44 10 45 0.46

27- 33 \-- \-- \-- \-- \-- \-- \-- 100 1 45 9 45 0.47

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 4 2 98 39 TR TR TR 2 63 35 39 SIL SICL 1.7 70.2 28.1 6.2

4- 9 2 98 37 TR TR 2 65 33 37 SIL SICL 1.5 71.5 27.0 6.2

9- 13 2 98 36 2 64 34 36 SIL SIL 1.5 72.2 26.3 6.1

13- 19 1 99 36 1 65 34 36 SI SIL 1.1 72.6 26.3 6.4

19- 27 1 99 22 1 65 34 22 SI SI 0.9 80.8 18.3 7.6

27- 33 1 99 21 TR 1 66 33 21 SI SI 0.9 81.8 17.3 7.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0021 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 405, SAMPLES 85P 1975- 1980 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1975S 0- 15 AP 16.1 43.9 40.0 14.7 29.2 3.2 16.2 18.0 2.4 0.2 \-- \--
\-- 37 \--

85P1976S 15- 23 BE 13.8 32.8 53.4 12.4 20.4 2.9 20.6 25.4 3.9 0.6 TR \--
\-- 50 TR

85P1977S 23- 36 BW1 13.9 28.3 57.8 10.7 17.6 4.0 24.3 25.1 4.0 0.4 TR
\-- \-- 54 TR

85P1978S 36- 46 BW1 15.6 24.9 59.5 10.5 14.4 5.2 23.7 24.6 4.6 1.4 1 1
\-- 55 2

85P1979S 46- 61 2BT1 22.3 30.1 47.6 15.4 14.7 8.6 16.4 13.6 5.9 3.1 2 2
\-- 41 4

85P1980S 61- 76 2BT1 22.8 31.2 46.0 16.1 15.1 9.1 16.0 12.1 6.2 2.6 2 1
\-- 39 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.27 0.46 7.4

15- 23 0.63 0.45 6.2

23- 36 0.61 0.43 6.0

36- 46 0.31 0.44 6.8

46- 61 0.31 0.42 9.3

61- 76 0.24 0.42 9.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0021 PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 405, SAMPLE 85P 1975-
1980

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 6.3 6.9

15- 23 5.7 6.4

23- 36 5.9 6.6

36- 46 5.9 6.7

46- 61 6.2 6.9

61- 76 5.8 6.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0021 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 405, SAMPLES 85P 1975- 1980 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1975S 0- 6 AP 100 100 100 100 100 100 100 100 93 62 31 22 16 100 97
79 63 60 0.05 0.037 0.001 59.8 7.4

85P1976S 6- 9 BE 100 100 100 100 100 100 100 100 89 48 26 19 14 99 95 70
50 47 0.16 0.102 0.001 \>100 3.3

85P1977S 9- 14 BW1 100 100 100 100 100 100 100 100 89 44 25 18 14 100 96
71 46 42 0.17 0.115 0.001 \>100 4.0

85P1978S 14- 18 BW1 100 100 100 100 100 100 99 98 86 43 26 19 15 97 92
68 45 40 0.18 0.123 0.001 \>100 4.3

85P1979S 18- 24 2BT1 100 100 100 100 100 99 98 96 84 55 36 27 21 93 87
74 59 50 0.11 0.049 0.001 \>100 0.9

85P1980S 24- 30 2BT1 100 100 100 100 100 100 99 97 86 57 38 28 22 94 88
77 61 52 0.09 0.043 0.001 \>100 0.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 9 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

9- 14 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

14- 18 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

18- 24 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

24- 30 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0021 PRINT DATE 05/08/00

CLASSIFICATION: BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 405, SAMPLE 85P 1975-
1980

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 22 24 9 45 0.46

6- 9 TR \-- \-- \-- \-- \-- TR 100 29 18 8 45 0.45

9- 14 TR \-- \-- \-- \-- \-- TR 100 31 15 8 45 0.43

14- 18 1 \-- \-- 1 \-- 1 1 99 32 13 8 45 0.44

18- 24 2 \-- \-- 2 \-- 1 1 98 25 16 12 44 0.42

24- 30 2 \-- \-- 2 \-- 1 1 98 25 17 12 45 0.42

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 48 52 19 TR 3 21 19 4 35 18 19 L L 40.0 43.9 16.1 6.3

6- 9 62 38 16 1 5 29 24 3 24 14 16 L FSL 53.4 32.8 13.8 5.7

9- 14 67 33 16 TR 5 29 28 5 20 12 16 L FSL 57.8 28.3 13.9 5.9

14- 18 2 2 2 69 29 18 2 5 29 28 6 17 12 18 L SL 59.5 24.9 15.6 5.9

18- 24 5 5 5 58 37 27 4 8 18 21 11 19 20 29 L L 47.6 30.1 22.3 6.2

24- 30 4 4 4 57 39 28 3 8 16 21 12 20 21 30 L L 46.0 31.2 22.8 5.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.72 1.16

0-40 3.44 0.83

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0022 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 406, SAMPLES 85P 1981- 1985 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1981S 0- 20 AP 17.3 48.6 34.1 17.8 30.8 3.4 14.5 13.9 1.9 0.4 TR \--
\-- 31 TR

85P1982S 20- 30 BE 12.6 36.6 50.8 13.6 23.0 4.0 21.8 21.8 3.0 0.2 TR \--
\-- 47 TR

85P1983S 30- 43 BW1 12.3 32.6 55.1 12.1 20.5 4.1 24.1 23.4 3.0 0.5 TR TR
\-- 51 TR

85P1984S 43- 58 2BT1 13.9 20.8 65.3 8.6 12.2 5.0 26.5 27.0 5.2 1.6 2 1
\-- 61 3

85P1985S 58- 74 2BT1 22.3 30.5 47.2 15.0 15.5 8.5 16.6 13.1 5.8 3.2 2 1
\-- 41 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.34 0.45 7.7

20- 30 0.65 0.42 5.3

30- 43 0.49 0.41 5.1

43- 58 0.72 0.38 5.3

58- 74 0.25 0.39 8.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0022 PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 406, SAMPLE 85P 1981-
1985

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 6.3 6.8

20- 30 5.5 6.0

30- 43 5.6 6.0

43- 58 5.2 5.7

58- 74 5.3 5.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0022 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 406, SAMPLES 85P 1981- 1985 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1981S 0- 8 AP 100 100 100 100 100 100 100 100 94 68 35 24 17 100 98
84 69 66 0.04 0.031 0.001 55.4 3.4

85P1982S 8- 12 BE 100 100 100 100 100 100 100 100 91 51 26 18 13 100 97
75 53 49 0.13 0.057 0.001 \>100 3.3

85P1983S 12- 17 BW1 100 100 100 100 100 100 100 100 91 47 24 17 12 100
97 73 49 45 0.15 0.104 0.001 \>100 3.3

85P1984S 17- 23 2BT1 100 100 100 100 100 100 99 97 84 36 22 17 13 95 90
64 39 34 0.22 0.151 0.001 \>100 6.0

85P1985S 23- 29 2BT1 100 100 100 100 100 100 99 97 85 56 36 27 22 94 88
76 59 51 0.10 0.046 0.001 \>100 0.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

8- 12 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

12- 17 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.45

17- 23 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

23- 29 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0022 PRINT DATE 05/08/00

CLASSIFICATION: BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 406, SAMPLE 85P 1981-
1985

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- \-- TR 100 19 27 9 45 0.45

8- 12 TR \-- \-- \-- \-- \-- TR 100 28 20 7 45 0.42

12- 17 TR \-- \-- \-- \-- TR TR 100 30 18 7 45 0.41

17- 23 2 \-- \-- 2 \-- 1 1 98 35 11 7 45 0.38

23- 29 2 \-- \-- 2 \-- 1 1 98 25 16 12 45 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 41 59 21 TR 2 17 18 4 37 22 21 L L 34.1 48.6 17.3 6.3

8- 12 58 42 14 TR 3 25 25 5 26 16 14 L L 50.8 36.6 12.6 5.5

12- 17 63 37 14 1 3 27 27 5 23 14 14 L FSL 55.1 32.6 12.3 5.6

17- 23 3 3 3 73 23 16 2 6 31 31 6 14 10 16 L SL 65.3 20.8 13.9 5.2

23- 29 4 4 4 58 38 28 4 7 17 21 11 20 19 29 L L 47.2 30.5 22.3 5.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.97 1.34

0-40 3.11 0.95

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0023 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 407, SAMPLES 85P 1986- 1990 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1986S 0- 20 AP 20.0 42.0 38.0 14.1 27.9 5.8 14.3 13.0 3.8 1.1 1 3 \--
35 4

85P1987S 20- 36 BW1 22.2 38.1 39.7 15.2 22.9 5.5 14.5 13.7 4.4 1.6 1 1
\-- 36 2

85P1988S 36- 53 2BT1 24.2 34.8 41.0 15.8 19.0 6.9 14.0 11.9 5.2 3.0 2 1
\-- 36 3

85P1989S 53- 71 2BT2 24.1 31.7 44.2 15.6 16.1 8.2 15.3 12.0 6.1 2.6 2 1
\-- 38 3

85P1990S 71- 91 2BT3 24.6 32.0 43.4 15.6 16.4 8.0 14.9 11.5 5.9 3.1 2 1
\-- 37 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.32 0.43 8.5

20- 36 0.74 0.40 8.9

36- 53 0.45 0.41 9.9

53- 71 0.24 0.43 10.3

71- 91 0.23 0.41 10.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 36- 86: PCT CLAY 24 PCT .1-75MM 37

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0023 PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 407, SAMPLE 85P 1986-
1990

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 6.5 7.0

20- 36 5.9 6.6

36- 53 5.9 6.7

53- 71 5.6 6.3

71- 91 5.5 6.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0023 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 407, SAMPLES 85P 1986- 1990 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1986S 0- 8 AP 100 100 100 100 100 99 97 96 88 63 33 25 19 95 91 79 65
60 0.05 0.036 0.001 80.0 4.5

85P1987S 8- 14 BW1 100 100 100 100 100 100 99 98 89 62 37 28 22 96 92 79
64 59 0.06 0.035 0.001 97.5 1.6

85P1988S 14- 21 2BT1 100 100 100 100 100 100 99 97 86 61 39 30 23 94 89
78 64 57 0.07 0.035 0.001 \>100 0.8

85P1989S 21- 28 2BT2 100 100 100 100 100 100 99 97 86 59 39 29 23 94 89
77 62 54 0.08 0.039 0.001 \>100 0.7

85P1990S 28- 36 2BT3 100 100 100 100 100 100 99 97 85 59 39 30 24 94 88
77 63 55 0.08 0.038 0.001 \>100 0.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 4 \-- \-- 4 \-- 3 1 96 4 \-- 3 1 96 1.48

8- 14 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.47

14- 21 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

21- 28 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

28- 36 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0023 PRINT DATE 05/08/00

CLASSIFICATION: BASSETT ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 407, SAMPLE 85P 1986-
1990

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 2 \-- \-- 2 \-- 2 1 98 20 23 11 44 0.43

8- 14 1 \-- \-- 1 \-- 1 1 99 21 21 12 45 0.40

14- 21 2 \-- \-- 2 \-- 1 1 98 22 19 13 45 0.41

21- 28 2 \-- \-- 2 \-- 1 1 98 24 17 13 45 0.43

28- 36 2 \-- \-- 2 \-- 1 1 98 23 17 13 45 0.41

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 5 5 5 45 50 24 1 5 16 18 7 35 18 25 L L 38.0 42.0 20.0 6.5

8- 14 3 3 3 50 48 28 2 6 18 19 7 29 20 29 L L 39.7 38.1 22.2 5.9

14- 21 4 4 4 52 44 31 4 7 16 18 9 25 21 32 L L 41.0 34.8 24.2 5.9

21- 28 4 4 4 56 40 31 3 8 16 20 11 21 21 32 L L 44.2 31.7 24.1 5.6

28- 36 4 4 4 55 41 31 4 8 15 20 11 22 21 33 L L 43.4 32.0 24.6 5.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.90 1.32

0-40 1.83 1.00

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0024 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 408, SAMPLES 85P 1991- 1996 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1991S 0- 13 AP 17.4 37.9 44.7 13.3 24.6 6.1 16.6 14.7 4.9 2.4 3 7 \--
45 10

85P1992S 13- 25 BW1 17.1 33.7 49.2 15.0 18.7 6.4 16.1 14.7 7.2 4.8 3 5
\-- 47 8

85P1993S 25- 38 2BT1 18.5 29.1 52.4 13.6 15.5 6.8 15.5 13.7 8.2 8.2 5 10
\-- 54 15

85P1994S 38- 48 2BT1 21.7 31.9 46.4 15.7 16.2 8.3 15.6 12.6 6.4 3.5 2 1
\-- 40 3

85P1995S 48- 64 2BT2 23.4 32.2 44.4 16.0 16.2 8.5 15.5 11.8 6.0 2.6 1 1
\-- 37 2

85P1996S 64- 86 2BT3 24.5 31.7 43.8 15.5 16.2 7.9 15.6 12.2 5.9 2.2 1 1
\-- 37 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 13 1.01 0.44 7.6

13- 25 0.45 0.40 6.8

25- 38 0.26 0.41 7.6

38- 48 0.17 0.39 8.5

48- 64 0.13 0.38 8.9

64- 86 0.12 0.39 9.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25- 75: PCT CLAY 22 PCT .1-75MM 42

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-105-0024 PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 408, SAMPLE 85P 1991-
1996

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 13 6.6 7.2

13- 25 5.4 6.1

25- 38 5.7 6.4

38- 48 6.1 6.7

48- 64 5.9 6.5

64- 86 5.0 5.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0024 (JONES COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 75, (RP85IA112) JONES CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 408, SAMPLES 85P 1991- 1996 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1991S 0- 5 AP 100 100 100 100 100 97 93 90 80 53 28 20 16 88 83 70 55
50 0.13 0.051 0.001 \>100 4.2

85P1992S 5- 10 BW1 100 100 100 100 100 98 95 92 78 50 30 21 16 88 81 67
53 47 0.16 0.073 0.001 \>100 3.1

85P1993S 10- 15 2BT1 100 100 100 100 100 95 90 85 68 44 27 20 16 78 71
59 46 40 0.26 0.130 0.001 \>100 2.6

85P1994S 15- 19 2BT1 100 100 100 100 100 100 99 97 84 57 36 27 21 94 87
75 60 52 0.10 0.045 0.001 \>100 1.0

85P1995S 19- 25 2BT2 100 100 100 100 100 100 99 98 87 59 39 29 23 95 90
78 63 54 0.08 0.039 0.001 \>100 0.7

85P1996S 25- 34 2BT3 100 100 100 100 100 100 99 98 87 59 39 30 24 96 90
78 63 55 0.08 0.037 0.001 \>100 0.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 5 10 \-- \-- 10 \-- 7 3 90 10 \-- 7 3 90 1.52

5- 10 8 \-- \-- 8 \-- 5 3 92 8 \-- 5 3 92 1.50

10- 15 15 \-- \-- 15 \-- 10 5 85 15 \-- 10 5 85 1.55

15- 19 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.46

19- 25 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

25- 34 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-105-0024 PRINT DATE 05/08/00

CLASSIFICATION: BASSETT ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 408, SAMPLE 85P 1991-
1996

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 5 6 \-- \-- 6 \-- 4 2 94 23 20 9 43 0.44

5- 10 5 \-- \-- 5 \-- 3 2 95 26 18 9 43 0.40

10- 15 9 \-- \-- 9 \-- 6 3 91 27 15 9 41 0.41

15- 19 2 \-- \-- 2 \-- 1 1 98 25 17 12 45 0.39

19- 25 1 \-- \-- 1 \-- 1 1 99 24 17 13 45 0.38

25- 34 1 \-- \-- 1 \-- 1 1 99 23 17 13 45 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 5 12 12 12 48 40 19 3 6 18 20 7 30 16 21 L L 44.7 37.9 17.4 6.6

5- 10 9 9 9 54 37 19 6 9 18 19 8 23 18 21 L L 49.2 33.7 17.1 5.4

10- 15 18 18 18 53 29 19 10 10 17 19 8 19 17 23 L SL 52.4 29.1 18.5 5.7

15- 19 4 4 4 57 39 27 4 8 16 20 11 21 20 28 L L 46.4 31.9 21.7 6.1

19- 25 3 3 3 56 41 30 3 8 15 20 11 21 21 31 L L 44.4 32.2 23.4 5.9

25- 34 3 3 3 56 41 32 3 8 16 21 10 21 21 32 L L 43.8 31.7 24.5 5.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S44IA-113-001 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ;

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4010793S 0- 8 A1 13.0 79.2 7.8 42.2 5.6 0.9 0.4 0.7 0.2 \-- \-- \-- 2
\--

4010794S 8- 15 A21 11.7 80.9 7.4 43.0 5.7 0.8 0.4 0.4 0.1 \-- \-- \-- 2
\--

4010795S 15- 23 A21 12.1 80.0 7.9 41.9 5.9 1.0 0.4 0.5 0.1 \-- \-- \-- 2
\--

4010796S 23- 30 A22 16.1 77.4 6.5 41.1 5.1 0.6 0.3 0.4 0.1 \-- \-- \-- 1
\--

4010797S 30- 38 A3 20.9 72.8 6.3 41.0 5.3 0.5 0.2 0.2 0.1 \-- \-- \-- 1
\--

4010798S 38- 48 B1 25.2 69.0 5.8 35.9 5.3 0.3 0.1 0.1 \-- \-- \-- \-- TR
\--

4010799S 48- 58 B21 28.1 63.0 8.9 29.7 8.2 0.5 0.1 0.1 \-- \-- \-- \-- 1
\--

4010800S 58- 66 B21 29.4 60.4 10.2 27.2 9.5 0.5 0.1 0.1 \-- \-- \-- \--
1 \--

4010801S 66- 74 B22 30.0 58.8 11.2 25.6 10.4 0.6 0.1 0.1 \-- \-- \-- \--
1 \--

4010802S 74- 84 B22 29.2 58.7 12.1 24.6 11.3 0.6 0.1 0.1 \-- \-- \-- \--
1 \--

4010803S 84- 91 B22 30.3 57.8 11.9 22.9 11.1 0.6 0.1 0.1 \-- \-- \-- \--
1 \--

4010804S 91- 99 B22 29.3 59.7 11.0 22.3 10.4 0.4 0.1 0.1 \-- \-- \-- \--
1 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 8 3.60

8- 15 1.30

15- 23 0.60

23- 30 0.40

30- 38 0.30

38- 48 0.30

48- 58 0.30

58- 66 0.40

66- 74 0.40

74- 84 0.30

84- 91 0.10

91- 99

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 30- 80: PCT CLAY 27 PCT .1-75MM 1

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S44IA-113-001 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1406, SAMPLE
40A10793-10814

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 8 5.5 1.3 6.8 7.6 14.4 47 0.25 5.7

8- 15 1.4 0.7 2.1 7.3 9.4 22 0.25 5.0

15- 23 0.25 5.0

23- 30 3.1 1.2 4.3 5.0 9.3 46 0.25 5.1

30- 38 0.25 4.9

38- 48 \-- 4.8

48- 58 7.4 3.2 10.6 8.3 18.9 56 \-- 4.9

58- 66 0.25 5.0

66- 74 9.9 4.2 14.1 8.0 22.1 64 0.25 5.0

74- 84 10.0 4.1 14.1 7.5 21.6 65 0.25 5.1

84- 91 10.9 4.6 15.5 7.3 22.8 68 0.25 5.1

91- 99 0.25

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S44IA-113-001 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ;

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4010805S 99-104 B23 28.4 61.1 10.5 23.4 9.9 0.4 0.1 0.1 \-- \-- \-- \--
1 \--

4010806S 104-112 B23 28.2 61.3 10.5 24.2 9.9 0.4 0.1 0.1 \-- \-- \-- \--
1 \--

4010807S 112-119 B23 28.0 61.4 10.6 23.2 10.0 0.4 0.1 0.1 \-- \-- \--
\-- 1 \--

4010808S 119-127 B31 28.4 59.8 11.8 21.9 11.2 0.4 0.1 0.1 \-- \-- \--
\-- 1 \--

4010809S 127-135 B31 26.8 60.2 13.0 19.8 12.3 0.5 0.1 0.1 \-- \-- \--
\-- 1 \--

4010810S 135-142 B31 27.1 58.7 14.2 20.2 13.4 0.6 0.1 0.1 \-- \-- \--
\-- 1 \--

4010811S 142-152 B32 26.7 59.1 14.2 20.9 13.5 0.5 0.1 0.1 \-- \-- \--
\-- 1 \--

4010812S 152-165 B32 26.0 61.5 12.5 21.1 11.8 0.5 0.1 0.1 \-- \-- \--
\-- 1 \--

4010813S 165-190 B33 26.8 62.0 11.2 22.7 10.6 0.4 0.1 0.1 \-- \-- \--
\-- 1 \--

4010814S 457-597 C 17.8 70.0 12.2 21.7 11.7 0.3 0.1 0.1 \-- \-- \-- \--
TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

99-104

104-112

112-119

119-127

127-135

135-142

142-152

152-165

165-190

457-597

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 30- 80: PCT CLAY 28 PCT .1-75MM 1

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S44IA-113-001 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1406, SAMPLE
40A10793-10814

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

99-104 10.8 4.7 15.5 6.9 22.4 69 0.25

104-112 0.25

112-119 11.0 4.7 15.7 6.6 22.3 70 0.25

119-127 \--

127-135 10.8 4.6 15.4 5.4 20.8 74 \--

135-142 0.25

142-152 11.0 4.9 15.9 5.0 20.9 76 0.25

152-165 0.25

165-190 11.2 5.0 16.2 4.8 21.0 77 0.25

457-597 11.5 4.2 15.7 \-- 15.7 100 0.25

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S44IA-113-001 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1406, SAMPLE
40A10793-10814

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

MINERAL INTERPRETATION:

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

PEDON MINERALOGY

BASED ON SAND/SILT:

BASED ON CLAY:

FAMILY MINERALOGY:

COMMENTS:

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S44IA-113-001 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1406, SAMPLE
40A10793-10814

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

MINERAL INTERPRETATION:

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S44IA-113-001 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ;

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1406, SAMPLES 40A10793-10814 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010793S 0- 3 A1 100 100 100 100 100 100 100 100 99 95 55 30 13 100 99
99 98 92 \-- 0.002 \-- \-- \--

4010794S 3- 6 A21 100 100 100 100 100 100 100 100 99 96 55 29 12 100 99
99 98 93 \-- 0.002 \-- \-- \--

4010795S 6- 9 A21 100 100 100 100 100 100 100 100 99 95 54 29 12 100 99
99 98 92 \-- 0.002 \-- \-- \--

4010796S 9- 12 A22 100 100 100 100 100 100 100 100 99 96 57 32 16 100 99
99 99 93 \-- 0.001 \-- \-- \--

4010797S 12- 15 A3 100 100 100 100 100 100 100 100 100 97 62 37 21 100
100 99 99 94 \-- 0.001 \-- \>100 0.5

4010798S 15- 19 B1 100 100 100 100 100 100 100 100 100 97 61 39 25 100
100 100 99 94 \-- 0.001 \-- 92.1 0.4

4010799S 19- 23 B21 100 100 100 100 100 100 100 100 100 96 58 40 28 100
100 100 99 91 \-- 0.001 \-- 60.2 0.4

4010800S 23- 26 B21 100 100 100 100 100 100 100 100 100 95 57 40 29 100
100 100 99 90 \-- 0.001 \-- 50.2 0.5

4010801S 26- 29 B22 100 100 100 100 100 100 100 100 100 95 56 40 30 100
100 100 99 89 \-- 0.001 \-- 46.4 0.5

4010802S 29- 33 B22 100 100 100 100 100 100 100 100 100 94 54 39 29 100
100 100 99 88 \-- 0.001 \-- 51.6 0.5

4010803S 33- 36 B22 100 100 100 100 100 100 100 100 100 94 53 39 30 100
100 100 99 88 \-- 0.001 \-- 44.7 0.5

4010804S 36- 39 B22 100 100 100 100 100 100 100 100 100 95 52 38 29 100
100 100 99 89 \-- 0.001 \-- 50.9 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 3 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

3- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

9- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

23- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 29 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

29- 33 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

33- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

36- 39 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S44IA-113-001 PRINT DATE 05/08/00

CLASSIFICATION: FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1406, SAMPLE
40A10793-10814

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 3 \-- \-- \-- \-- \-- \-- \-- 100 4 43 7 45 1.11

3- 6 \-- \-- \-- \-- \-- \-- \-- 100 4 44 6 45 0.80

6- 9 \-- \-- \-- \-- \-- \-- \-- 100 4 44 7 45

9- 12 \-- \-- \-- \-- \-- \-- \-- 100 4 42 9 45 0.58

12- 15 \-- \-- \-- \-- \-- \-- \-- 100 3 40 11 45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 3 38 14 45

19- 23 \-- \-- \-- \-- \-- \-- \-- 100 5 34 15 45 0.67

23- 26 \-- \-- \-- \-- \-- \-- \-- 100 6 33 16 45

26- 29 \-- \-- \-- \-- \-- \-- \-- 100 6 32 16 45 0.74

29- 33 \-- \-- \-- \-- \-- \-- \-- 100 7 32 16 45 0.74

33- 36 \-- \-- \-- \-- \-- \-- \-- 100 7 32 17 45 0.75

36- 39 \-- \-- \-- \-- \-- \-- \-- 100 6 33 16 45

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 3 9 91 15 TR 1 TR 1 6 49 15 7.8 79.2 13.0

3- 6 8 92 13 TR TR TR 1 6 49 13 7.4 80.9 11.7

6- 9 9 91 14 TR 1 TR 1 7 48 14 7.9 80.0 12.1

9- 12 8 92 19 TR TR TR 1 6 49 19 6.5 77.4 16.1

12- 15 8 92 26 TR TR TR 1 7 52 26 6.3 72.8 20.9

15- 19 8 92 34 TR TR TR 7 48 34 5.8 69.0 25.2

19- 23 12 88 39 TR TR 1 11 41 39 8.9 63.0 28.1

23- 26 14 86 42 TR TR 1 13 39 42 10.2 60.4 29.4

26- 29 16 84 43 TR TR 1 15 37 43 11.2 58.8 30.0

29- 33 17 83 41 TR TR 1 16 35 41 12.1 58.7 29.2

33- 36 17 83 43 TR TR 1 16 33 43 11.9 57.8 30.3

36- 39 16 84 41 TR TR 1 15 32 41 11.0 59.7 29.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S44IA-113-001 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ;

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1406, SAMPLES 40A10793-10814 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4010805S 39- 41 B23 100 100 100 100 100 100 100 100 100 95 52 38 28 100
100 100 99 89 \-- 0.001 \-- 57.6 0.4

4010806S 41- 44 B23 100 100 100 100 100 100 100 100 100 95 52 38 28 100
100 100 99 89 \-- 0.001 \-- 59.3 0.4

4010807S 44- 47 B23 100 100 100 100 100 100 100 100 100 95 51 37 28 100
100 100 99 89 \-- 0.001 \-- 61.1 0.4

4010808S 47- 50 B31 100 100 100 100 100 100 100 100 100 95 50 37 28 100
100 100 99 88 \-- 0.001 \-- 57.6 0.4

4010809S 50- 53 B31 100 100 100 100 100 100 100 100 100 94 47 35 27 100
100 100 99 87 \-- TR \-- 73.4 0.4

4010810S 53- 56 B31 100 100 100 100 100 100 100 100 100 93 47 35 27 100
100 100 99 86 \-- 0.001 \-- 70.0 0.4

4010811S 56- 60 B32 100 100 100 100 100 100 100 100 100 93 48 35 27 100
100 100 99 86 \-- 0.001 \-- 74.6 0.4

4010812S 60- 65 B32 100 100 100 100 100 100 100 100 100 94 47 34 26 100
100 100 99 87 \-- TR \-- 83.8 0.4

4010813S 65- 75 B33 100 100 100 100 100 100 100 100 100 95 49 36 27 100
100 100 99 89 \-- 0.001 \-- 73.4 0.4

4010814S 180-235 C 100 100 100 100 100 100 100 100 100 94 39 26 18 100
100 100 99 88 \-- TR \-- \-- \--

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

39- 41 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

41- 44 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

44- 47 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

47- 50 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

50- 53 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

53- 56 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

56- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

60- 65 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

65- 75 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

180-235 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S44IA-113-001 PRINT DATE 05/08/00

CLASSIFICATION: FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1406, SAMPLE
40A10793-10814

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

39- 41 \-- \-- \-- \-- \-- \-- \-- 100 6 33 16 45 0.79

41- 44 \-- \-- \-- \-- \-- \-- \-- 100 6 34 15 45

44- 47 \-- \-- \-- \-- \-- \-- \-- 100 6 34 15 45 0.80

47- 50 \-- \-- \-- \-- \-- \-- \-- 100 6 33 16 45

50- 53 \-- \-- \-- \-- \-- \-- \-- 100 7 33 15 45 0.78

53- 56 \-- \-- \-- \-- \-- \-- \-- 100 8 32 15 45

56- 60 \-- \-- \-- \-- \-- \-- \-- 100 8 32 15 45 0.78

60- 65 \-- \-- \-- \-- \-- \-- \-- 100 7 34 14 45

65- 75 \-- \-- \-- \-- \-- \-- \-- 100 6 34 15 45 0.78

180-235 \-- \-- \-- \-- \-- \-- \-- 100 7 38 10 45 0.88

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

39- 41 15 85 40 TR TR 1 14 33 40 10.5 61.1 28.4

41- 44 15 85 39 TR TR 1 14 34 39 10.5 61.3 28.2

44- 47 15 85 39 TR TR 1 14 32 39 10.6 61.4 28.0

47- 50 16 84 40 TR TR 1 16 31 40 11.8 59.8 28.4

50- 53 18 82 37 TR TR 1 17 27 37 13.0 60.2 26.8

53- 56 19 81 37 TR TR 1 18 28 37 14.2 58.7 27.1

56- 60 19 81 36 TR TR 1 18 29 36 14.2 59.1 26.7

60- 65 17 83 35 TR TR 1 16 29 35 12.5 61.5 26.0

65- 75 15 85 37 TR TR 1 14 31 37 11.2 62.0 26.8

180-235 15 85 22 TR TR TR 14 26 22 12.2 70.0 17.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-113-0011 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON TAX.; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON TAX.; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 70, (RP85IA107) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 372, SAMPLES 85P 1777- 1781 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1777S 0- 20 AP 19.6 45.3 35.1 16.4 28.9 5.4 13.8 12.5 2.9 0.5 TR TR
\-- 30 TR

85P1778S 20- 36 BA 22.3 42.3 35.4 15.9 26.4 5.1 13.8 12.3 3.6 0.6 TR TR
\-- 30 TR

85P1779S 36- 56 2BW1 21.9 30.4 47.7 14.8 15.6 8.5 16.2 12.9 6.4 3.7 2 4
\-- 43 6

85P1780S 56- 71 2BW2 20.5 29.8 49.7 15.2 14.6 8.2 16.5 14.1 7.1 3.8 2 2
\-- 44 4

85P1781S 71- 89 2BW2 20.0 30.2 49.8 15.7 14.5 8.6 16.7 14.1 6.8 3.6 2 TR
\-- 42 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.34 0.45 8.9

20- 36 0.79 0.44 9.8

36- 56 0.34 0.43 9.5

56- 71 0.21 0.44 9.0

71- 89 0.17 0.46 9.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-113-0011 PRINT DATE 05/08/00

SAMPLED AS : KENYON TAX.; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 372, SAMPLE 85P 1777-
1781

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.6 6.0

20- 36 6.2 6.5

36- 56 6.2 6.5

56- 71 5.8 6.1

71- 89 6.2 6.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-113-0011 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON TAX.; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON TAX.; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 70, (RP85IA107) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 372, SAMPLES 85P 1777- 1781 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1777S 0- 8 AP 100 100 100 100 100 100 100 100 93 68 36 26 20 100 97
84 70 65 0.04 0.031 0.001 66.1 2.7

85P1778S 8- 14 BA 100 100 100 100 100 100 100 100 93 67 38 29 22 99 96
83 70 65 0.04 0.030 0.001 75.9 1.6

85P1779S 14- 22 2BW1 100 100 100 100 100 98 96 94 81 54 34 26 21 91 85
72 57 49 0.12 0.054 0.001 \>100 1.2

85P1780S 22- 28 2BW2 100 100 100 100 100 99 98 96 82 53 34 25 20 92 86
72 56 48 0.12 0.058 0.001 \>100 1.3

85P1781S 28- 35 2BW2 100 100 100 100 100 100 100 98 84 54 35 26 20 94 88
74 58 49 0.11 0.053 0.001 \>100 1.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

8- 14 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.45

14- 22 6 \-- \-- 6 \-- 4 2 94 6 \-- 4 2 94 1.49

22- 28 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

28- 35 2 \-- \-- 2 \-- TR 2 98 2 \-- TR 2 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-113-0011 PRINT DATE 05/08/00

CLASSIFICATION: KENYON TAX.; FINE-LOAMY, MIXED, MESIC DYSTRIC
EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 372, SAMPLE 85P 1777-
1781

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- TR TR 100 19 25 11 45 0.45

8- 14 TR \-- \-- \-- \-- TR TR 100 19 23 12 45 0.44

14- 22 3 \-- \-- 3 \-- 2 1 97 25 16 12 44 0.43

22- 28 2 \-- \-- 2 \-- 1 1 98 27 16 11 44 0.44

28- 35 1 \-- \-- 1 \-- TR 1 99 27 16 11 45 0.46

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 44 56 24 1 4 16 17 7 36 20 24 L 35.1 45.3 19.6 5.6

8- 14 46 54 29 1 5 16 18 7 34 20 29 L 35.4 42.3 22.3 6.2

14- 22 8 8 8 56 36 26 5 8 17 21 11 20 19 28 L 47.7 30.4 21.9 6.2

22- 28 5 5 5 59 36 25 5 9 18 21 10 18 19 26 L 49.7 29.8 20.5 5.8

28- 35 2 2 2 61 37 24 4 8 18 21 11 18 20 25 L 49.8 30.2 20.0 6.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.79 1.34

0-40 1.75 1.02

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-113-0012 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 70, (RP85IA107) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 373, SAMPLES 85P 1782- 1787 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1782S 0- 20 AP 22.6 57.6 19.8 20.6 37.0 3.7 7.0 7.3 1.7 0.1 TR \--
\-- 16 TR

85P1783S 20- 33 A1 26.6 60.6 12.8 22.7 37.9 2.6 4.4 4.7 1.1 \-- TR \--
\-- 10 TR

85P1784S 33- 46 BT1 24.2 54.6 21.2 19.4 35.2 3.7 7.7 8.1 1.5 0.2 TR \--
\-- 17 TR

85P1785S 46- 66 2BT2 6.8 9.9 83.3 3.6 6.3 2.3 31.4 39.3 9.4 0.9 1 1 \--
81 2

85P1786S 66- 79 2BT3 21.3 28.4 50.3 15.2 13.2 8.5 16.9 14.6 6.7 3.6 2 1
\-- 44 3

85P1787S 79- 91 2BT3 21.2 28.3 50.5 14.5 13.8 8.2 17.1 15.0 6.6 3.6 2 1
\-- 44 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.59 0.48 10.8

20- 33 1.29 0.46 12.3

33- 46 0.61 0.47 11.3

46- 66 0.13 0.44 3.0

66- 79 0.12 0.41 8.7

79- 91 0.12 0.40 8.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-113-0012 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 373, SAMPLE 85P 1782-
1787

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 6.1 6.7

20- 33 5.9 6.6

33- 46 5.1 5.7

46- 66 4.8 5.2

66- 79 5.5 6.2

79- 91 5.5 6.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-113-0012 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 70, (RP85IA107) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 373, SAMPLES 85P 1782- 1787 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1782S 0- 8 AP 100 100 100 100 100 100 100 100 96 82 43 31 23 100 98
91 84 80 0.03 0.024 0.001 54.7 1.2

85P1783S 8- 13 A1 100 100 100 100 100 100 100 100 98 89 49 36 27 100 99
94 90 87 0.03 0.020 \-- 54.5 0.6

85P1784S 13- 18 BT1 100 100 100 100 100 100 100 100 96 81 44 32 24 100
98 90 82 79 0.03 0.024 0.001 59.2 1.0

85P1785S 18- 26 2BT2 100 100 100 100 100 100 99 98 78 18 10 8 7 97 88 49
19 16 0.30 0.253 0.018 17.2 3.7

85P1786S 26- 31 2BT3 100 100 100 100 100 100 99 97 83 53 35 27 21 94 87
73 56 48 0.12 0.058 0.001 \>100 1.0

85P1787S 31- 36 2BT3 100 100 100 100 100 100 99 97 83 53 35 26 21 94 87
73 56 48 0.13 0.059 0.001 \>100 1.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

8- 13 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

13- 18 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

18- 26 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

26- 31 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

31- 36 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-113-0012 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 373, SAMPLE 85P 1782-
1787

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- \-- TR 100 11 31 12 45 0.48

8- 13 TR \-- \-- \-- \-- \-- TR 100 7 33 15 45 0.46

13- 18 TR \-- \-- \-- \-- \-- TR 100 12 30 13 45 0.47

18- 26 1 \-- \-- 1 \-- 1 1 99 45 5 4 45 0.44

26- 31 2 \-- \-- 2 \-- 1 1 98 27 15 12 45 0.41

31- 36 2 \-- \-- 2 \-- 1 1 98 27 15 11 45 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 26 74 29 TR 2 9 9 5 48 27 29 SICL SIL 19.8 57.6 22.6 6.1

8- 13 17 83 36 1 6 6 4 52 31 36 SICL SIL 12.8 60.6 26.6 5.9

13- 18 28 72 32 TR 2 11 10 5 46 26 32 SICL SIL 21.2 54.6 24.2 5.1

18- 26 2 2 2 87 10 7 1 10 42 34 2 7 4 7 LFS LS 83.3 9.9 6.8 4.8

26- 31 4 4 4 62 35 26 5 9 19 21 11 17 19 27 L 50.3 28.4 21.3 5.5

31- 36 4 4 4 62 35 26 5 8 19 22 10 18 18 27 L 50.5 28.3 21.2 5.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.88 1.59

0-40 0.75 1.32

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-113-0013 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 70, (RP85IA107) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 374, SAMPLES 85P 1788- 1793 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1788S 0- 18 AP 17.4 28.9 53.7 10.8 18.1 6.5 22.9 18.1 4.3 1.9 1 TR
\-- 48 1

85P1789S 18- 30 BW1 23.2 28.3 48.5 13.5 14.8 7.0 16.5 14.5 6.7 3.8 2 3 2
46 7

85P1790S 30- 43 2BW2 24.0 28.0 48.0 14.5 13.5 7.8 16.0 13.6 6.7 3.9 3 4
\-- 44 7

85P1791S 43- 56 2BW3 24.5 28.9 46.6 14.6 14.3 8.2 15.8 13.2 6.2 3.2 2 1
\-- 40 3

85P1792S 56- 71 2BW3 25.3 28.4 46.3 14.8 13.6 8.3 16.6 13.6 5.8 2.0 2 2
\-- 40 4

85P1793S 71- 89 2BW4 24.2 28.1 47.7 14.9 13.2 7.5 15.7 13.3 7.1 4.1 2 2
\-- 43 4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 0.90 0.41 7.2

18- 30 0.53 0.38 8.9

30- 43 0.42 0.39 9.3

43- 56 0.30 0.40 9.8

56- 71 0.25 0.38 9.7

71- 89 0.21 0.41 9.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-113-0013 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 374, SAMPLE 85P 1788-
1793

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 5.3 5.8

18- 30 5.5 6.2

30- 43 5.0 5.8

43- 56 5.0 5.7

56- 71 5.0 5.6

71- 89 5.1 5.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-113-0013 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 70, (RP85IA107) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 374, SAMPLES 85P 1788- 1793 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1788S 0- 7 AP 100 100 100 100 100 100 100 99 88 49 28 21 17 97 93 75
52 46 0.14 0.078 0.001 \>100 4.8

85P1789S 7- 12 BW1 100 99 99 98 98 97 95 93 80 52 34 27 22 89 83 70 54
48 0.14 0.063 0.001 \>100 1.1

85P1790S 12- 17 2BW2 100 100 100 100 100 98 96 93 80 52 36 28 22 89 83
70 56 48 0.13 0.058 0.001 \>100 0.8

85P1791S 17- 22 2BW3 100 100 100 100 100 100 99 97 85 56 38 29 24 94 88
75 60 52 0.10 0.044 0.001 \>100 0.6

85P1792S 22- 28 2BW3 100 100 100 100 100 99 98 96 85 56 38 30 24 94 89
75 60 52 0.10 0.045 0.001 \>100 0.5

85P1793S 28- 35 2BW4 100 100 100 100 100 99 98 96 82 54 38 29 23 92 85
72 57 50 0.12 0.049 0.001 \>100 0.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

7- 12 7 \-- \-- 7 2 3 2 93 7 2 3 2 93 1.50

12- 17 7 \-- \-- 7 \-- 4 3 93 7 \-- 4 3 93 1.50

17- 22 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

22- 28 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

28- 35 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-113-0013 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC DYSTRIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 374, SAMPLE 85P 1788-
1793

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 1 \-- \-- 1 \-- TR 1 99 29 16 10 45 0.41

7- 12 4 \-- \-- 4 1 2 1 96 25 15 12 43 0.38

12- 17 4 \-- \-- 4 \-- 2 2 96 25 15 13 43 0.39

17- 22 2 \-- \-- 2 \-- 1 1 98 25 16 13 45 0.40

22- 28 2 \-- \-- 2 \-- 1 1 98 25 15 14 44 0.38

28- 35 2 \-- \-- 2 \-- 1 1 98 26 15 13 44 0.41

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 1 1 1 64 35 21 2 5 22 28 8 22 13 21 FSL 53.7 28.9 17.4 5.3

7- 12 9 9 6 58 34 28 5 9 19 21 9 19 18 30 L 48.5 28.3 23.2 5.5

12- 17 9 9 9 57 34 29 5 9 18 21 10 18 19 32 L 48.0 28.0 24.0 5.0

17- 22 4 4 4 59 37 31 4 8 17 21 11 19 19 32 L 46.6 28.9 24.5 5.0

22- 28 5 5 5 59 36 32 3 8 18 22 11 18 20 34 L 46.3 28.4 25.3 5.0

28- 35 5 5 5 60 35 30 5 9 18 21 10 17 20 32 L 47.7 28.1 24.2 5.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 3.09 0.90

0-40 2.52 0.67

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-113-0023 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 70, (RP85IA107) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 377, SAMPLES 85P 1806- 1811 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P1806S 0- 18 AP 23.8 42.3 33.9 18.3 24.0 5.2 13.3 10.8 4.0 0.6 TR \--
\-- 29 TR

85P1807S 18- 25 BA 27.2 36.6 36.2 17.0 19.6 5.5 12.7 11.3 4.9 1.8 1 \--
\-- 31 1

85P1808S 25- 43 2BW1 24.2 28.3 47.5 14.0 14.3 7.0 15.5 13.7 7.0 4.3 2 1
\-- 42 3

85P1809S 43- 61 2BW2 19.3 26.3 54.4 13.6 12.7 8.1 16.7 16.1 8.6 4.9 4 1
\-- 49 5

85P1810S 61- 79 2BC 24.5 32.7 42.8 17.1 15.6 8.5 15.5 11.2 5.1 2.5 2 1
\-- 36 3

85P1811S 79- 94 2C1 22.3 35.8 41.9 1.1 18.8 17.0 8.6 14.6 11.1 4.7 2.9 2
1 \-- 35 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.33 0.45 10.6

18- 25 0.83 0.43 11.6

25- 43 0.45 0.41 10.0

43- 61 0.23 0.44 8.5

61- 79 0.20 0.44 10.9

79- 94 0.16 0.46 10.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-113-0023 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 377, SAMPLE 85P 1806-
1811

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 5.9 6.5

18- 25 5.9 6.6

25- 43 4.9 5.6

43- 61 5.3 6.0

61- 79 6.4 7.1

79- 94 9 7.5 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-113-0023 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 70, (RP85IA107) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 377, SAMPLES 85P 1806- 1811 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P1806S 0- 7 AP 100 100 100 100 100 100 100 100 93 69 42 31 24 99 95 85
71 66 0.04 0.027 0.001 75.3 0.9

85P1807S 7- 10 BA 100 100 100 100 100 100 100 99 90 66 44 34 27 97 92 81
69 63 0.04 0.027 \-- 91.6 0.5

85P1808S 10- 17 2BW1 100 100 100 100 100 100 99 97 83 55 37 29 23 93 86
73 58 51 0.12 0.047 0.001 \>100 0.6

85P1809S 17- 24 2BW2 100 100 100 100 100 100 99 95 78 48 31 23 18 90 82
67 51 43 0.17 0.091 0.001 \>100 2.2

85P1810S 24- 31 2BC 100 100 100 100 100 100 99 97 87 60 40 30 24 95 90
79 64 55 0.07 0.036 0.001 \>100 0.6

85P1811S 31- 37 2C1 100 100 100 100 100 100 99 97 87 61 40 29 22 94 90
79 65 56 0.07 0.035 0.001 \>100 0.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

7- 10 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

10- 17 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.48

17- 24 5 \-- \-- 5 \-- 1 4 95 5 \-- 1 4 95 1.48

24- 31 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

31- 37 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.48

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-113-0023 PRINT DATE 05/08/00

CLASSIFICATION: KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 377, SAMPLE 85P 1806-
1811

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 TR \-- \-- \-- \-- \-- TR 100 19 23 13 45 0.45

7- 10 1 \-- \-- 1 \-- \-- 1 99 20 20 15 45 0.43

10- 17 2 \-- \-- 2 \-- 1 1 98 25 15 13 44 0.41

17- 24 3 \-- \-- 3 \-- 1 2 97 29 14 10 44 0.44

24- 31 2 \-- \-- 2 \-- 1 1 98 23 18 13 45 0.44

31- 37 2 \-- \-- 2 \-- 1 1 98 22 19 12 44 0.46

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 44 56 31 1 5 14 17 7 31 24 31 L 33.9 42.3 23.8 5.9

7- 10 1 1 1 49 50 37 2 7 16 17 8 27 23 37 CL 36.2 36.6 27.2 5.9

10- 17 4 4 4 60 36 31 6 9 18 20 9 19 18 32 L 47.5 28.3 24.2 4.9

17- 24 6 6 6 63 31 22 6 11 20 21 10 16 17 24 FSL 54.4 26.3 19.3 5.3

24- 31 4 4 4 54 42 31 3 7 15 21 11 21 23 32 L 42.8 32.7 24.5 6.4

31- 37 4 4 4 52 44 28 4 6 14 19 11 22 24 29 L 41.9 35.8 22.3 7.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.42 1.33

0-40 1.61 0.91

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-113-001 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 32, (RP86IA057) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 185, SAMPLES 86P 1143- 1150 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

86P1143S 0- 20 AP 27.6 53.7 18.7 23.9 29.8 3.3 6.7 6.4 1.9 0.4 \-- \--
\-- 15 \--

86P1144S 20- 36 BT1 29.7 45.8 24.5 20.9 24.9 4.9 8.7 7.2 2.7 1.0 TR TR
\-- 20 TR

86P1145S 36- 51 BT2 24.2 30.4 45.4 15.6 14.8 9.3 17.2 12.4 4.6 1.9 1 2
\-- 38 3

86P1146S 51- 70 2BT3 22.7 27.9 49.4 14.5 13.4 10.1 18.1 13.3 5.5 2.4 1 1
\-- 41 2

86P1147S 70- 82 2BT4 22.2 27.2 50.6 13.9 13.3 9.6 18.8 14.0 5.5 2.7 2 2
\-- 43 4

86P1148S 82- 96 2BC 22.3 27.8 49.9 14.7 13.1 9.8 18.9 13.8 5.0 2.4 2 TR
\-- 41 2

86P1149S 96-109 2C1 22.8 27.0 50.2 14.1 12.9 10.9 19.1 13.5 4.5 2.2 1 1
\-- 41 2

86P1150S 109-153 2C2 20.8 27.2 52.0 14.2 13.0 10.4 19.2 14.7 5.0 2.7 1 1
\-- 43 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.51 0.44 12.1

20- 36 0.64 0.43 12.9

36- 51 0.29 0.41 9.9

51- 70 0.21 0.41 9.2

70- 82 0.17 0.43 9.5

82- 96 0.13 0.44 9.7

96-109 0.10 0.43 9.7

109-153 0.08 0.44 9.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 20- 70: PCT CLAY 25 PCT .1-75MM 33

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-113-001 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 185, SAMPLE 86P 1143-
1150

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.2 5.5

20- 36 5.1 5.5

36- 51 5.1 5.4

51- 70 5.4 5.8

70- 82 5.6 5.8

82- 96 5.9 6.4

96-109 6.4 6.6

109-153 2 7.4 7.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-113-001 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 32, (RP86IA057) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 185, SAMPLES 86P 1143- 1150 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

86P1143S 0- 8 AP 100 100 100 100 100 100 100 100 96 83 51 37 28 100 98
91 85 81 0.03 0.017 \-- 56.4 0.5

86P1144S 8- 14 BT1 100 100 100 100 100 100 100 100 94 78 51 38 30 99 96
89 80 75 0.03 0.019 \-- 65.1 0.3

86P1145S 14- 20 BT2 100 100 100 100 100 99 98 97 88 58 39 29 23 95 91 79
62 53 0.09 0.041 0.001 \>100 0.6

86P1146S 20- 28 2BT3 100 100 100 100 100 100 99 98 87 55 36 28 22 96 90
77 59 50 0.10 0.051 0.001 \>100 0.9

86P1147S 28- 32 2BT4 100 100 100 100 100 99 98 96 85 53 35 27 21 93 88
75 57 47 0.12 0.061 0.001 \>100 1.1

86P1148S 32- 38 2BC 100 100 100 100 100 100 100 98 87 55 36 28 22 96 91
77 59 49 0.11 0.053 0.001 \>100 0.9

86P1149S 38- 43 2C1 100 100 100 100 100 100 99 98 88 55 36 28 22 96 91
78 59 49 0.10 0.054 0.001 \>100 0.9

86P1150S 43- 60 2C2 100 100 100 100 100 100 100 99 88 53 35 26 21 96 91
77 58 48 0.11 0.059 0.001 \>100 1.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 14 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

14- 20 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.47

20- 28 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

28- 32 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

32- 38 2 \-- \-- 2 \-- TR 2 98 2 \-- TR 2 98 1.46

38- 43 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

43- 60 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-113-001 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 185, SAMPLE 86P 1143-
1150

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 10 29 15 45 0.44

8- 14 TR \-- \-- \-- \-- TR TR 100 14 25 16 45 0.43

14- 20 2 \-- \-- 2 \-- 1 1 98 24 16 13 45 0.41

20- 28 1 \-- \-- 1 \-- 1 1 99 27 15 12 45 0.41

28- 32 2 \-- \-- 2 \-- 1 1 98 27 15 12 44 0.43

32- 38 1 \-- \-- 1 \-- TR 1 99 27 15 12 45 0.44

38- 43 1 \-- \-- 1 \-- 1 1 99 27 15 12 45 0.43

43- 60 1 \-- \-- 1 \-- TR 1 99 28 15 11 45 0.44

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 26 74 38 1 3 9 9 5 41 33 38 SICL SICL 18.7 53.7 27.6 5.2

8- 14 35 65 42 1 4 10 12 7 35 30 42 SICL CL 24.5 45.8 29.7 5.1

14- 20 4 4 4 58 39 31 3 6 16 23 12 20 21 32 L L 45.4 30.4 24.2 5.1

20- 28 3 3 3 62 35 29 3 7 17 23 13 17 19 29 L SCL 49.4 27.9 22.7 5.4

28- 32 5 5 5 62 33 27 3 7 18 24 12 17 18 29 L SCL 50.6 27.2 22.2 5.6

32- 38 3 3 3 63 35 28 3 6 18 24 13 17 19 29 L SCL 49.9 27.8 22.3 5.9

38- 43 3 3 3 63 34 29 3 6 17 25 14 17 18 30 L SCL 50.2 27.0 22.8 6.4

43- 60 1 1 1 65 34 26 3 6 19 24 13 16 18 26 L SCL 52.0 27.2 20.8 7.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.68 1.51

0-40 0.86 1.04

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-113-002 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SITLY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 32, (RP86IA057) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 186, SAMPLES 86P 1151- 1156 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

86P1151S 0- 20 AP 24.8 49.2 26.0 21.1 28.1 4.6 9.9 8.7 2.5 0.3 TR \--
\-- 21 TR

86P1152S 20- 37 BT1 27.0 32.6 40.4 16.5 16.1 7.3 14.2 11.7 4.7 2.5 1 2
\-- 35 3

86P1153S 37- 62 2BT2 25.3 26.6 48.1 14.5 12.1 9.3 17.9 13.0 5.2 2.7 2 1
\-- 41 3

86P1154S 62- 86 2BT3 23.7 27.2 49.1 15.1 12.1 10.4 18.4 13.8 4.8 1.7 1 2
\-- 41 3

86P1155S 86-104 2BC 23.0 30.2 46.8 17.0 13.2 10.4 16.5 12.4 4.9 2.6 1 TR
\-- 37 1

86P1156S 104-153 2C 20.6 33.3 46.1 19.3 14.0 10.8 15.1 11.7 5.4 3.1 2 1
\-- 37 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.53 0.45 11.2

20- 37 0.66 0.41 11.1

37- 62 0.33 0.39 9.8

62- 86 0.14 0.41 9.8

86-104 0.15 0.43 9.9

104-153 0.07 0.47 9.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 20- 70: PCT CLAY 26 PCT .1-75MM 39

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-113-002 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SITLY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 186, SAMPLE 86P 1151-
1156

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 6.5 6.8

20- 37 5.6 6.3

37- 62 5.6 6.0

62- 86 \-- 6.0 6.4

86-104 2 7.2 7.5

104-153 11 7.6 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-113-002 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SITLY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 32, (RP86IA057) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 186, SAMPLES 86P 1151- 1156 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

86P1151S 0- 8 AP 100 100 100 100 100 100 100 100 95 77 46 33 25 100 97
88 79 74 0.03 0.023 0.001 62.6 0.8

86P1152S 8- 15 BT1 100 100 100 100 100 99 98 97 87 62 42 33 26 95 90 79
65 58 0.06 0.032 \-- \>100 0.4

86P1153S 15- 24 2BT2 100 100 100 100 100 100 99 97 86 55 39 30 25 94 89
77 59 50 0.10 0.049 0.001 \>100 0.5

86P1154S 24- 34 2BT3 100 100 100 100 100 99 98 97 87 55 38 29 23 95 91
77 59 49 0.10 0.052 0.001 \>100 0.6

86P1155S 34- 41 2BC 100 100 100 100 100 100 100 99 88 58 40 29 23 96 92
79 63 53 0.08 0.041 0.001 \>100 0.6

86P1156S 41- 60 2C 100 100 100 100 100 100 99 97 86 58 39 27 20 94 89 77
63 52 0.08 0.043 0.001 \>100 0.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

8- 15 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.47

15- 24 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.46

24- 34 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.47

34- 41 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

41- 60 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-113-002 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 186, SAMPLE 86P 1151-
1156

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 TR \-- \-- \-- \-- \-- TR 100 14 27 14 45 0.45

8- 15 2 \-- \-- 2 \-- 1 1 98 22 18 15 45 0.41

15- 24 2 \-- \-- 2 \-- 1 1 98 26 14 14 45 0.39

24- 34 2 \-- \-- 2 \-- 1 1 98 26 15 13 45 0.41

34- 41 1 \-- \-- 1 \-- TR 1 99 25 16 12 45 0.43

41- 60 2 \-- \-- 2 \-- 1 1 98 25 18 11 45 0.47

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 35 65 33 TR 3 12 13 6 37 28 33 SICL L 26.0 49.2 24.8 6.5

8- 15 4 4 4 53 43 35 3 6 16 19 10 22 23 37 SICL CL 40.4 32.6 27.0 5.6

15- 24 4 4 4 62 34 33 4 7 17 24 12 16 19 34 L SCL 48.1 26.6 25.3 5.6

24- 34 4 4 4 62 34 30 2 6 18 24 14 16 20 31 L SCL 49.1 27.2 23.7 6.0

34- 41 1 1 1 60 39 29 3 6 16 21 14 17 22 30 L L 46.8 30.2 23.0 7.2

41- 60 4 4 4 56 40 25 4 7 15 19 14 18 24 26 L L 46.1 33.3 20.6 7.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.05 1.53

0-40 1.30 1.07

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-113-003 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 32, (RP86IA057) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 187, SAMPLES 86P 1157- 1164 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

86P1157S 0- 25 AP 25.6 56.0 18.4 25.2 30.8 3.3 6.7 6.3 1.7 0.4 TR \--
\-- 15 TR

86P1158S 25- 39 A 30.4 54.0 15.6 26.8 27.2 3.2 5.8 4.9 1.5 0.2 TR \--
\-- 12 TR

86P1159S 39- 48 BA 29.4 49.0 21.6 24.0 25.0 4.4 7.8 6.2 2.3 0.9 1 1 \--
19 2

86P1160S 48- 61 BT1 27.8 40.2 32.0 20.1 20.1 6.3 11.6 9.2 3.5 1.4 1 1
\-- 27 2

86P1161S 61- 78 2BT2 24.2 27.7 48.1 14.6 13.1 9.3 17.9 13.7 4.9 2.3 2 2
\-- 41 4

86P1162S 78- 94 2BT3 23.9 26.9 49.2 14.1 12.8 9.2 18.5 14.3 5.1 2.1 1 1
\-- 41 2

86P1163S 94-118 2BC 23.4 27.3 49.3 14.6 12.7 9.9 18.3 13.3 5.3 2.5 1 TR
\-- 40 1

86P1164S 118-153 2C 21.4 28.6 50.0 15.4 13.3 9.5 18.5 13.6 5.4 3.0 2 1
\-- 42 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 25 1.80 0.45 11.5

25- 39 1.26 0.45 13.7

39- 48 0.96 0.44 13.0

48- 61 0.60 0.44 12.3

61- 78 0.31 0.41 9.9

78- 94 0.21 0.41 9.8

94-118 0.15 0.44 10.3

118-153 0.07 0.43 9.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 48- 94: PCT CLAY 25 PCT .1-75MM 37

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-113-003 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 187, SAMPLE 86P 1157-
1164

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 25 5.7 6.4

25- 39 5.6 6.2

39- 48 5.4 5.8

48- 61 5.4 5.9

61- 78 5.4 5.8

78- 94 5.7 6.1

94-118 6.3 6.7

118-153 5 7.5 7.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-113-003 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 32, (RP86IA057) LINN CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 187, SAMPLES 86P 1157- 1164 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

86P1157S 0- 10 AP 100 100 100 100 100 100 100 100 96 83 51 36 26 100 98
92 85 82 0.03 0.019 \-- 53.5 0.7

86P1158S 10- 15 A 100 100 100 100 100 100 100 100 97 86 57 41 30 100 98
93 88 84 0.02 0.011 \-- 51.5 0.4

86P1159S 15- 19 BA 100 100 100 100 100 100 99 98 93 79 52 38 29 97 95 89
81 77 0.03 0.016 \-- 59.9 0.4

86P1160S 19- 24 BT1 100 100 100 100 100 100 100 99 92 71 47 35 28 98 94
85 74 67 0.04 0.023 \-- 77.3 0.4

86P1161S 24- 31 2BT2 100 100 100 100 100 99 98 96 86 55 37 29 23 94 89
76 59 50 0.11 0.051 0.001 \>100 0.6

86P1162S 31- 37 2BT3 100 100 100 100 100 100 99 98 87 55 37 29 23 96 91
77 59 50 0.11 0.051 0.001 \>100 0.6

86P1163S 37- 46 2BC 100 100 100 100 100 100 100 99 88 56 38 29 23 97 91
78 60 50 0.10 0.049 0.001 \>100 0.7

86P1164S 46- 60 2C 100 100 100 100 100 100 99 97 86 54 36 27 21 94 89 76
58 48 0.11 0.056 0.001 \>100 1.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 10 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

10- 15 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.45

15- 19 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

19- 24 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

24- 31 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

31- 37 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

37- 46 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

46- 60 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-113-003 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 187, SAMPLE 86P 1157-
1164

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 10 TR \-- \-- \-- \-- \-- TR 100 10 31 14 45 0.45

10- 15 TR \-- \-- \-- \-- \-- TR 100 9 29 17 45 0.45

15- 19 1 \-- \-- 1 \-- 1 1 99 12 27 16 45 0.44

19- 24 1 \-- \-- 1 \-- TR 1 99 18 22 15 45 0.44

24- 31 2 \-- \-- 2 \-- 1 1 98 26 15 13 44 0.41

31- 37 1 \-- \-- 1 \-- 1 1 99 26 14 13 45 0.41

37- 46 1 \-- \-- 1 \-- TR 1 99 27 15 13 45 0.44

46- 60 2 \-- \-- 2 \-- 1 1 98 27 15 11 45 0.43

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 10 25 75 34 1 2 8 9 4 41 34 34 SICL SIL 18.4 56.0 25.6 5.7

10- 15 22 78 44 TR 2 7 8 5 39 39 44 SICL SICL 15.6 54.0 30.4 5.6

15- 19 3 3 3 30 67 40 1 3 9 11 6 35 34 42 SICL CL 21.6 49.0 29.4 5.4

19- 24 1 1 1 44 55 38 2 5 13 16 9 28 28 39 SICL CL 32.0 40.2 27.8 5.4

24- 31 5 5 5 60 35 30 3 6 18 24 12 17 19 32 L SCL 48.1 27.7 24.2 5.4

31- 37 3 3 3 63 34 31 3 7 19 24 12 17 19 31 L SCL 49.2 26.9 23.9 5.7

37- 46 1 1 1 64 35 30 3 7 17 24 13 17 19 31 L SCL 49.3 27.3 23.4 6.3

46- 60 4 4 4 61 35 26 4 7 17 24 12 17 20 27 L L 50.0 28.6 21.4 7.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.72 1.80

0-40 0.65 1.59

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-113-0041 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 79, (RP87IA124) EROSION LINN CO NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 350, SAMPLES 87P 1768- 1774 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

87P1768S 0- 20 AP 28.2 59.0 12.8 28.1 30.9 2.7 4.6 4.1 1.4 \-- \-- \--
\-- 10 \--

87P1769S 20- 28 BT1 29.5 53.0 17.5 25.6 27.4 4.0 5.7 5.3 2.2 0.3 \-- \--
\-- 13 \--

87P1770S 28- 38 BT2 23.4 35.7 40.9 16.2 19.5 5.8 13.8 13.1 5.9 2.3 \--
\-- \-- 35 \--

87P1771S 38- 51 2BT3 22.0 24.8 53.2 14.3 10.5 8.4 19.4 17.2 5.5 2.7 \--
\-- \-- 45 \--

87P1772S 51- 66 2C1 24.1 28.0 47.9 16.1 11.9 9.9 17.7 13.2 4.9 2.2 \--
\-- \-- 38 \--

87P1773S 66- 76 2C2 24.0 26.8 49.2 14.9 11.9 12.8 14.7 13.7 5.5 2.5 \--
\-- \-- 36 \--

87P1774S 76- 89 2C2 22.8 28.2 49.0 16.5 11.7 10.2 18.1 13.5 5.3 1.9 \--
\-- \-- 39 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.69 0.43 12.0

20- 28 0.93 0.44 12.9

28- 38 0.41 0.42 9.8

38- 51 0.21 0.38 8.4

51- 66 0.17 0.39 9.3

66- 76 0.13 0.38 9.1

76- 89 0.12 0.40 9.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 20- 51: PCT CLAY 24 PCT .1-75MM 34

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-113-0041 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 350, SAMPLE 87P 1768-
1774

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 6.3 6.9

20- 28 5.8 6.4

28- 38 5.6 6.2

38- 51 5.7 6.4

51- 66 5.8 6.5

66- 76 5.9 6.5

76- 89 6.0 6.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-113-0041 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 79, (RP87IA124) EROSION LINN CO NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 350, SAMPLES 87P 1768- 1774 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

87P1768S 0- 8 AP 100 100 100 100 100 100 100 100 98 89 56 39 28 100 99
94 90 87 0.02 0.012 \-- 49.3 0.5

87P1769S 8- 11 BT1 100 100 100 100 100 100 100 100 96 85 55 40 30 100 97
92 86 82 0.02 0.013 \-- 54.0 0.4

87P1770S 11- 15 BT2 100 100 100 100 100 100 100 100 89 62 40 30 23 98 92
79 65 59 0.06 0.033 0.001 \>100 0.9

87P1771S 15- 20 2BT3 100 100 100 100 100 100 100 100 87 52 36 28 22 97
92 75 55 47 0.13 0.065 0.001 \>100 0.7

87P1772S 20- 26 2C1 100 100 100 100 100 100 100 100 90 58 40 31 24 98 93
80 62 52 0.09 0.043 0.001 \>100 0.5

87P1773S 26- 30 2C2 100 100 100 100 100 100 100 100 89 58 39 30 24 98 92
78 64 51 0.08 0.047 0.001 \>100 0.6

87P1774S 30- 35 2C2 100 100 100 100 100 100 100 100 89 57 39 29 23 98 93
79 61 51 0.09 0.046 0.001 \>100 0.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

30- 35 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-113-0041 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 350, SAMPLE 87P 1768-
1774

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 7 32 15 45 0.43

8- 11 \-- \-- \-- \-- \-- \-- \-- 100 10 29 16 45 0.44

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 22 20 13 45 0.42

15- 20 \-- \-- \-- \-- \-- \-- \-- 100 29 14 12 45 0.38

20- 26 \-- \-- \-- \-- \-- \-- \-- 100 26 15 13 45 0.39

26- 30 \-- \-- \-- \-- \-- \-- \-- 100 27 15 13 45 0.38

30- 35 \-- \-- \-- \-- \-- \-- \-- 100 27 15 12 45 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 18 82 39 2 6 6 4 43 39 39 SICL SICL 12.8 59.0 28.2 6.3

8- 11 25 75 42 TR 3 8 8 6 39 36 42 SICL SICL 17.5 53.0 29.5 5.8

11- 15 53 47 31 3 8 17 18 8 25 21 31 L L 40.9 35.7 23.4 5.6

15- 20 68 32 28 3 7 22 25 11 13 18 28 L SCL 53.2 24.8 22.0 5.7

20- 26 63 37 32 3 6 17 23 13 16 21 32 L L 47.9 28.0 24.1 5.8

26- 30 65 35 32 3 7 18 19 17 16 20 32 L SCL 49.2 26.8 24.0 5.9

30- 35 63 37 30 2 7 17 23 13 15 21 30 L L 49.0 28.2 22.8 6.0

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.45 1.69

0-40 0.90 1.14

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-113-0042 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 79, (RP87IA124) EROSION LINN CO NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 351, SAMPLES 87P 1775- 1781 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

87P1775S 0- 15 AP 28.5 63.9 7.6 34.1 29.8 1.9 2.5 2.3 0.7 0.2 \-- \--
\-- 6 \--

87P1776S 15- 23 A2 29.3 64.4 6.3 34.8 29.6 1.7 2.0 1.7 0.7 0.2 \-- \--
\-- 5 \--

87P1777S 23- 30 AB 32.4 64.0 3.6 35.0 29.0 2.2 0.2 0.8 0.4 \-- \-- \--
\-- 1 \--

87P1778S 30- 46 BT1 33.4 62.2 4.4 31.8 30.5 1.9 1.2 1.0 0.3 \-- \-- \--
\-- 2 \--

87P1779S 46- 58 BT2 29.6 62.8 7.6 32.6 30.2 2.1 2.5 2.2 0.8 \-- \-- \--
\-- 5 \--

87P1780S 58- 69 BT3 26.4 57.0 16.6 26.8 30.2 3.7 5.8 5.7 1.4 \-- \-- \--
\-- 13 \--

87P1781S 69- 91 2BC 22.7 25.8 51.5 14.8 11.0 12.2 15.9 15.0 6.1 2.3 \--
\-- \-- 39 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.76 0.44 12.4

15- 23 1.50 0.43 12.6

23- 30 0.89 0.44 14.2

30- 46 0.63 0.45 14.9

46- 58 0.81 0.47 14.0

58- 69 0.38 0.46 12.2

69- 91 0.15 0.40 9.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 30- 69: PCT CLAY 30 PCT .1-75MM 6

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-113-0042 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 351, SAMPLE 87P 1775-
1781

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 6.1 6.7

15- 23 6.1 6.7

23- 30 6.0 6.7

30- 46 5.7 6.3

46- 58 5.7 6.2

58- 69 5.7 6.2

69- 91 5.7 6.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-113-0042 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 79, (RP87IA124) EROSION LINN CO NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 351, SAMPLES 87P 1775- 1781 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

87P1775S 0- 6 AP 100 100 100 100 100 100 100 100 99 93 63 42 29 100 99
97 94 92 0.02 0.009 \-- 37.4 0.7

87P1776S 6- 9 A2 100 100 100 100 100 100 100 100 99 95 64 43 29 100 99
97 95 94 0.02 0.008 \-- 34.7 0.7

87P1777S 9- 12 AB 100 100 100 100 100 100 100 100 99 98 67 46 32 100 100
99 99 96 0.01 0.006 \-- 30.2 0.6

87P1778S 12- 18 BT1 100 100 100 100 100 100 100 100 99 97 65 46 33 100
100 99 97 96 0.01 0.007 \-- 34.5 0.5

87P1779S 18- 23 BT2 100 100 100 100 100 100 100 100 99 94 62 43 30 100
99 97 94 92 0.02 0.008 \-- 39.3 0.6

87P1780S 23- 27 BT3 100 100 100 100 100 100 100 100 97 85 53 37 26 100
99 93 87 83 0.02 0.015 \-- 51.4 0.6

87P1781S 27- 36 2BC 100 100 100 100 100 100 100 100 88 55 37 29 23 98 92
77 61 48 0.10 0.054 0.001 \>100 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

9- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

18- 23 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

23- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

27- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-113-0042 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 351, SAMPLE 87P 1775-
1781

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 4 35 16 45 0.44

6- 9 \-- \-- \-- \-- \-- \-- \-- 100 3 35 16 45 0.43

9- 12 \-- \-- \-- \-- \-- \-- \-- 100 2 35 18 45 0.44

12- 18 \-- \-- \-- \-- \-- \-- \-- 100 2 34 18 45 0.45

18- 23 \-- \-- \-- \-- \-- \-- \-- 100 4 34 16 45 0.47

23- 27 \-- \-- \-- \-- \-- \-- \-- 100 9 31 14 45 0.46

27- 36 \-- \-- \-- \-- \-- \-- \-- 100 28 14 12 45 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 11 89 40 TR 1 3 3 3 42 48 40 SICL SICL 7.6 63.9 28.5 6.1

6- 9 9 91 41 TR 1 2 3 2 42 49 41 SICL SICL 6.3 64.4 29.3 6.1

9- 12 5 95 48 1 1 TR 3 43 52 48 SICL SICL 3.6 64.0 32.4 6.0

12- 18 7 93 50 TR 2 2 3 46 48 50 SICL SICL 4.4 62.2 33.4 5.7

18- 23 11 89 42 1 3 4 3 43 46 42 SICL SICL 7.6 62.8 29.6 5.7

23- 27 23 77 36 2 8 8 5 41 36 36 SICL SIL 16.6 57.0 26.4 5.7

27- 36 67 33 29 3 8 19 21 16 14 19 29 L SCL 51.5 25.8 22.7 5.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.26 1.71

0-40 0.20 1.27

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-113-0043 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 79, (RP87IA124) EROSION LINN CO NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 352, SAMPLES 87P 1782- 1789 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

87P1782S 0- 15 AP 27.2 58.3 14.5 28.3 30.0 3.3 4.9 4.6 1.5 0.2 \-- \--
\-- 11 \--

87P1783S 15- 25 A2 27.4 60.4 12.2 29.5 30.9 2.6 4.4 3.9 1.2 0.1 \-- \--
\-- 10 \--

87P1784S 25- 36 A3 30.3 55.7 14.0 29.4 26.3 2.9 4.9 4.6 1.6 \-- \-- \--
\-- 11 \--

87P1785S 36- 43 BA 27.9 50.3 21.8 26.2 24.1 7.8 3.5 6.6 3.0 0.9 \-- \--
\-- 14 \--

87P1786S 43- 51 BT1 25.3 46.2 28.5 24.7 21.5 5.0 10.1 8.7 3.7 1.0 \--
\-- \-- 23 \--

87P1787S 51- 64 BT2 22.3 27.2 50.5 15.6 11.6 8.3 18.2 15.0 6.8 2.2 \--
\-- \-- 42 \--

87P1788S 64- 76 2BT3 22.2 25.2 52.6 14.8 10.4 9.0 18.3 14.8 7.2 3.3 \--
\-- \-- 44 \--

87P1789S 76- 86 2BT3 22.9 26.6 50.5 15.5 11.2 11.6 16.1 13.4 6.1 3.3 \--
\-- \-- 39 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 2.28 0.45 12.2

15- 25 1.48 0.44 12.1

25- 36 1.03 0.44 13.3

36- 43 0.90 0.42 11.8

43- 51 0.86 0.44 11.1

51- 64 0.36 0.39 8.8

64- 76 0.22 0.41 9.0

76- 86 0.15 0.41 9.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 43- 76: PCT CLAY 23 PCT .1-75MM 38

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S86IA-113-0043 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 352, SAMPLE 87P 1782-
1789

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 6.0 6.6

15- 25 6.2 6.8

25- 36 5.8 6.4

36- 43 5.6 6.2

43- 51 5.6 6.3

51- 64 5.5 6.2

64- 76 5.5 6.1

76- 86 5.5 6.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-113-0043 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 87P 79, (RP87IA124) EROSION LINN CO NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 87P 352, SAMPLES 87P 1782- 1789 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

87P1782S 0- 6 AP 100 100 100 100 100 100 100 100 97 87 55 38 27 100 98
94 89 85 0.02 0.013 \-- 49.2 0.6

87P1783S 6- 10 A2 100 100 100 100 100 100 100 100 98 89 57 39 27 100 99
95 90 88 0.02 0.012 \-- 47.3 0.6

87P1784S 10- 14 A3 100 100 100 100 100 100 100 100 97 88 60 42 30 100 98
94 89 86 0.02 0.009 \-- 47.3 0.4

87P1785S 14- 17 BA 100 100 100 100 100 100 100 100 94 83 54 38 28 99 96
89 86 78 0.03 0.014 \-- 54.8 0.5

87P1786S 17- 20 BT1 100 100 100 100 100 100 100 100 93 74 50 35 25 99 95
87 76 71 0.03 0.020 \-- 61.6 0.6

87P1787S 20- 25 BT2 100 100 100 100 100 100 100 100 87 54 38 29 22 98 91
76 58 49 0.11 0.052 0.001 \>100 0.6

87P1788S 25- 30 2BT3 100 100 100 100 100 100 100 100 86 52 37 28 22 97
89 75 56 47 0.12 0.061 0.001 \>100 0.7

87P1789S 30- 34 2BT3 100 100 100 100 100 100 100 100 87 56 38 29 23 97
91 77 61 49 0.09 0.052 0.001 \>100 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 17 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

17- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

30- 34 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S86IA-113-0043 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 87P 352, SAMPLE 87P 1782-
1789

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 8 32 15 45 0.45

6- 10 \-- \-- \-- \-- \-- \-- \-- 100 7 33 15 45 0.44

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 8 30 17 45 0.44

14- 17 \-- \-- \-- \-- \-- \-- \-- 100 12 28 15 45 0.42

17- 20 \-- \-- \-- \-- \-- \-- \-- 100 16 25 14 45 0.44

20- 25 \-- \-- \-- \-- \-- \-- \-- 100 28 15 12 45 0.39

25- 30 \-- \-- \-- \-- \-- \-- \-- 100 29 14 12 45 0.41

30- 34 \-- \-- \-- \-- \-- \-- \-- 100 28 15 13 45 0.41

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 20 80 37 TR 2 6 7 5 41 39 37 SICL SICL 14.5 58.3 27.2 6.0

6- 10 17 83 38 TR 2 5 6 4 43 41 38 SICL SICL 12.2 60.4 27.4 6.2

10- 14 20 80 43 2 7 7 4 38 42 43 SICL SICL 14.0 55.7 30.3 5.8

14- 17 30 70 39 1 4 9 5 11 33 36 39 SICL CL 21.8 50.3 27.9 5.6

17- 20 38 62 34 1 5 12 14 7 29 33 34 SICL L 28.5 46.2 25.3 5.6

20- 25 65 35 29 3 9 19 23 11 15 20 29 L SCL 50.5 27.2 22.3 5.5

25- 30 68 32 29 4 9 19 24 12 13 19 29 CL SCL 52.6 25.2 22.2 5.5

30- 34 65 35 30 4 8 17 21 15 15 20 30 CL SCL 50.5 26.6 22.9 5.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.52 2.15

0-40 0.52 1.60

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-113-001 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC TYPIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 107, (RP88IA154) EROSION 4 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 610, SAMPLES 88P 3174- 3180 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

88P3174S 0- 13 AP 19.0 35.3 45.7 13.5 21.8 9.9 15.4 14.6 4.4 1.4 \-- \--
\-- 36 \--

88P3175S 13- 25 BT1 18.0 22.9 59.1 12.2 10.7 7.6 16.9 19.3 10.0 5.3 \--
\-- \-- 51 \--

88P3176S 25- 36 BT2 22.8 27.3 49.9 14.8 12.5 10.5 17.5 14.2 5.6 2.1 \--
\-- \-- 39 \--

88P3177S 36- 53 BT3 25.7 29.7 44.6 17.6 12.1 10.6 14.7 12.0 5.2 2.1 \--
\-- \-- 34 \--

88P3178S 53- 66 BC 25.2 29.8 45.0 17.2 12.6 10.8 14.6 11.1 5.7 2.8 \--
\-- \-- 34 \--

88P3179S 66-107 C1 25.3 29.2 45.5 17.5 11.7 11.5 15.1 11.7 5.4 1.8 \--
\-- \-- 34 \--

88P3180S 107-122 C2 23.3 30.9 45.8 0.8 18.0 12.9 10.8 14.8 11.5 6.0 2.7
\-- \-- \-- 35 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 13 0.87 0.82 0.41 7.8

13- 25 0.26 0.58 0.42 7.6

25- 36 0.27 0.54 0.38 8.7

36- 53 0.24 0.53 0.38 9.8

53- 66 0.17 0.51 0.40 10.1

66-107 0.13 0.51 0.42 10.6

107-122 0.08 0.46 0.40 9.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 13- 53: PCT CLAY 23 PCT .1-75MM 41

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-113-001 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 610, SAMPLE 88P 3174-
3180

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 13 10.6 3.0 \-- 0.3 13.9 4.8 18.7 15.6 74 89 5.6 6.1

13- 25 7.1 2.4 \-- 0.2 9.7 5.2 14.9 10.5 65 92 5.7 6.3

25- 36 8.9 2.7 \-- 0.3 11.9 3.3 15.2 12.4 78 96 5.6 6.2

36- 53 10.6 2.7 TR 0.3 13.6 2.8 16.4 13.5 83 100 5.7 6.2

53- 66 10.2 2.4 0.1 0.3 13.0 3.4 16.4 12.9 79 100 5.8 6.3

66-107 12.3 2.1 0.1 0.3 14.8 2.5 17.3 13.0 86 100 6.0 6.6

107-122 2.8 TR 0.2 10.8 100 100 5 7.6 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-113-001 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC TYPIC EUTROCHREPT

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 107, (RP88IA154) EROSION 4 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 610, SAMPLES 88P 3174- 3180 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

88P3174S 0- 5 AP 100 100 100 100 100 100 100 100 91 60 33 24 19 99 94 80
64 54 0.07 0.042 0.001 \>100 3.4

88P3175S 5- 10 BT1 100 100 100 100 100 100 100 100 80 45 30 23 18 95 85
65 49 41 0.19 0.108 0.001 \>100 2.8

88P3176S 10- 14 BT2 100 100 100 100 100 100 100 100 89 56 38 29 23 98 92
78 61 50 0.10 0.050 0.001 \>100 0.7

88P3177S 14- 21 BT3 100 100 100 100 100 100 100 100 90 61 43 33 26 98 93
81 66 55 0.07 0.033 \-- \>100 0.4

88P3178S 21- 26 BC 100 100 100 100 100 100 100 100 89 61 42 32 25 97 91
80 66 55 0.07 0.035 \-- \>100 0.4

88P3179S 26- 42 C1 100 100 100 100 100 100 100 100 90 61 43 32 25 98 93
81 66 54 0.07 0.035 \-- \>100 0.4

88P3180S 42- 48 C2 100 100 100 100 100 100 100 100 88 60 41 30 23 97 91
80 65 54 0.07 0.037 0.001 \>100 0.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 5 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

5- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

21- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 42 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

42- 48 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-113-001 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-LOAMY, MIXED, MESIC TYPIC EUTROCHREPT

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 610, SAMPLE 88P 3174-
3180

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 5 \-- \-- \-- \-- \-- \-- \-- 100 25 19 10 45 0.98 0.82 0.41

5- 10 \-- \-- \-- \-- \-- \-- \-- 100 32 13 10 45 0.83 0.58 0.42

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 27 15 12 45 0.67 0.54 0.38

14- 21 \-- \-- \-- \-- \-- \-- \-- 100 24 16 14 45 0.64 0.53 0.38

21- 26 \-- \-- \-- \-- \-- \-- \-- 100 25 16 14 45 0.65 0.51 0.40

26- 42 \-- \-- \-- \-- \-- \-- \-- 100 25 16 14 45 0.68 0.51 0.42

42- 48 \-- \-- \-- \-- \-- \-- \-- 100 25 17 13 45 2.00 0.46 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 5 56 44 23 2 5 18 19 12 27 17 23 L L 45.7 35.3 19.0 5.6

5- 10 72 28 22 6 12 24 21 9 13 15 22 L SL 59.1 22.9 18.0 5.7

10- 14 65 35 30 3 7 18 23 14 16 19 30 L SCL 49.9 27.3 22.8 5.6

14- 21 60 40 35 3 7 16 20 14 16 24 35 L L 44.6 29.7 25.7 5.7

21- 26 60 40 34 4 8 15 20 14 17 23 34 L L 45.0 29.8 25.2 5.8

26- 42 61 39 34 2 7 16 20 15 16 23 34 L L 45.5 29.2 25.3 6.0

42- 48 60 40 30 4 8 15 19 14 17 23 30 L L 45.8 30.9 23.3 7.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.65 0.71

0-40 2.54 0.46

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-113-002 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 107, (RP88IA154) EROSION 4 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 611, SAMPLES 88P 3181- 3187 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

88P3181S 0- 20 AP 18.9 42.6 38.5 16.8 25.8 7.8 16.5 12.0 2.0 0.2 \-- \--
\-- 31 \--

88P3182S 20- 33 A 17.8 33.0 49.2 14.3 18.7 9.1 21.1 15.5 3.1 0.4 \-- \--
\-- 40 \--

88P3183S 33- 53 BT1 20.5 26.2 53.3 14.2 12.0 9.9 20.0 15.6 5.4 2.4 \--
\-- \-- 43 \--

88P3184S 53- 66 BT2 24.1 28.6 47.3 16.7 11.9 10.7 16.0 12.9 5.7 2.0 \--
\-- \-- 37 \--

88P3185S 66- 91 BT3 26.0 28.1 45.9 16.5 11.6 11.7 15.5 12.3 5.0 1.4 \--
\-- \-- 34 \--

88P3186S 91-117 C1 25.6 28.1 46.3 16.9 11.2 11.1 14.6 11.8 6.1 2.7 \--
\-- \-- 35 \--

88P3187S 117-152 C2 24.8 31.2 44.0 0.3 18.6 12.6 11.5 13.9 10.8 5.8 2.0
\-- \-- \-- 32 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 0.95 0.69 0.43 8.1

20- 33 0.54 0.62 0.42 7.4

33- 53 0.30 0.55 0.40 8.2

53- 66 0.27 0.52 0.39 9.5

66- 91 0.19 0.49 0.40 10.3

91-117 0.12 0.50 0.41 10.6

117-152 0.10 0.48 0.42 10.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 53-103: PCT CLAY 25 PCT .1-75MM 35

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-113-002 PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 611, SAMPLE 88P 3181-
3187

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 8.6 2.8 \-- 0.3 11.7 5.6 17.3 13.0 68 90 TR 5.6 6.1

20- 33 7.2 2.4 TR 0.2 9.8 4.3 14.1 11.0 70 89 5.6 6.2

33- 53 8.1 2.4 TR 0.2 10.7 2.6 13.3 11.2 80 96 5.5 6.1

53- 66 9.3 2.4 TR 0.3 12.0 3.4 15.4 12.6 78 95 5.7 6.2

66- 91 10.2 2.3 TR 0.3 12.8 5.0 17.8 12.7 72 100 5.6 6.2

91-117 10.8 2.0 TR 0.3 13.1 2.8 15.9 12.7 82 100 5.8 6.5

117-152 2.3 TR 0.3 11.8 100 100 4 7.6 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-113-002 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

REVISED TO : SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 107, (RP88IA154) EROSION 4 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 611, SAMPLES 88P 3181- 3187 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

88P3181S 0- 8 AP 100 100 100 100 100 100 100 100 95 66 36 26 19 100 98
86 69 61 0.05 0.033 0.001 70.1 2.6

88P3182S 8- 13 A 100 100 100 100 100 100 100 100 93 56 32 23 18 100 96
81 60 51 0.10 0.048 0.001 \>100 2.8

88P3183S 13- 21 BT1 100 100 100 100 100 100 100 100 88 52 35 26 21 98 92
77 57 47 0.12 0.063 0.001 \>100 1.2

88P3184S 21- 26 BT2 100 100 100 100 100 100 100 100 89 59 41 31 24 98 92
79 63 53 0.08 0.041 0.001 \>100 0.5

88P3185S 26- 36 BT3 100 100 100 100 100 100 100 100 91 61 43 33 26 99 94
81 66 54 0.07 0.036 \-- \>100 0.4

88P3186S 36- 46 C1 100 100 100 100 100 100 100 100 88 60 42 32 26 97 91
79 65 54 0.07 0.037 \-- \>100 0.4

88P3187S 46- 60 C2 100 100 100 100 100 100 100 100 89 63 43 32 25 98 92
81 67 56 0.06 0.032 0.001 \>100 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

13- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

21- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

36- 46 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

46- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-113-002 PRINT DATE 05/08/00

CLASSIFICATION: SND ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 611, SAMPLE 88P 3181-
3187

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 21 23 10 45 0.92 0.69 0.43

8- 13 \-- \-- \-- \-- \-- \-- \-- 100 27 18 10 45 0.79 0.62 0.42

13- 21 \-- \-- \-- \-- \-- \-- \-- 100 29 14 11 45 0.65 0.55 0.40

21- 26 \-- \-- \-- \-- \-- \-- \-- 100 26 16 13 45 0.64 0.52 0.39

26- 36 \-- \-- \-- \-- \-- \-- \-- 100 25 15 14 45 0.68 0.49 0.40

36- 46 \-- \-- \-- \-- \-- \-- \-- 100 25 15 14 45 0.62 0.50 0.41

46- 60 \-- \-- \-- \-- \-- \-- \-- 100 24 17 14 45 1.68 0.48 0.42

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 47 53 23 TR 2 15 20 10 32 21 23 L L 38.5 42.6 18.9 5.6

8- 13 60 40 22 TR 4 19 26 11 23 17 22 L L 49.2 33.0 17.8 5.6

13- 21 67 33 26 3 7 20 25 12 15 18 26 L SCL 53.3 26.2 20.5 5.5

21- 26 62 38 32 3 8 17 21 14 16 22 32 L L 47.3 28.6 24.1 5.7

26- 36 62 38 35 2 7 17 21 16 16 22 35 L L 45.9 28.1 26.0 5.6

36- 46 62 38 34 4 8 16 20 15 15 23 34 L L 46.3 28.1 25.6 5.8

46- 60 59 41 33 3 8 14 18 15 17 25 33 L L 44.0 31.2 24.8 7.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.04 0.95

0-40 2.37 0.70

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-113-003 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 107, (RP88IA154) EROSION 4 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 612, SAMPLES 88P 3188- 3195 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

88P3188S 0- 20 AP 24.6 57.3 18.1 23.1 34.2 7.7 5.5 4.1 0.7 0.1 \-- \--
\-- 10 \--

88P3189S 20- 33 A 26.8 57.8 15.4 23.8 34.0 9.3 3.5 2.2 0.4 \-- \-- \--
\-- 6 \--

88P3190S 33- 51 BT1 24.2 53.9 21.9 20.6 33.3 9.3 7.3 4.6 0.7 \-- \-- \--
\-- 13 \--

88P3191S 51- 66 2BT2 22.2 26.0 51.8 13.1 12.9 9.2 20.0 15.8 4.9 1.9 \--
\-- \-- 43 \--

88P3192S 66- 81 2BT3 24.0 28.7 47.3 15.6 13.1 10.3 15.8 12.7 5.9 2.6 \--
\-- \-- 37 \--

88P3193S 81- 99 2BC 25.3 27.9 46.8 15.6 12.3 10.4 15.7 12.8 5.1 2.8 \--
\-- \-- 36 \--

88P3194S 99-114 2C1 24.7 28.9 46.4 16.2 12.7 10.7 15.1 12.0 5.8 2.8 \--
\-- \-- 36 \--

88P3195S 114-122 2C2 24.5 28.5 47.0 16.1 12.4 11.0 15.6 12.2 5.5 2.7 \--
\-- \-- 36 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.37 0.72 0.42 10.3

20- 33 0.89 0.67 0.42 11.3

33- 51 0.48 0.71 0.43 10.5

51- 66 0.21 0.54 0.39 8.7

66- 81 0.17 0.53 0.40 9.5

81- 99 0.11 0.49 0.40 10.1

99-114 0.11 0.50 0.41 10.1

114-122 0.10 0.50 0.42 10.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 33- 81: PCT CLAY 24 PCT .1-75MM 30

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-113-003 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 612, SAMPLE 88P 3188-
3195

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 10.3 3.7 \-- 0.3 14.3 19.9 34.2 17.6 42 81 5.1 5.6

20- 33 12.9 4.4 TR 0.3 17.6 5.7 23.3 18.0 76 98 6.3 6.7

33- 51 11.9 4.0 TR 0.3 16.2 4.8 21.0 17.1 77 95 6.1 6.6

51- 66 8.8 2.7 TR 0.2 11.7 3.1 14.8 11.9 79 98 6.0 6.5

66- 81 9.6 2.7 TR 0.3 12.6 3.0 15.6 12.6 81 100 5.8 6.3

81- 99 9.4 2.4 TR 0.3 12.1 3.0 15.1 12.5 80 97 5.5 6.1

99-114 9.5 2.2 TR 0.3 12.0 2.7 14.7 12.3 82 98 5.5 6.1

114-122 10.0 2.1 0.1 0.2 12.4 4.7 17.1 12.2 73 100 5.8 6.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-113-003 (LINN COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 107, (RP88IA154) EROSION 4 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 612, SAMPLES 88P 3188- 3195 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

88P3188S 0- 8 AP 100 100 100 100 100 100 100 100 98 86 48 34 25 100 99
95 90 82 0.03 0.021 0.001 54.5 0.8

88P3189S 8- 13 A 100 100 100 100 100 100 100 100 99 90 51 36 27 100 100
97 94 85 0.03 0.019 \-- 54.6 0.6

88P3190S 13- 20 BT1 100 100 100 100 100 100 100 100 98 83 45 32 24 100
99 95 87 78 0.03 0.023 0.001 58.7 0.9

88P3191S 20- 26 2BT2 100 100 100 100 100 100 100 100 89 53 35 27 22 98
93 77 57 48 0.11 0.057 0.001 \>100 1.0

88P3192S 26- 32 2BT3 100 100 100 100 100 100 100 100 88 59 40 30 24 97
91 79 63 53 0.08 0.041 0.001 \>100 0.6

88P3193S 32- 39 2BC 100 100 100 100 100 100 100 100 89 59 41 32 25 97 92
79 64 53 0.08 0.039 \-- \>100 0.4

88P3194S 39- 45 2C1 100 100 100 100 100 100 100 100 88 60 41 31 25 97 91
79 64 54 0.08 0.039 0.001 \>100 0.5

88P3195S 45- 48 2C2 100 100 100 100 100 100 100 100 89 59 41 31 25 97 92
80 64 53 0.08 0.040 0.001 \>100 0.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 13 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

13- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 32 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

32- 39 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

39- 45 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

45- 48 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-113-003 PRINT DATE 05/08/00

CLASSIFICATION: DINSDALE ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 612, SAMPLE 88P 3188-
3195

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 10 31 13 45 1.39 0.72 0.42

8- 13 \-- \-- \-- \-- \-- \-- \-- 100 8 32 15 45 0.87 0.67 0.42

13- 20 \-- \-- \-- \-- \-- \-- \-- 100 12 29 13 45 0.87 0.71 0.43

20- 26 \-- \-- \-- \-- \-- \-- \-- 100 28 14 12 45 0.67 0.54 0.39

26- 32 \-- \-- \-- \-- \-- \-- \-- 100 26 16 13 45 0.65 0.53 0.40

32- 39 \-- \-- \-- \-- \-- \-- \-- 100 26 15 14 45 0.60 0.49 0.40

39- 45 \-- \-- \-- \-- \-- \-- \-- 100 25 16 14 45 0.60 0.50 0.41

45- 48 \-- \-- \-- \-- \-- \-- \-- 100 26 16 13 45 0.70 0.50 0.42

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 24 76 33 TR 1 5 7 10 45 31 33 SICL SIL 18.1 57.3 24.6 5.1

8- 13 21 79 37 1 3 5 13 46 33 37 SICL SIL 15.4 57.8 26.8 6.3

13- 20 29 71 32 1 6 10 12 44 27 32 SICL SIL 21.9 53.9 24.2 6.1

20- 26 67 33 29 2 6 20 26 12 17 17 29 L SCL 51.8 26.0 22.2 6.0

26- 32 62 38 32 3 8 17 21 14 17 21 32 L L 47.3 28.7 24.0 5.8

32- 39 63 37 34 4 7 17 21 14 16 21 34 L SCL 46.8 27.9 25.3 5.5

39- 45 62 38 33 4 8 16 20 14 17 22 33 L L 46.4 28.9 24.7 5.5

45- 48 62 38 32 4 7 16 21 15 16 21 32 L L 47.0 28.5 24.5 5.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.74 1.37

0-40 0.71 1.06

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0011 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 510, SAMPLES 85P 2533- 2538 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2533S 0- 13 AP 23.8 48.1 28.1 23.5 24.6 6.8 9.5 8.6 2.6 0.6 1 1 \--
23 2

85P2534S 13- 30 2BW 32.4 29.0 38.6 15.9 13.1 8.1 13.0 11.6 4.1 1.8 1 4
\-- 34 5

85P2535S 30- 43 2BT1 37.6 31.4 31.0 17.8 13.6 9.4 11.1 6.8 2.7 1.0 2 1
\-- 24 3

85P2536S 43- 61 2BT2 35.8 33.9 30.3 19.0 14.9 8.8 10.7 6.5 2.7 1.6 1 2
\-- 24 3

85P2537S 61- 79 2BT3 34.4 33.6 32.0 19.4 14.3 9.9 11.0 6.5 2.7 1.9 1 1
\-- 24 2

85P2538S 79- 97 2BC 33.9 34.0 32.1 \-- 19.2 14.8 9.8 11.2 6.5 3.2 1.4 1
1 \-- 24 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 13 1.36 0.42 10.0

13- 30 0.42 0.37 11.9

30- 43 0.45 0.37 14.0

43- 61 0.29 0.36 13.0

61- 79 0.19 0.38 13.2

79- 97 0.17 0.38 12.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 30- 79: PCT CLAY 36 PCT .1-75MM 24

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0011 PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 510, SAMPLE 85P 2533-
2538

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 13 TR 7.3 7.7

13- 30 4.8 5.5

30- 43 4.5 5.1

43- 61 5.1 5.7

61- 79 7.3 7.8

79- 97 4 7.8 8.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0011 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 510, SAMPLES 85P 2533- 2538 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2533S 0- 5 AP 100 100 100 100 100 100 99 98 93 74 46 32 23 97 95 86
77 70 0.03 0.023 0.001 62.6 0.8

85P2534S 5- 12 2BW 100 100 100 100 100 98 96 95 87 63 46 37 31 93 89 78
66 58 0.06 0.027 \-- \>100 0.1

85P2535S 12- 17 2BT1 100 100 100 100 100 100 99 97 92 72 54 43 36 96 93
87 76 67 0.03 0.012 \-- 82.2 0.2

85P2536S 17- 24 2BT2 100 100 100 100 100 99 98 97 91 72 53 42 35 95 93
87 76 68 0.03 0.013 \-- 79.5 0.2

85P2537S 24- 31 2BT3 100 100 100 100 100 100 99 98 92 72 53 41 34 96 93
87 76 67 0.03 0.015 \-- 81.3 0.2

85P2538S 31- 38 2BC 100 100 100 100 100 100 99 98 92 72 52 41 33 97 93
87 76 67 0.03 0.016 \-- 82.7 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 5 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

5- 12 5 \-- \-- 5 \-- 4 1 95 5 \-- 4 1 95 1.48

12- 17 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.46

17- 24 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.47

24- 31 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.47

31- 38 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0011 PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 510, SAMPLE 85P 2533-
2538

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 5 1 \-- \-- 1 \-- 1 1 99 15 26 13 45 0.42

5- 12 3 \-- \-- 3 \-- 2 1 97 20 15 17 44 0.37

12- 17 2 \-- \-- 2 \-- 1 1 98 17 17 20 45 0.37

17- 24 2 \-- \-- 2 \-- 1 1 98 16 18 19 45 0.36

24- 31 1 \-- \-- 1 \-- 1 1 99 17 18 19 45 0.38

31- 38 1 \-- \-- 1 \-- 1 1 99 17 18 18 45 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 5 3 3 3 36 61 30 1 3 11 12 9 32 31 31 L L 28.1 48.1 23.8 7.3

5- 12 7 7 7 53 40 44 3 6 17 19 12 19 24 48 CL CL 38.6 29.0 32.4 4.8

12- 17 5 5 5 47 48 57 2 4 11 18 15 22 29 60 CL CL 31.0 31.4 37.6 4.5

17- 24 5 5 5 45 50 53 2 4 10 17 14 23 30 56 CL CL 30.3 33.9 35.8 5.1

24- 31 3 3 3 47 50 51 3 4 10 17 15 22 30 52 CL CL 32.0 33.6 34.4 7.3

31- 38 3 3 3 47 50 50 2 5 10 17 15 22 29 51 CL CL 32.1 34.0 33.9 7.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.18 1.10

0-40 1.10 0.73

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0012 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC ARQUOLLIC HAPLUDALF

REVISED TO : LAURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 511, SAMPLES 85P 2539- 2543 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2539S 0- 18 AP 20.0 49.7 30.3 23.3 26.4 6.4 10.2 9.5 2.5 1.7 1 TR \--
25 1

85P2540S 18- 28 2BW 33.6 34.8 31.6 19.5 15.3 9.1 10.7 6.7 3.1 2.0 2 3
\-- 26 5

85P2541S 28- 51 2BT1 38.7 31.9 29.4 19.0 12.9 8.7 10.2 6.2 2.9 1.4 1 3
\-- 24 4

85P2542S 51- 76 2BT2 36.7 32.3 31.0 19.4 12.9 9.4 10.9 6.3 3.0 1.4 TR 2
\-- 23 2

85P2543S 76-102 2CB 33.7 34.2 32.1 \-- 21.0 13.2 8.9 10.8 6.8 3.5 2.1 2
2 \-- 26 4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.20 0.46 9.2

18- 28 0.43 0.37 12.3

28- 51 0.34 0.37 14.3

51- 76 0.25 0.37 13.4

76-102 0.16 0.38 12.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 18- 68: PCT CLAY 37 PCT .1-75MM 24

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0012 PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC ARQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 511, SAMPLE 85P 2539-
2543

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 7.0 7.3

18- 28 4.8 5.5

28- 51 4.5 5.1

51- 76 5.3 5.9

76-102 TR 7.5 8.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0012 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC ARQUOLLIC HAPLUDALF

REVISED TO : LAURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 511, SAMPLES 85P 2539- 2543 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2539S 0- 7 AP 100 100 100 100 100 100 100 99 92 73 43 29 20 97 95 85
75 69 0.04 0.026 0.001 57.0 1.3

85P2540S 7- 11 2BW 100 100 100 100 100 99 97 95 89 70 50 39 32 93 90 84
74 65 0.04 0.019 \-- 88.8 0.2

85P2541S 11- 20 2BT1 100 100 100 100 100 99 97 96 90 72 55 44 37 95 92
86 76 68 0.03 0.010 \-- 75.7 0.2

85P2542S 20- 30 2BT2 100 100 100 100 100 99 98 98 92 73 55 44 36 97 94
88 77 68 0.03 0.011 \-- 75.9 0.2

85P2543S 30- 40 2CB 100 100 100 100 100 99 98 96 89 70 53 40 32 94 91 84
74 65 0.03 0.015 \-- 84.3 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 1 \-- \-- 1 \-- TR 1 99 1 \-- TR 1 99 1.46

7- 11 5 \-- \-- 5 \-- 3 2 95 5 \-- 3 2 95 1.48

11- 20 4 \-- \-- 4 \-- 3 1 96 4 \-- 3 1 96 1.48

20- 30 2 \-- \-- 2 \-- 2 TR 98 2 \-- 2 TR 98 1.46

30- 40 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0012 PRINT DATE 05/08/00

CLASSIFICATION: LAURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 511, SAMPLE 85P 2539-
2543

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 1 \-- \-- 1 \-- TR 1 99 17 27 11 45 0.46

7- 11 3 \-- \-- 3 \-- 2 1 97 17 18 18 44 0.37

11- 20 2 \-- \-- 2 \-- 2 1 98 16 17 21 44 0.37

20- 30 1 \-- \-- 1 \-- 1 TR 99 17 17 20 45 0.37

30- 40 2 \-- \-- 2 \-- 1 1 98 17 18 18 44 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 1 1 1 37 61 25 2 3 12 13 8 33 29 25 SIL L 30.3 49.7 20.0 7.0

7- 11 7 7 7 44 49 47 3 5 10 16 14 23 29 51 CL CL 31.6 34.8 33.6 4.8

11- 20 6 6 6 45 49 59 2 5 10 17 14 21 31 63 CL CL 29.4 31.9 38.7 4.5

20- 30 3 3 3 47 49 56 2 5 10 17 15 20 31 58 CL CL 31.0 32.3 36.7 5.3

30- 40 6 6 6 46 49 48 3 5 10 16 13 20 32 51 CL CL 32.1 34.2 33.7 7.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.51 1.20

0-40 1.14 0.75

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0013 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 512, SAMPLES 85P 2544- 2550 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2544S 0- 18 AP 21.6 61.0 17.4 32.7 28.3 4.1 5.1 5.7 1.9 0.6 1 1 \--
15 2

85P2545S 18- 25 BW1 27.8 59.9 12.3 31.6 28.3 4.0 3.4 3.3 1.2 0.4 \-- \--
\-- 8 \--

85P2546S 25- 33 BW2 28.6 52.4 19.0 25.7 26.7 5.8 5.7 5.3 1.7 0.5 1 \--
\-- 14 1

85P2547S 33- 51 2BW3 31.3 32.8 35.9 17.3 15.5 8.4 13.3 9.9 3.0 1.3 1 2
\-- 30 3

85P2548S 51- 61 2BT4 37.2 29.5 33.3 17.6 11.9 8.9 11.8 7.8 3.2 1.6 2 1
\-- 27 3

85P2549S 61- 81 2BT5 36.2 32.7 31.1 19.2 13.5 9.2 11.0 6.5 3.1 1.3 2 1
\-- 24 3

85P2550S 81-107 2BT6 36.5 31.9 31.6 19.0 12.9 9.5 11.1 6.5 3.0 1.5 1 1
\-- 24 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 2.24 0.50 10.9

18- 25 0.63 0.44 12.2

25- 33 0.53 0.41 11.8

33- 51 0.40 0.38 11.9

51- 61 0.32 0.37 13.8

61- 81 0.22 0.38 13.7

81-107 0.23 0.36 13.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 51-101: PCT CLAY 37 PCT .1-75MM 24

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0013 PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 512, SAMPLE 85P 2544-
2550

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 6.6 7.1

18- 25 4.9 5.7

25- 33 4.3 5.1

33- 51 4.2 5.0

51- 61 4.6 5.3

61- 81 5.5 6.1

81-107 6.8 7.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0013 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 512, SAMPLES 85P 2544- 2550 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2544S 0- 7 AP 100 100 100 100 100 100 100 100 96 85 54 35 22 99 97 92
87 83 0.02 0.015 0.001 41.4 0.9

85P2545S 7- 10 BW1 100 100 100 100 100 100 100 100 98 90 59 40 28 100 98
95 92 88 0.02 0.010 \-- 44.5 0.6

85P2546S 10- 13 BW2 100 100 100 100 100 100 100 99 96 83 54 38 28 99 97
92 86 80 0.02 0.014 \-- 55.1 0.5

85P2547S 13- 20 2BW3 100 100 100 100 100 99 98 97 90 67 47 37 30 96 93
83 70 62 0.04 0.024 \-- \>100 0.2

85P2548S 20- 24 2BT4 100 100 100 100 100 100 99 97 90 70 53 43 36 95 92
85 73 65 0.03 0.013 \-- 91.0 0.1

85P2549S 24- 32 2BT5 100 100 100 100 100 100 99 97 91 72 54 43 35 96 93
86 76 67 0.03 0.013 \-- 80.4 0.2

85P2550S 32- 42 2BT6 100 100 100 100 100 100 99 98 92 72 54 43 36 97 94
87 76 67 0.03 0.012 \-- 78.9 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

7- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 13 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

13- 20 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.47

20- 24 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.46

24- 32 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.47

32- 42 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0013 PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 512, SAMPLE 85P 2544-
2550

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 TR \-- \-- \-- \-- TR TR 100 10 34 12 45 0.50

7- 10 \-- \-- \-- \-- \-- \-- \-- 100 7 33 15 45 0.44

10- 13 1 \-- \-- 1 \-- \-- 1 99 10 29 16 45 0.41

13- 20 2 \-- \-- 2 \-- 1 1 98 19 18 17 45 0.38

20- 24 2 \-- \-- 2 \-- 1 1 98 18 16 20 45 0.37

24- 32 2 \-- \-- 2 \-- 1 1 98 17 18 20 45 0.38

32- 42 1 \-- \-- 1 \-- 1 1 99 17 17 20 45 0.36

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 22 78 28 1 2 7 7 5 36 42 28 L SIL 17.4 61.0 21.6 6.6

7- 10 17 83 39 1 2 5 5 6 39 44 39 L SICL 12.3 59.9 27.8 4.9

10- 13 1 1 1 26 72 39 1 2 7 8 8 37 36 40 L SICL 19.0 52.4 28.6 4.3

13- 20 4 4 4 50 46 44 2 4 14 19 12 23 25 46 CL CL 35.9 32.8 31.3 4.2

20- 24 5 5 5 51 45 56 3 5 12 19 14 19 28 59 CL CL 33.3 29.5 37.2 4.6

24- 32 5 5 5 46 49 54 2 5 10 17 14 21 30 57 CL CL 31.1 32.7 36.2 5.5

32- 42 3 3 3 48 49 56 2 5 10 17 15 20 30 57 CL CL 31.6 31.9 36.5 6.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.81 2.24

0-40 0.77 1.29

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0021 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 514, SAMPLES 85P 2558- 2563 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2558S 0- 18 AP 22.8 48.2 29.0 22.4 25.8 5.4 8.9 10.4 3.7 0.6 1 \--
\-- 24 1

85P2559S 18- 28 BE 23.5 37.7 38.8 17.2 20.5 5.7 12.9 14.5 4.7 1.0 1 \--
\-- 34 1

85P2560S 28- 36 2BT1 23.3 26.0 50.7 12.4 13.6 6.0 17.0 19.4 6.9 1.4 1
\-- \-- 45 1

85P2561S 36- 53 2BT2 25.4 22.1 52.5 12.7 9.4 7.6 18.9 18.2 6.3 1.5 1 \--
\-- 45 1

85P2562S 53- 61 2BT3 31.9 26.2 41.9 15.6 10.6 9.0 14.6 12.1 4.6 1.6 1 1
\-- 34 2

85P2563S 61- 69 2BT4 40.2 25.4 34.4 15.8 9.6 8.5 11.1 8.0 3.6 3.2 2 \--
\-- 27 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.72 0.43 9.9

18- 28 0.71 0.40 9.4

28- 36 0.54 0.41 9.5

36- 53 0.34 0.46 11.7

53- 61 0.34 0.46 14.7

61- 69 0.34 0.39 15.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 28- 69: PCT CLAY 29 PCT .1-75MM 40

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0021 PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 514, SAMPLE 85P 2558-
2563

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 5.9 6.4

18- 28 6.1 6.7

28- 36 6.1 6.7

36- 53 6.1 6.7

53- 61 6.2 6.7

61- 69 6.4 6.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0021 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 514, SAMPLES 85P 2558- 2563 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2558S 0- 7 AP 100 100 100 100 100 100 100 99 92 73 45 31 23 98 95 84
76 70 0.03 0.024 0.001 62.3 1.0

85P2559S 7- 11 BE 100 100 100 100 100 100 100 99 90 64 40 30 23 98 93 79
66 61 0.05 0.031 0.001 90.5 0.9

85P2560S 11- 14 2BT1 100 100 100 100 100 100 100 99 86 52 35 28 23 98 91
72 55 49 0.13 0.057 0.001 \>100 0.7

85P2561S 14- 21 2BT2 100 100 100 100 100 100 100 99 87 51 38 30 25 98 91
73 55 47 0.13 0.066 \-- \>100 0.4

85P2562S 21- 24 2BT3 100 100 100 100 100 100 99 98 89 62 47 37 31 96 92
80 66 57 0.06 0.027 \-- \>100 0.1

85P2563S 24- 27 2BT4 100 100 100 100 100 100 100 98 89 69 55 46 39 95 91
83 73 64 0.03 0.010 \-- 91.8 0.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

7- 11 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

11- 14 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

14- 21 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

21- 24 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

24- 27 2 \-- \-- 2 \-- \-- 2 98 2 \-- \-- 2 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0021 PRINT DATE 05/08/00

CLASSIFICATION: WINNESHIEK ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 514, SAMPLE 85P 2558-
2563

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 1 \-- \-- 1 \-- \-- 1 99 16 27 13 45 0.43

7- 11 1 \-- \-- 1 \-- \-- 1 99 21 21 13 45 0.40

11- 14 1 \-- \-- 1 \-- \-- 1 99 28 14 13 45 0.41

14- 21 1 \-- \-- 1 \-- \-- 1 99 29 12 14 45 0.46

21- 24 1 \-- \-- 1 \-- 1 1 99 22 14 17 45 0.46

24- 27 1 \-- \-- 1 \-- \-- 1 99 19 14 22 45 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 1 1 1 37 62 29 1 5 13 12 7 33 29 30 SIL L 29.0 48.2 22.8 5.9

7- 11 1 1 1 50 49 30 1 6 19 17 7 27 22 31 L L 38.8 37.7 23.5 6.1

11- 14 1 1 1 65 33 30 2 9 25 22 8 18 16 30 CL SCL 50.7 26.0 23.3 6.1

14- 21 1 1 1 69 29 34 2 8 24 25 10 13 17 34 CL SCL 52.5 22.1 25.4 6.1

21- 24 3 3 3 60 37 46 2 7 18 21 13 16 23 47 CL CL 41.9 26.2 31.9 6.2

24- 27 3 3 3 56 41 65 5 6 13 19 14 16 26 67 CL C 34.4 25.4 40.2 6.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.27 1.72

0-40 1.63 1.09

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0022 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 515, SAMPLES 85P 2564- 2567 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2564S 0- 18 AP 22.3 42.9 34.8 19.4 23.5 5.6 11.7 12.8 4.1 0.6 1 1 \--
31 2

85P2565S 18- 28 BT1 27.1 30.5 42.4 13.8 16.7 6.1 14.9 15.6 4.5 1.3 1 1
\-- 38 2

85P2566S 28- 51 BT2 28.6 21.2 50.2 10.5 10.7 6.6 18.9 19.0 4.7 1.0 1 2
\-- 45 3

85P2567S 51- 58 BT3 37.2 28.1 34.7 2.9 16.1 12.0 6.3 11.8 11.0 3.6 2.0 3
4 \-- 33 7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.23 0.48 10.7

18- 28 0.62 0.38 10.2

28- 51 0.41 0.39 11.2

51- 58 0.60 0.36 13.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 18- 58: PCT CLAY 29 PCT .1-75MM 41

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S84IA-131-0022 PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 515, SAMPLE 85P 2564-
2567

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 6.1 6.8

18- 28 6.0 6.8

28- 51 6.0 6.8

51- 58 2 7.2 7.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0022 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 515, SAMPLES 85P 2564- 2567 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2564S 0- 7 AP 100 100 100 100 100 100 99 98 90 67 41 29 22 97 93 81
69 64 0.04 0.029 0.001 74.7 1.2

85P2565S 7- 11 BT1 100 100 100 100 100 100 99 98 88 60 40 32 27 97 92 77
62 56 0.08 0.035 \-- \>100 0.4

85P2566S 11- 20 BT2 100 100 100 100 100 99 98 97 87 52 38 32 28 96 91 73
55 48 0.13 0.060 \-- \>100 0.2

85P2567S 20- 23 BT3 100 100 100 100 100 98 96 93 85 64 50 41 35 91 88 78
67 61 0.05 0.021 \-- \>100 0.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

7- 11 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

11- 20 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.47

20- 23 7 \-- \-- 7 \-- 4 3 93 7 \-- 4 3 93 1.50

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S84IA-131-0022 PRINT DATE 05/08/00

CLASSIFICATION: WINNESHIEK ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 515, SAMPLE 85P 2564-
2567

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 1 \-- \-- 1 \-- 1 1 99 19 24 12 45 0.48

7- 11 1 \-- \-- 1 \-- 1 1 99 23 16 15 45 0.38

11- 20 2 \-- \-- 2 \-- 1 1 98 27 11 15 45 0.39

20- 23 4 \-- \-- 4 \-- 2 2 96 18 15 20 43 0.36

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 3 3 3 44 54 28 1 5 16 15 7 30 25 29 L 34.8 42.9 22.3 6.1

7- 11 3 3 3 57 41 36 2 6 21 20 8 23 19 37 CL CL 42.4 30.5 27.1 6.0

11- 20 4 4 4 67 28 38 1 7 27 26 9 15 15 40 CL SCL 50.2 21.2 28.6 6.0

20- 23 11 11 11 49 40 53 3 6 18 19 10 19 26 59 CL CL 34.7 28.1 37.2 7.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.56 1.23

0-40 1.62 0.83

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-131-0014 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 513, SAMPLES 85P 2551- 2557 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2551S 0- 17 AP 19.8 56.4 23.8 28.6 27.8 6.3 7.3 7.3 2.3 0.6 1 2 \--
20 3

85P2552S 17- 23 BE 21.4 57.0 21.6 28.6 28.4 6.2 6.6 6.7 1.8 0.3 1 \--
\-- 16 1

85P2553S 23- 33 BW 21.7 31.6 46.7 15.4 16.2 6.4 15.9 18.9 4.8 0.7 2 3
\-- 43 5

85P2554S 33- 51 2BT1 37.5 31.1 31.4 18.6 12.5 9.6 10.7 6.4 3.1 1.6 1 1
\-- 23 2

85P2555S 51- 71 2BT2 35.6 32.2 32.2 18.9 13.3 9.9 11.4 6.7 2.6 1.6 2 2
\-- 25 4

85P2556S 71- 89 2BT3 34.7 33.1 32.2 19.5 13.6 10.2 11.4 6.6 2.8 1.2 TR
TR \-- 22 TR

85P2557S 89-102 2BC 33.4 33.5 33.1 2.3 19.9 13.6 9.9 11.7 6.6 3.3 1.6 1
1 \-- 25 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 17 1.66 0.46 9.1

17- 23 1.05 0.43 9.1

23- 33 0.40 0.39 8.4

33- 51 0.30 0.36 13.6

51- 71 0.32 0.36 12.8

71- 89 0.25 0.37 12.8

89-102 0.20 0.38 12.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 33- 83: PCT CLAY 36 PCT .1-75MM 24

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-131-0014 PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 513, SAMPLE 85P 2551-
2557

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 17 TR 7.2 7.6

17- 23 6.5 7.0

23- 33 4.8 5.6

33- 51 4.3 5.1

51- 71 4.8 5.6

71- 89 6.6 7.4

89-102 3 7.7 8.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-131-0014 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 97, (RP85IA138) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 513, SAMPLES 85P 2551- 2557 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2551S 0- 7 AP 100 100 100 100 100 99 98 97 92 77 47 30 19 96 94 87 80
74 0.03 0.022 0.001 47.0 1.2

85P2552S 7- 9 BE 100 100 100 100 100 100 100 99 95 81 49 32 21 99 97 90
84 78 0.03 0.020 0.001 47.5 1.0

85P2553S 9- 13 BW 100 100 100 100 100 99 97 95 85 54 35 26 21 94 90 72
57 51 0.12 0.048 0.001 \>100 1.0

85P2554S 13- 20 2BT1 100 100 100 100 100 100 99 98 92 73 55 44 37 96 93
87 77 67 0.03 0.011 \-- 77.8 0.2

85P2555S 20- 28 2BT2 100 100 100 100 100 99 98 96 90 70 52 41 34 94 92
86 75 65 0.03 0.015 \-- 88.5 0.2

85P2556S 28- 35 2BT3 100 100 100 100 100 100 100 100 94 74 54 42 35 99
96 89 78 68 0.03 0.012 \-- 76.1 0.2

85P2557S 35- 40 2BC 100 100 100 100 100 100 99 98 92 71 52 40 33 96 93
87 75 66 0.03 0.015 \-- 84.4 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.46

7- 9 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

9- 13 5 \-- \-- 5 \-- 3 2 95 5 \-- 3 2 95 1.48

13- 20 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

20- 28 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.48

28- 35 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 1.46

35- 40 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-131-0014 PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 513, SAMPLE 85P 2551-
2557

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 2 \-- \-- 2 \-- 1 1 98 13 30 11 45 0.46

7- 9 1 \-- \-- 1 \-- \-- 1 99 12 31 12 45 0.43

9- 13 3 \-- \-- 3 \-- 2 1 97 25 17 11 44 0.39

13- 20 1 \-- \-- 1 \-- 1 1 99 17 17 20 45 0.36

20- 28 2 \-- \-- 2 \-- 1 1 98 17 17 19 44 0.36

28- 35 TR \-- \-- \-- \-- TR TR 100 18 18 19 45 0.37

35- 40 1 \-- \-- 1 \-- 1 1 99 18 18 18 45 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 4 4 4 29 68 24 1 3 9 9 8 35 36 25 L SIL 23.8 56.4 19.8 7.2

7- 9 1 1 1 27 72 27 TR 2 9 8 8 36 36 27 L SIL 21.6 57.0 21.4 6.5

9- 13 6 6 6 56 38 26 1 6 24 20 8 21 20 28 L L 46.7 31.6 21.7 4.8

13- 20 3 3 3 49 48 58 3 5 10 17 15 20 30 60 CL CL 31.4 31.1 37.5 4.3

20- 28 6 6 6 47 47 52 2 4 10 18 15 21 29 55 CL CL 32.2 32.2 35.6 4.8

28- 35 49 51 53 2 4 10 17 16 21 30 53 CL CL 32.2 33.1 34.7 6.6

35- 40 3 3 3 48 49 49 2 5 10 18 15 20 30 50 CL CL 33.1 33.5 33.4 7.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.19 1.62

0-40 1.35 1.01

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-131-0031 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : WINNESHIEK ; FINE, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 102, (RP86IA162) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 475, SAMPLES 86P 2830- 2834 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

86P2830S 0- 20 AP 15.4 55.7 28.9 24.8 30.9 5.9 6.9 12.6 3.3 0.2 2 \--
\-- 25 2

86P2831S 20- 30 BE 22.7 53.1 24.2 23.7 29.4 5.4 5.5 10.5 2.7 0.1 4 \--
\-- 22 4

86P2832S 30- 53 BT1 26.4 46.6 27.0 18.7 27.9 6.7 5.9 11.2 2.8 0.4 3 \--
\-- 23 3

86P2833S 53- 66 2BT2 44.1 31.4 24.5 17.9 13.5 4.4 7.5 10.0 2.4 0.2 2 \--
\-- 22 2

86P2834S 66- 74 2BC 42.6 32.2 25.2 19.4 12.8 9.9 1.1 8.2 3.2 2.8 7 3 \--
24 10

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 1.44 0.48 7.4

20- 30 0.56 0.41 9.4

30- 53 0.36 0.44 11.6

53- 66 0.29 0.42 18.6

66- 74 0.30 0.40 16.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 20- 66: PCT CLAY 31 PCT .1-75MM 22

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-131-0031 PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 475, SAMPLE 86P 2830-
2834

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 5.7 6.2

20- 30 5.6 6.2

30- 53 5.5 6.1

53- 66 5.8 6.5

66- 74 7 7.2 7.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-131-0031 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : WINNESHIEK ; FINE, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 102, (RP86IA162) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 475, SAMPLES 86P 2830- 2834 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

86P2830S 0- 8 AP 100 100 100 100 100 100 100 98 91 73 39 25 15 98 95 82
75 70 0.04 0.028 0.001 40.6 2.0

86P2831S 8- 12 BE 100 100 100 100 100 100 100 96 91 76 45 31 22 96 93 83
78 73 0.03 0.024 0.001 57.4 1.1

86P2832S 12- 21 BT1 100 100 100 100 100 100 100 97 91 74 44 33 26 97 94
83 77 71 0.03 0.025 \-- 70.5 0.7

86P2833S 21- 26 2BT2 100 100 100 100 100 100 100 99 94 77 61 51 44 99 96
87 79 75 0.02 0.005 \-- 49.3 0.2

86P2834S 26- 29 2BC 100 100 100 100 100 99 97 90 83 72 56 45 38 87 85 77
76 67 0.03 0.009 \-- 76.6 0.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 2 \-- \-- 2 \-- \-- 2 98 2 \-- \-- 2 98 1.46

8- 12 4 \-- \-- 4 \-- \-- 4 96 4 \-- \-- 4 96 1.48

12- 21 3 \-- \-- 3 \-- \-- 3 97 3 \-- \-- 3 97 1.47

21- 26 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

26- 29 10 \-- \-- 10 \-- 3 7 90 10 \-- 3 7 90 1.52

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-131-0031 PRINT DATE 05/08/00

CLASSIFICATION: WINNESHIEK ; FINE, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 475, SAMPLE 86P 2830-
2834

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 1 \-- \-- 1 \-- \-- 1 99 15 30 8 45 0.48

8- 12 2 \-- \-- 2 \-- \-- 2 98 13 28 12 44 0.41

12- 21 2 \-- \-- 2 \-- \-- 2 98 15 25 14 45 0.44

21- 26 1 \-- \-- 1 \-- \-- 1 99 13 17 24 45 0.42

26- 29 6 \-- \-- 6 \-- 2 4 94 13 17 22 43 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 2 2 2 33 64 18 TR 4 15 8 7 37 29 18 L SIL 28.9 55.7 15.4 5.7

8- 12 5 5 5 30 65 28 TR 3 14 7 7 38 31 29 L SIL 24.2 53.1 22.7 5.6

12- 21 4 4 4 35 61 34 1 4 15 8 9 38 25 36 L L 27.0 46.6 26.4 5.5

21- 26 2 2 2 43 55 78 TR 4 18 13 8 24 32 79 C C 24.5 31.4 44.1 5.8

26- 29 16 16 16 37 47 62 5 6 14 2 17 22 34 74 C C 25.2 32.2 42.6 7.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.88 1.43

0-40 1.46 0.95

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-131-0032 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 102, (RP86IA162) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 476, SAMPLES 86P 2835- 2840 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

86P2835S 0- 15 AP 16.1 55.2 28.7 24.6 30.6 5.7 7.2 13.2 2.6 \-- \-- \--
\-- 23 \--

86P2836S 15- 30 EB 22.4 51.9 25.7 21.6 30.3 6.7 6.2 10.7 2.1 \-- \-- \--
\-- 19 \--

86P2837S 30- 53 BT1 22.5 45.5 32.0 16.2 29.3 8.9 7.1 12.8 3.0 0.2 \--
\-- \-- 23 \--

86P2838S 53- 64 2BT2 39.9 23.5 36.6 13.6 9.9 3.1 7.5 15.5 6.9 3.6 1 \--
\-- 34 1

86P2839S 69- 79 4C 42.6 29.5 27.9 17.3 12.2 2.6 5.7 11.8 5.2 2.6 1 \--
\-- 26 1

86P2840S 79- 91 5C 8.1 60.7 31.2 0.8 26.1 34.6 8.9 2.6 3.7 6.0 10.0 23 7
\-- 46 30

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.16 0.50 8.0

15- 30 0.40 0.44 9.9

30- 53 0.29 0.44 9.8

53- 64 0.38 0.51 20.2

69- 79 0.44 0.45 19.1

79- 91 0.17 0.47 3.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-131-0032 PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 476, SAMPLE 86P 2835-
2840

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 6.4 6.7

15- 30 5.9 6.5

30- 53 5.2 5.7

53- 64 6.3 6.8

69- 79 10 7.3 7.7

79- 91 10 7.7 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-131-0032 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 102, (RP86IA162) MITCHELL CO EROSION NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 476, SAMPLES 86P 2835- 2840 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

86P2835S 0- 6 AP 100 100 100 100 100 100 100 100 94 75 41 26 16 100 97
84 77 71 0.04 0.026 0.001 42.6 1.8

86P2836S 6- 12 EB 100 100 100 100 100 100 100 100 95 78 44 31 22 100 98
87 81 74 0.03 0.024 0.001 58.0 1.1

86P2837S 12- 21 BT1 100 100 100 100 100 100 100 100 94 73 39 29 23 100
97 84 77 68 0.04 0.028 0.001 70.0 1.6

86P2838S 21- 25 2BT2 100 100 100 100 100 100 100 99 85 65 53 45 40 95 89
73 66 63 0.04 0.012 \-- \>100 0.1

86P2839S 27- 31 4C 100 100 100 100 100 100 100 99 88 73 59 49 42 96 91
80 74 71 0.02 0.006 \-- 61.1 0.1

86P2840S 31- 36 5C 100 100 100 100 100 97 93 70 58 52 24 13 6 63 59 56
54 48 0.61 0.061 0.003 \>100 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

21- 25 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

27- 31 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.46

31- 36 30 \-- \-- 30 \-- 7 23 70 30 \-- 7 23 70 1.67

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-131-0032 PRINT DATE 05/08/00

CLASSIFICATION: WINNESHIEK ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 476, SAMPLE 86P 2835-
2840

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 16 30 9 45 0.50

6- 12 \-- \-- \-- \-- \-- \-- \-- 100 14 28 12 45 0.44

12- 21 \-- \-- \-- \-- \-- \-- \-- 100 18 25 12 45 0.44

21- 25 1 \-- \-- 1 \-- \-- 1 99 20 13 22 45 0.51

27- 31 1 \-- \-- 1 \-- \-- 1 99 15 16 23 45 0.45

31- 36 19 \-- \-- 19 \-- 4 14 81 14 27 4 37 0.47

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 34 66 19 3 16 9 7 36 29 19 L SIL 28.7 55.2 16.1 6.4

6- 12 33 67 29 3 14 8 9 39 28 29 L SIL 25.7 51.9 22.4 5.9

12- 21 41 59 29 TR 4 17 9 11 38 21 29 L L 32.0 45.5 22.5 5.2

21- 25 2 2 2 60 38 65 6 11 26 12 5 16 23 66 CL CL 36.6 23.5 39.9 6.3

27- 31 2 2 2 48 51 73 5 9 21 10 5 21 30 74 CL C 27.9 29.5 42.6 7.3

31- 36 32 32 32 23 45 6 11 7 4 3 10 38 28 9 SIL 31.2 60.7 8.1 7.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.68 1.04

0-40 1.45 0.66

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-001 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : ROCKTON ; FINE-LOAMY, MIXED TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 621, SAMPLES 88P 3249- 3254 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

88P3249S 0- 20 AP 26.2 52.1 21.7 24.3 27.8 6.0 5.4 8.1 2.0 0.2 \-- \--
\-- 16 \--

88P3250S 20- 38 BA 25.9 54.2 19.9 27.3 26.9 5.8 5.0 6.4 2.5 0.2 \-- \--
\-- 14 \--

88P3251S 38- 56 2B1 23.2 38.6 38.2 17.8 20.8 6.5 11.5 14.4 5.1 0.7 \--
\-- \-- 32 \--

88P3252S 56- 69 2B2 18.3 15.6 66.1 7.7 7.9 4.0 19.3 28.2 12.7 1.9 \--
\-- \-- 62 \--

88P3253S 69- 76 3BT 31.7 28.5 39.8 16.7 11.8 4.3 10.9 16.4 7.2 1.0 \--
\-- \-- 35 \--

88P3254S 76- 89 4C 19.4 60.2 20.4 2.0 47.7 12.5 4.7 8.6 5.0 1.9 0.2 \--
\-- \-- 16 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.00 0.78 0.42 11.1

20- 38 0.98 0.71 0.43 11.1

38- 56 0.55 0.71 0.42 9.7

56- 69 0.29 0.63 0.37 6.8

69- 76 0.26 0.68 0.41 13.1

76- 89 0.23 0.42 0.39 7.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 69- 76: PCT CLAY 32 PCT .1-75MM 36

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-001 PRINT DATE 05/08/00

SAMPLED AS : ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 621, SAMPLE 88P 3249-
3254

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 23.6 4.6 TR 0.6 28.8 4.0 32.8 20.5 88 100 6.8 6.9

20- 38 15.9 3.4 0.1 0.4 19.8 4.6 24.4 18.5 81 100 6.4 7.1

38- 56 17.3 1.9 0.1 0.4 19.7 3.5 23.2 16.4 85 100 6.1 6.8

56- 69 1.0 0.1 0.3 1.7 11.6 100 1 7.0 7.0

69- 76 22.0 1.2 0.1 0.5 23.8 3.9 27.7 21.4 86 100 6.7 7.2

76- 89 0.6 0.1 0.2 \-- 8.1 100 100 65 7.6 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-001 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : ROCKTON ; FINE-LOAMY, MIXED TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 621, SAMPLES 88P 3249- 3254 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

88P3249S 0- 8 AP 100 100 100 100 100 100 100 100 96 82 50 36 26 100 98
90 84 78 0.03 0.019 \-- 56.8 0.6

88P3250S 8- 15 BA 100 100 100 100 100 100 100 100 96 83 53 37 26 100 97
91 86 80 0.03 0.015 \-- 51.8 0.7

88P3251S 15- 22 2B1 100 100 100 100 100 100 100 100 91 65 41 30 23 99 94
80 68 62 0.05 0.030 0.001 85.6 0.9

88P3252S 22- 27 2B2 100 100 100 100 100 100 100 100 78 36 26 21 18 98 85
57 38 34 0.27 0.178 0.001 \>100 5.4

88P3253S 27- 30 3BT 100 100 100 100 100 100 100 100 88 63 48 38 32 99 92
75 64 60 0.05 0.023 \-- \>100 0.2

88P3254S 30- 35 4C 100 100 100 100 100 100 100 100 97 82 67 38 19 100 98
93 84 80 0.01 0.009 0.001 21.7 1.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 22 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

22- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

27- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

30- 35 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-001 PRINT DATE 05/08/00

CLASSIFICATION: ROCKTON ; FINE-LOAMY, MIXED TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 621, SAMPLE 88P 3249-
3254

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 12 29 14 45 1.25 0.78 0.42

8- 15 \-- \-- \-- \-- \-- \-- \-- 100 11 30 14 45 0.94 0.71 0.43

15- 22 \-- \-- \-- \-- \-- \-- \-- 100 21 21 13 45 1.00 0.71 0.42

22- 27 \-- \-- \-- \-- \-- \-- \-- 100 36 9 10 45 0.98 0.63 0.37

27- 30 \-- \-- \-- \-- \-- \-- \-- 100 22 16 17 45 0.87 0.68 0.41

30- 35 \-- \-- \-- \-- \-- \-- \-- 100 11 33 11 45 2.23 0.42 0.39

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 29 71 36 TR 3 11 7 8 38 33 36 SIL SIL 21.7 52.1 26.2 6.8

8- 15 27 73 35 TR 3 9 7 8 36 37 35 SIL SIL 19.9 54.2 25.9 6.4

15- 22 50 50 30 1 7 19 15 8 27 23 30 L L 38.2 38.6 23.2 6.1

22- 27 81 19 22 2 16 35 24 5 10 9 22 SCL SL 66.1 15.6 18.3 7.0

27- 30 58 42 46 1 11 24 16 6 17 24 46 CL CL 39.8 28.5 31.7 6.7

30- 35 25 75 24 TR 2 6 11 6 16 59 24 L SIL 20.4 60.2 19.4 7.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.83 2.00

0-40 0.84 1.47

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-002 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 622, SAMPLES 88P 3255- 3261 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

88P3255S 0- 20 AP 26.9 56.9 16.2 29.1 27.8 4.2 4.0 5.9 1.8 0.3 \-- \--
\-- 12 \--

88P3256S 20- 38 A 27.8 58.3 13.9 30.3 28.0 4.3 3.4 4.5 1.7 \-- \-- \--
\-- 10 \--

88P3257S 38- 48 AB 26.4 51.5 22.1 22.2 29.4 7.1 5.5 6.6 2.5 0.4 \-- \--
\-- 15 \--

88P3258S 48- 66 2BW1 23.1 38.6 38.3 14.7 23.9 7.7 11.4 12.7 5.1 1.4 \--
\-- \-- 31 \--

88P3259S 66- 76 2BW2 21.2 17.5 61.3 6.5 11.0 6.8 18.6 19.4 10.0 6.5 \--
\-- \-- 54 \--

88P3260S 76- 89 3BT 67.5 18.7 13.8 9.1 9.6 3.4 7.1 3.0 0.3 \-- \-- \--
\-- 10 \--

88P3261S 89- 97 4C 7.7 3.4 88.9 0.8 1.5 1.9 9.6 69.5 6.2 2.5 1.1 \-- \--
\-- 79 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 2.61 0.88 0.45 12.2

20- 38 1.67 0.77 0.45 12.5

38- 48 1.03 0.75 0.42 11.2

48- 66 0.56 0.74 0.43 9.9

66- 76 0.49 0.71 0.39 8.3

76- 89 0.33 0.79 0.44 29.8

89- 97 0.14 0.45 0.32 2.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 76- 89: PCT CLAY 68 PCT .1-75MM 10

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-002 PRINT DATE 05/08/00

SAMPLED AS : ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 622, SAMPLE 88P 3255-
3261

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 20.2 4.9 0.1 0.8 26.0 6.9 32.9 23.8 79 100 6.3 6.7

20- 38 18.6 3.6 0.1 0.4 22.7 8.5 31.2 21.3 73 100 6.1 6.6

38- 48 16.0 2.9 0.1 0.4 19.4 7.2 26.6 19.7 73 98 5.5 6.1

48- 66 15.5 2.5 0.1 0.3 18.4 7.5 25.9 17.2 71 100 5.4 6.0

66- 76 12.8 2.3 0.1 0.3 15.5 2.4 17.9 15.1 87 100 5.6 6.2

76- 89 46.9 9.1 0.2 1.1 57.3 5.5 62.8 53.3 91 100 6.5 6.7

89- 97 2.1 0.1 0.1 3.5 100 100 96 7.7 8.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-002 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 622, SAMPLES 88P 3255- 3261 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

88P3255S 0- 8 AP 100 100 100 100 100 100 100 100 96 86 56 38 27 100 98
92 88 84 0.02 0.012 \-- 48.5 0.6

88P3256S 8- 15 A 100 100 100 100 100 100 100 100 97 89 58 40 28 100 98
94 90 86 0.02 0.011 \-- 46.5 0.6

88P3257S 15- 19 AB 100 100 100 100 100 100 100 100 95 82 49 35 26 100 97
90 85 78 0.03 0.021 \-- 59.3 0.6

88P3258S 19- 26 2BW1 100 100 100 100 100 100 100 100 90 66 38 29 23 99
93 81 69 62 0.05 0.032 0.001 86.4 1.4

88P3259S 26- 30 2BW2 100 100 100 100 100 100 100 100 79 43 28 24 21 94
84 64 46 39 0.20 0.125 0.001 \>100 4.8

88P3260S 30- 35 3BT 100 100 100 100 100 100 100 100 99 88 77 71 68 100
100 97 90 86 \-- 0.001 \-- 5.5 0.7

88P3261S 35- 38 4C 100 100 100 100 100 100 100 100 95 17 9 8 8 99 96 90
21 11 0.17 0.147 0.029 5.7 2.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

8- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 26 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

26- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

30- 35 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

35- 38 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-002 PRINT DATE 05/08/00

CLASSIFICATION: ROCKTON ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 622, SAMPLE 88P 3255-
3261

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 \-- \-- \-- \-- \-- \-- \-- 100 9 31 15 45 1.22 0.88 0.45

8- 15 \-- \-- \-- \-- \-- \-- \-- 100 8 32 15 45 1.12 0.77 0.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 12 28 14 45 1.01 0.75 0.42

19- 26 \-- \-- \-- \-- \-- \-- \-- 100 21 21 13 45 1.12 0.74 0.43

26- 30 \-- \-- \-- \-- \-- \-- \-- 100 34 10 12 45 0.84 0.71 0.39

30- 35 \-- \-- \-- \-- \-- \-- \-- 100 8 10 37 45 0.93 0.79 0.44

35- 38 \-- \-- \-- \-- \-- \-- \-- 100 49 2 4 45 4.62 0.45 0.32

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 22 78 37 TR 2 8 5 6 38 40 37 SIL SIL 16.2 56.9 26.9 6.3

8- 15 19 81 39 2 6 5 6 39 42 39 SIL SICL 13.9 58.3 27.8 6.1

15- 19 30 70 36 1 3 9 7 10 40 30 36 SIL SIL 22.1 51.5 26.4 5.5

19- 26 50 50 30 2 7 17 15 10 31 19 30 L L 38.3 38.6 23.1 5.4

26- 30 78 22 27 8 13 25 24 9 14 8 27 SCL SCL 61.3 17.5 21.2 5.6

30- 35 42 58 208 1 9 22 10 30 28 208 SIC C 13.8 18.7 67.5 6.5

35- 38 96 4 8 1 3 7 75 10 2 2 8 LS FS 88.9 3.4 7.7 7.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.60 2.61

0-40 0.57 2.11

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-003 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 623, SAMPLES 88P 3262- 3269 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

88P3262S 0- 18 AP 29.0 52.6 18.4 23.7 28.9 4.4 6.1 5.7 1.5 0.7 \-- \--
\-- 14 \--

88P3263S 18- 36 2BW 38.5 31.0 30.5 18.3 12.7 8.7 10.2 7.7 3.0 0.9 \--
\-- \-- 22 \--

88P3264S 36- 51 2BT1 30.3 40.6 29.1 23.7 16.9 8.6 9.4 7.0 2.9 1.2 \--
\-- \-- 20 \--

88P3265S 51- 69 2BT2 31.2 45.7 23.1 28.6 17.1 7.6 7.1 5.4 2.0 1.0 \--
\-- \-- 15 \--

88P3266S 69- 89 2BT3 37.9 33.5 28.6 19.9 13.6 9.1 10.0 6.1 2.7 0.7 \--
\-- \-- 19 \--

88P3267S 89-107 2BT4 32.4 32.5 35.1 19.0 13.5 10.6 12.0 7.5 3.0 2.0 \--
\-- \-- 24 \--

88P3268S 107-132 2C1 30.6 33.5 35.9 \-- 19.6 13.9 9.9 12.0 8.6 3.8 1.6
\-- \-- \-- 26 \--

88P3269S 132-152 2C2 30.4 34.3 35.3 \-- 20.2 14.1 10.8 11.2 7.6 3.3 2.4
\-- \-- \-- 24 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.12 0.64 0.37 10.7

18- 36 0.35 0.55 0.37 14.1

36- 51 0.28 0.58 0.41 12.4

51- 69 0.22 0.61 0.41 12.9

69- 89 0.16 0.54 0.38 14.5

89-107 0.13 0.57 0.41 13.2

107-132 0.10 0.56 0.42 12.8

132-152 0.09 0.50 0.43 13.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 36- 86: PCT CLAY 33 PCT .1-75MM 18

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-003 PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 623, SAMPLE 88P 3262-
3269

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 14.4 2.8 0.2 0.5 17.9 8.0 25.9 18.6 69 96 4.9 5.7

18- 36 12.2 2.9 0.2 0.4 15.7 11.2 2.4 26.9 21.1 18.1 13 58 74 4.1 5.0

36- 51 12.0 2.2 0.2 0.3 14.7 9.8 2.0 24.5 17.7 16.7 12 60 83 4.9 5.5

51- 69 12.1 2.5 0.2 0.3 15.1 8.5 1.4 23.6 18.9 16.5 8 64 80 4.2 4.8

69- 89 18.8 3.2 0.3 0.4 22.7 5.0 0.2 27.7 20.3 22.9 1 82 100 5.0 5.5

89-107 18.3 2.9 0.3 0.4 21.9 21.9 18.5 100 100 TR 6.8 7.1

107-132 3.0 0.3 0.3 17.2 100 100 3 7.5 7.8

132-152 3.0 0.2 0.3 15.3 100 100 4 7.6 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-003 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 623, SAMPLES 88P 3262- 3269 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

88P3262S 0- 7 AP 100 100 100 100 100 100 100 100 96 84 53 38 29 99 98 92
86 82 0.03 0.015 \-- 57.0 0.4

88P3263S 7- 14 2BW 100 100 100 100 100 100 100 100 94 74 57 46 39 99 96
88 78 69 0.03 0.009 \-- 69.3 0.2

88P3264S 14- 20 2BT1 100 100 100 100 100 100 100 100 94 76 54 40 30 99
96 89 79 71 0.03 0.014 \-- 64.8 0.3

88P3265S 20- 27 2BT2 100 100 100 100 100 100 100 100 96 81 60 43 31 99
97 92 84 77 0.02 0.009 \-- 48.3 0.4

88P3266S 27- 35 2BT3 100 100 100 100 100 100 100 100 95 77 58 46 38 99
97 90 80 71 0.02 0.008 \-- 63.2 0.2

88P3267S 35- 42 2BT4 100 100 100 100 100 100 100 100 93 71 51 40 32 98
95 88 76 65 0.04 0.017 \-- 88.1 0.2

88P3268S 42- 52 2C1 100 100 100 100 100 100 100 100 92 70 50 38 31 98 95
86 74 64 0.04 0.020 \-- 89.9 0.2

88P3269S 52- 60 2C2 100 100 100 100 100 100 100 100 92 71 51 38 30 98 94
87 75 65 0.04 0.019 \-- 86.4 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

27- 35 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

35- 42 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

42- 52 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

52- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-003 PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE-LOAMY, MIXED AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 623, SAMPLE 88P 3262-
3269

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 10 29 16 45 0.89 0.64 0.37

7- 14 \-- \-- \-- \-- \-- \-- \-- 100 17 17 21 45 0.70 0.55 0.37

14- 20 \-- \-- \-- \-- \-- \-- \-- 100 16 22 17 45 0.81 0.58 0.41

20- 27 \-- \-- \-- \-- \-- \-- \-- 100 13 25 17 45 0.76 0.61 0.41

27- 35 \-- \-- \-- \-- \-- \-- \-- 100 16 18 21 45 0.73 0.54 0.38

35- 42 \-- \-- \-- \-- \-- \-- \-- 100 19 18 18 45 0.68 0.57 0.41

42- 52 \-- \-- \-- \-- \-- \-- \-- 100 20 18 17 45 1.47 0.56 0.42

52- 60 \-- \-- \-- \-- \-- \-- \-- 100 19 19 17 45 1.55 0.50 0.43

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 26 74 41 1 2 8 9 6 41 33 41 L SICL 18.4 52.6 29.0 4.9

7- 14 50 50 63 1 5 13 17 14 21 30 63 L CL 30.5 31.0 38.5 4.1

14- 20 42 58 43 2 4 10 13 12 24 34 43 CL CL 29.1 40.6 30.3 4.9

20- 27 34 66 45 1 3 8 10 11 25 42 45 CL CL 23.1 45.7 31.2 4.2

27- 35 46 54 61 1 4 10 16 15 22 32 61 CL CL 28.6 33.5 37.9 5.0

35- 42 52 48 48 3 4 11 18 16 20 28 48 CL CL 35.1 32.5 32.4 6.8

42- 52 52 48 44 2 5 12 17 14 20 28 44 CL CL 35.9 33.5 30.6 7.5

52- 60 51 49 44 3 5 11 16 16 20 29 44 CL CL 35.3 34.3 30.4 7.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.63 1.12

0-40 0.74 0.69

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-004 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : SND ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 624, SAMPLES 88P 3270- 3277 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

88P3270S 0- 15 AP 24.7 58.2 17.1 27.2 31.0 5.9 4.9 4.7 1.1 0.5 \-- \--
\-- 11 \--

88P3271S 15- 23 BT1 30.8 53.7 15.5 26.0 27.7 6.0 4.2 3.5 1.3 0.5 \-- \--
\-- 9 \--

88P3272S 23- 46 2BT2 35.3 34.0 30.7 19.5 14.5 9.0 10.3 7.2 2.8 1.4 \--
\-- \-- 22 \--

88P3273S 46- 69 2BT3 37.1 34.1 28.8 19.2 14.9 10.2 9.4 5.7 2.6 0.9 \--
\-- \-- 19 \--

88P3274S 69- 89 2BT4 37.2 33.1 29.7 19.1 14.0 9.5 10.3 6.3 2.5 1.1 \--
\-- \-- 20 \--

88P3275S 89-112 2BC 32.7 35.2 32.1 \-- 20.4 14.8 10.0 10.9 6.4 3.2 1.6
\-- \-- \-- 22 \--

88P3276S 112-127 2C1 30.8 30.0 39.2 18.0 12.0 9.3 13.3 11.0 4.0 1.6 \--
\-- \-- 30 \--

88P3277S 127-152 2C2 33.3 34.6 32.1 \-- 20.1 14.5 10.8 10.2 6.5 2.9 1.7
\-- \-- \-- 21 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.67 0.78 0.43 10.6

15- 23 0.56 0.65 0.41 12.7

23- 46 0.39 0.55 0.41 14.5

46- 69 0.22 0.57 0.43 16.0

69- 89 0.21 0.56 0.43 16.0

89-112 0.16 0.51 0.45 14.8

112-127 0.13 0.56 0.40 12.2

127-152 0.10 0.52 0.43 14.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 15- 65: PCT CLAY 35 PCT .1-75MM 19

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-004 PRINT DATE 05/08/00

SAMPLED AS : SND ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 624, SAMPLE 88P 3270-
3277

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 12.8 2.9 0.1 0.5 16.3 9.1 0.1 25.4 19.3 16.4 1 64 84 4.8 5.3

15- 23 13.7 3.5 0.2 0.4 17.8 8.0 0.5 25.8 20.1 18.3 3 69 89 4.8 5.3

23- 46 11.1 2.7 0.2 0.3 14.3 10.3 2.2 24.6 19.3 16.5 13 58 74 4.2 4.8

46- 69 14.8 3.1 0.2 0.4 18.5 7.7 1.0 26.2 21.3 19.5 5 71 87 4.3 5.2

69- 89 18.3 3.3 0.2 0.3 22.1 2.7 24.8 20.9 89 100 6.2 6.4

89-112 3.1 0.2 0.3 16.6 100 100 6 7.5 7.6

112-127 19.6 3.0 0.3 0.4 23.3 23.3 17.3 100 100 TR 7.4 7.9

127-152 3.3 0.3 0.4 17.3 100 100 2 7.5 7.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-004 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : SND ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 624, SAMPLES 88P 3270- 3277 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

88P3270S 0- 6 AP 100 100 100 100 100 100 100 100 97 86 52 36 25 100 98
94 89 83 0.03 0.017 0.001 50.0 0.8

88P3271S 6- 9 BT1 100 100 100 100 100 100 100 100 97 88 57 41 31 100 98
95 90 84 0.02 0.011 \-- 52.6 0.4

88P3272S 9- 18 2BT2 100 100 100 100 100 100 100 100 94 74 55 43 35 99 96
89 78 69 0.03 0.011 \-- 72.3 0.2

88P3273S 18- 27 2BT3 100 100 100 100 100 100 100 100 95 77 56 45 37 99
96 91 81 71 0.03 0.009 \-- 67.5 0.2

88P3274S 27- 35 2BT4 100 100 100 100 100 100 100 100 95 76 56 45 37 99
96 90 80 70 0.03 0.009 \-- 68.6 0.2

88P3275S 35- 44 2BC 100 100 100 100 100 100 100 100 94 74 53 41 33 98 95
89 78 68 0.03 0.014 \-- 75.8 0.2

88P3276S 44- 50 2C1 100 100 100 100 100 100 100 100 92 66 49 38 31 98 94
83 70 61 0.05 0.022 \-- \>100 0.2

88P3277S 50- 60 2C2 100 100 100 100 100 100 100 100 94 74 53 41 33 98 95
89 79 68 0.03 0.014 \-- 76.0 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 9 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

9- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

18- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

27- 35 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

35- 44 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

44- 50 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

50- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-004 PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 624, SAMPLE 88P 3270-
3277

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 9 32 14 45 1.03 0.78 0.43

6- 9 \-- \-- \-- \-- \-- \-- \-- 100 8 29 17 45 0.84 0.65 0.41

9- 18 \-- \-- \-- \-- \-- \-- \-- 100 17 19 19 45 0.70 0.55 0.41

18- 27 \-- \-- \-- \-- \-- \-- \-- 100 16 19 20 45 0.71 0.57 0.43

27- 35 \-- \-- \-- \-- \-- \-- \-- 100 16 18 20 45 0.67 0.56 0.43

35- 44 \-- \-- \-- \-- \-- \-- \-- 100 18 19 18 45 1.47 0.51 0.45

44- 50 \-- \-- \-- \-- \-- \-- \-- 100 21 16 17 45 0.76 0.56 0.40

50- 60 \-- \-- \-- \-- \-- \-- \-- 100 18 19 18 45 1.25 0.52 0.43

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 23 77 33 1 1 6 7 8 41 36 33 SIL SIL 17.1 58.2 24.7 4.8

6- 9 22 78 45 1 2 5 6 9 40 38 45 CL SICL 15.5 53.7 30.8 4.8

9- 18 47 53 55 2 4 11 16 14 22 30 55 CL CL 30.7 34.0 35.3 4.2

18- 27 46 54 59 1 4 9 15 16 24 31 59 CL CL 28.8 34.1 37.1 4.3

27- 35 47 53 59 2 4 10 16 15 22 30 59 CL CL 29.7 33.1 37.2 6.2

35- 44 48 52 49 2 5 10 16 15 22 30 49 CL 32.1 35.2 32.7 7.5

44- 50 57 43 45 2 6 16 19 13 17 26 45 CL 39.2 30.0 30.8 7.4

50- 60 48 52 50 3 4 10 15 16 22 30 50 CL 32.1 34.6 33.3 7.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.66 1.49

0-40 0.73 0.90

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-005 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 625, SAMPLES 88P 3278- 3285 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

88P3278S 0- 18 AP 23.5 60.9 15.6 30.4 30.5 4.7 4.8 4.5 1.3 0.3 \-- \--
\-- 11 \--

88P3279S 18- 28 BE 28.6 50.0 21.4 25.9 24.1 7.5 6.9 4.6 1.8 0.6 \-- \--
\-- 14 \--

88P3280S 28- 48 2BT1 35.5 32.5 32.0 18.5 14.0 9.8 11.1 6.8 3.2 1.1 \--
\-- \-- 22 \--

88P3281S 48- 71 2BT2 34.9 32.1 33.0 19.0 13.1 10.8 10.8 6.9 3.1 1.4 \--
\-- \-- 22 \--

88P3282S 71- 89 2BT3 34.1 33.4 32.5 19.5 13.9 9.5 11.6 7.0 2.8 1.6 \--
\-- \-- 23 \--

88P3283S 89-114 2BT4 32.9 33.1 34.0 19.4 13.7 10.6 11.5 7.3 3.1 1.5 \--
\-- \-- 23 \--

88P3284S 114-140 2BC 33.2 33.7 33.1 19.3 14.4 9.6 12.1 7.7 2.6 1.1 \--
\-- \-- 23 \--

88P3285S 140-152 2C 31.7 34.4 33.9 \-- 20.0 14.4 9.5 11.4 7.2 3.6 2.2
\-- \-- \-- 24 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.51 0.80 0.46 10.8

18- 28 0.42 0.65 0.43 12.3

28- 48 0.26 0.60 0.40 14.3

48- 71 0.24 0.62 0.42 14.5

71- 89 0.16 0.60 0.40 13.8

89-114 0.12 0.59 0.41 13.6

114-140 0.11 0.57 0.43 14.2

140-152 0.10 0.50 0.44 13.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 28- 78: PCT CLAY 35 PCT .1-75MM 22

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-005 PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 625, SAMPLE 88P 3278-
3285

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9b 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 14.7 2.9 0.2 0.3 18.1 6.6 24.7 18.9 73 96 5.7 6.1

18- 28 10.1 2.3 0.1 0.3 12.8 18.4 1.0 31.2 18.6 13.8 7 41 69 4.5 4.9

28- 48 13.2 2.8 0.1 0.4 16.5 13.3 1.8 29.8 21.3 18.3 10 55 77 4.1 4.8

48- 71 14.3 3.1 0.1 0.4 17.9 8.0 1.2 25.9 21.7 19.1 6 69 82 4.2 5.0

71- 89 17.3 3.3 0.1 0.4 21.1 3.2 24.3 20.6 87 100 6.2 6.6

89-114 3.2 0.1 0.4 19.3 100 100 1 7.3 7.6

114-140 19.3 3.3 0.1 0.4 23.1 2.0 25.1 18.9 92 100 TR 7.2 7.3

140-152 3.5 0.1 0.4 15.8 100 100 5 7.6 8.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-005 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

REVISED TO : LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 625, SAMPLES 88P 3278- 3285 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

88P3278S 0- 7 AP 100 100 100 100 100 100 100 100 97 87 54 36 24 100 98
94 89 84 0.02 0.015 0.001 45.1 0.8

88P3279S 7- 11 BE 100 100 100 100 100 100 100 100 96 83 54 39 29 99 98
93 86 79 0.02 0.013 \-- 55.1 0.5

88P3280S 11- 19 2BT1 100 100 100 100 100 100 100 100 94 74 54 43 36 99
96 89 78 68 0.03 0.012 \-- 77.4 0.2

88P3281S 19- 28 2BT2 100 100 100 100 100 100 100 100 94 73 54 42 35 99
95 89 78 67 0.03 0.012 \-- 79.2 0.2

88P3282S 28- 35 2BT3 100 100 100 100 100 100 100 100 94 73 54 42 34 98
96 89 77 67 0.03 0.013 \-- 77.6 0.2

88P3283S 35- 45 2BT4 100 100 100 100 100 100 100 100 94 72 52 41 33 99
95 88 77 66 0.03 0.015 \-- 83.1 0.2

88P3284S 45- 55 2BC 100 100 100 100 100 100 100 100 94 72 52 41 33 99 96
89 76 67 0.03 0.015 \-- 80.5 0.2

88P3285S 55- 60 2C 100 100 100 100 100 100 100 100 92 71 52 40 32 98 94
87 76 66 0.03 0.016 \-- 82.0 0.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

28- 35 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

35- 45 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

45- 55 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

55- 60 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S87IA-131-005 PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 88P 625, SAMPLE 88P 3278-
3285

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 9 33 13 45 1.05 0.80 0.46

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 12 27 16 45 1.09 0.65 0.43

11- 19 \-- \-- \-- \-- \-- \-- \-- 100 18 18 19 45 0.84 0.60 0.40

19- 28 \-- \-- \-- \-- \-- \-- \-- 100 18 18 19 45 0.74 0.62 0.42

28- 35 \-- \-- \-- \-- \-- \-- \-- 100 18 18 19 45 0.71 0.60 0.40

35- 45 \-- \-- \-- \-- \-- \-- \-- 100 19 18 18 45 0.91 0.59 0.41

45- 55 \-- \-- \-- \-- \-- \-- \-- 100 18 18 18 45 0.76 0.57 0.43

55- 60 \-- \-- \-- \-- \-- \-- \-- 100 19 19 17 45 1.52 0.50 0.44

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 20 80 31 TR 2 6 6 6 40 40 31 SIL SIL 15.6 60.9 23.5 5.7

7- 11 30 70 40 1 3 6 10 11 34 36 40 L CL 21.4 50.0 28.6 4.5

11- 19 50 50 55 2 5 11 17 15 22 29 55 CL CL 32.0 32.5 35.5 4.1

19- 28 51 49 54 2 5 11 17 17 20 29 54 CL CL 33.0 32.1 34.9 4.2

28- 35 49 51 52 2 4 11 18 14 21 30 52 CL CL 32.5 33.4 34.1 6.2

35- 45 51 49 49 2 5 11 17 16 20 29 49 CL CL 34.0 33.1 32.9 7.3

45- 55 50 50 50 2 4 12 18 14 22 29 50 CL CL 33.1 33.7 33.2 7.2

55- 60 50 50 46 3 5 11 17 14 21 29 46 CL CL 33.9 34.4 31.7 7.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.66 1.51

0-40 0.76 0.86

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S87IA-131-005 (MITCHELL COUNTY, IOWA )

PRINT DATE 05/08/00

CLASSIFICATION: LOURDES ; FINE-LOAMY, MIXED, MESIC AQUOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 88P 108, (RP88IA155) EROSION 5 NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 88P 625, SAMPLES 88P 3278- 3285 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9a 6V2 6G12 6S4 6S5 6D3 6A2d 4B1c 4B1a 4B1a 4B2b \<- - -
3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

88P3278 1

88P3279 2

88P3280 3

88P3281 4

88P3282 5

88P3283 6 91

88P3284 7 88

88P3285 8 93

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-191-001 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : SPILLVILLE ;

REVISED TO : SPILLVILLE ; FINE-LOAMY, MIXED, MESIC CUMULIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, (NL40 WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

4014017S 0- 26 A11 20.9 47.6 31.5 14.0 28.2 19.4 7.6 16.4 5.9 1.5 0.1
\-- \-- \-- 24 \--

4014018S 26- 51 A11 19.7 39.0 41.3 12.2 20.7 18.3 9.4 22.4 7.5 1.9 0.1
\-- \-- \-- 32 \--

4014019S 51- 71 A12 18.8 40.1 41.1 12.9 21.4 18.7 10.6 22.2 6.6 1.5 0.2
\-- \-- \-- 30 \--

4014020S 71- 91 A12 21.2 45.3 33.5 15.0 25.1 20.2 10.1 16.7 4.6 1.7 0.4
\-- \-- \-- 23 \--

4014021S 91-114 A13 19.9 41.9 38.2 14.2 23.3 18.6 10.3 21.5 5.1 1.2 0.1
\-- \-- \-- 28 \--

4014022S 114-137 A13 14.7 33.1 52.2 10.5 17.3 15.8 9.5 33.3 8.2 1.1 0.1
\-- \-- \-- 43 \--

4014023S 137-157 C 10.5 26.0 63.5 8.5 13.8 12.2 9.4 42.3 10.6 1.1 0.1
\-- \-- \-- 54 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B4a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 26 3.83 0.351 1.5 1.62 0.78 38 9 1.22 1.42 \-- 34.8 30.2 16.3 0.17

26- 51 2.76 0.240 1.7 1.49 0.69 1.22 1.35 \-- 34.3 29.6 13.6 0.20

51- 71 1.90 0.161 1.5 1.46 0.63 1.34 1.55 \-- 24.9 11.8 0.18

71- 91 1.54 0.127 1.7 1.36 0.63 1.27 1.48 \-- 27.9 13.3 0.19

91-114 1.06 0.098 1.5 1.32 0.59 29 10 1.33 1.55 \-- 26.6 11.8 0.20

114-137 0.70 0.061 1.3 1.37 0.64 1.30 1.52 \-- 27.6 9.4 0.24

137-157 0.44 1.0 1.46 0.70 20 5 1.47 1.60 \-- 20.8 7.4 0.20

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 20 PCT .1-75MM 29

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-191-001 PRINT DATE 05/08/00

SAMPLED AS : SPILLVILLE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1766, SAMPLE
40A14017-14023

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- (- -CEC- -) EXCH SAR BASE CARBONATE
CASO4 AS (- - - -PH - - -)

CA MG NA K SUM ITY SUM NH4- NA SATURATION AS CACO3 GYPSUM SAT CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC SUM NH4OAC \<2MM \<20MM \<2MM
\<20MM PASTE .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 5A3a 5A8b 55D2 5E 5C3 5C1 6E1g 6E4 6F1a
6F4 8C1b 8C1f 8C1f

\<- - - - - - - - - -MEQ / 100 G - - - - - - - - - -\> PCT \<- -PCT- \>
\<- -PCT -\> \<- -PCT -\> 1:2 1:1

0- 26 29.4 9.6 0.1 0.3 39.4 4.8 44.2 33.8 TR 89 100 7.0 7.3

26- 51 23.1 6.4 0.1 0.2 29.8 5.9 35.7 29.3 TR 83 100 6.9 7.4

51- 71 20.6 5.6 0.1 0.2 26.5 6.7 33.2 27.5 TR 80 96 6.4 7.0

71- 91 20.9 5.9 0.1 0.3 27.2 8.0 35.2 28.9 TR 77 94 5.8 6.5

91-114 19.0 5.5 0.1 0.3 24.9 7.4 32.3 26.3 TR TR 77 95 5.7 5.6 6.4

114-137 14.5 4.3 0.1 0.3 19.2 5.2 24.4 20.2 TR 79 95 5.7 6.5

137-157 11.4 3.5 0.1 0.2 15.2 4.0 19.2 15.3 1 79 99 5.7 6.6

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - - - - - - - - - -WATER EXTRACTED FROM SATURATED
PASTE- - - - - - - - - - - - - )PRED.

TOTAL ELEC. ELEC.

CA MG NA K CO3 HCO3 F CL SO4 NO2 NO3 H2O SALTS COND. COND.

DEPTH EST. 8A3a 8I

\(CM\) 6N1b 6O1b 6P1b 6Q1b 6I1b 6J1b 6U1a 6K1c 6L1c 6W1a 6M1c 8A 8D5
MMHOS MMHOS

\< - - - - - - - - - - - - - -MEQ / LITER - - - - - - - - - - - -\> \<-
-PCT- -\> /cm /cm

0- 26

26- 51

51- 71

71- 91

91-114 0.9 0.4 0.2 \-- \-- 47.1 TR 0.14

114-137

137-157

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

MMHOS/CM OF 1:2 WATER EXTRACT (8I) & EXCH NA AS EXTRACTABLE NA FOR
LAYERS 1, 2, 3, 4, 6, 7,

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S73IA-191-001 PRINT DATE 05/08/00

SAMPLED AS : SPILLVILLE ;

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1766, SAMPLE
40A14017-14023

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

4014019 TCLY MM 3 MT 2 VR 2 KK 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm

MINERAL INTERPRETATION:

MM mont-mica MT montmorillon VR vermiculite KK kaolinite

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

PEDON MINERALOGY

BASED ON SAND/SILT:

BASED ON CLAY:

FAMILY MINERALOGY:

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-191-001 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : SPILLVILLE ;

REVISED TO : SPILLVILLE ; FINE-LOAMY, MIXED, MESIC CUMULIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 40A 1, ( ) NATURAL RESOURCES CONSERVATION SERVICE

\- PEDON 40A1766, SAMPLES 40A14017-14023 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

4014017S 0- 10 A11 100 100 100 100 100 100 100 100 97 73 49 32 21 100 98
92 76 68 0.03 0.021 0.001 38 9 55.6 0.9

4014018S 10- 20 A11 100 100 100 100 100 100 100 100 96 64 40 28 20 100
98 90 68 59 0.06 0.032 0.001 85.5 1.1

4014019S 20- 28 A12 100 100 100 100 100 100 100 100 97 65 40 27 19 100
98 92 69 59 0.05 0.032 0.001 78.9 1.2

4014020S 28- 36 A12 100 100 100 100 100 100 100 100 97 72 46 31 21 100
98 93 77 66 0.04 0.024 0.001 62.8 0.9

4014021S 36- 45 A13 100 100 100 100 100 100 100 100 97 68 43 29 20 100
99 94 72 62 0.05 0.028 0.001 29 10 71.9 1.0

4014022S 45- 54 A13 100 100 100 100 100 100 100 100 97 53 32 22 15 100
99 91 57 48 0.11 0.059 0.001 \>100 2.3

4014023S 54- 62 C 100 100 100 100 100 100 100 100 96 42 24 16 11 100 99
88 46 36 0.14 0.109 0.002 20 5 75.7 3.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.22 1.42 1.59
1.76 1.22 1.24 1.42 1.59 1.76 1.17 1.17

10- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.22 1.35
1.59 1.76 1.22 1.24 1.35 1.58 1.76 1.17 1.17

20- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.34 1.55
1.68 1.83 1.34 1.36 1.55 1.67 1.83 0.98 0.98

28- 36 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.27 1.48
1.63 1.79 1.27 1.29 1.48 1.62 1.79 1.09 1.09

36- 45 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.33 1.55
1.69 1.83 1.33 1.36 1.55 1.68 1.83 0.99 0.99

45- 54 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.30 1.52
1.66 1.81 1.30 1.33 1.52 1.66 1.81 1.04 1.04

54- 62 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.47 1.60
1.78 1.92 1.47 1.48 1.60 1.78 1.92 0.80 0.80

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S73IA-191-001 PRINT DATE 05/08/00

CLASSIFICATION: SPILLVILLE ; FINE-LOAMY, MIXED, MESIC CUMULIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 40A1766, SAMPLE
40A14017-14023

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 10 \-- \-- \-- \-- \-- \-- \-- 100 15 22 10 17 37 11 0.67 2.11 1.62
0.78 0.5 5.2 0.5 5.2 0.17 0.17

10- 20 \-- \-- \-- \-- \-- \-- \-- 100 19 18 9 17 37 12 0.62 1.81 1.49
0.69 0.5 3.4 0.5 3.4 0.20 0.20

20- 28 \-- \-- \-- \-- \-- \-- \-- 100 21 20 9 16 33 12 0.69 1.77 1.46
0.63 0.5 5.0 0.5 5.0 0.18 0.18

28- 36 \-- \-- \-- \-- \-- \-- \-- 100 16 22 10 16 36 12 0.71 1.66 1.36
0.63 0.5 5.2 0.5 5.2 0.19 0.19

36- 45 \-- \-- \-- \-- \-- \-- \-- 100 19 21 10 14 36 11 0.71 1.62 1.32
0.59 0.7 5.2 0.7 5.2 0.20 0.20

45- 54 \-- \-- \-- \-- \-- \-- \-- 100 26 16 7 15 36 11 0.71 1.66 1.37
0.64 0.8 5.4 0.8 5.4 0.24 0.24

54- 62 \-- \-- \-- \-- \-- \-- \-- 100 35 14 6 14 31 0.81 1.83 1.46 0.70
0.2 2.9 0.2 2.9 0.20 0.20

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 10 40 60 26 TR 2 7 21 10 25 36 26 31.5 47.6 20.9 7.0

10- 20 51 49 25 TR 2 9 28 12 23 26 25 41.3 39.0 19.7 6.9

20- 28 51 49 23 TR 2 8 27 13 23 26 23 41.1 40.1 18.8 6.4

28- 36 43 57 27 1 2 6 21 13 26 32 27 33.5 45.3 21.2 5.8

36- 45 48 52 25 TR 1 6 27 13 23 29 25 38.2 41.9 19.9 5.6 \-- 0.1

45- 54 61 39 17 TR 1 10 39 11 19 20 17 52.2 33.1 14.7 5.7

54- 62 71 29 12 TR 1 12 47 11 14 15 12 63.5 26.0 10.5 5.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.51 3.83

0-40 1.71 3.46

TERRIBLE-BAD?? METHOD CODE MISSING \--\> CRASH!!

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0011 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 486, SAMPLES 85P 2387- 2392 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2387S 0- 18 AP 21.6 72.5 5.9 31.6 40.9 5.1 0.4 0.2 0.1 0.1 \-- \--
\-- 1 \--

85P2388S 18- 28 BE 27.1 67.7 5.2 29.7 38.0 4.6 0.3 0.2 0.1 \-- \-- \--
\-- 1 \--

85P2389S 28- 38 BT1 30.1 64.8 5.1 28.1 36.8 4.6 0.3 0.2 \-- \-- \-- \--
\-- TR \--

85P2390S 38- 48 BT1 30.5 64.1 5.4 27.8 36.3 4.9 0.2 0.2 \-- 0.1 \-- \--
\-- TR \--

85P2391S 48- 61 BT2 31.1 63.8 5.1 26.8 37.0 4.5 0.3 0.2 0.1 \-- \-- \--
\-- 1 \--

85P2392S 61- 74 BT2 34.2 61.4 4.4 25.8 35.6 3.6 0.4 0.2 0.2 \-- \-- \--
\-- 1 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.34 0.45 9.8

18- 28 0.67 0.42 11.5

28- 38 0.43 0.43 13.0

38- 48 0.32 0.43 13.1

48- 61 0.30 0.41 12.7

61- 74 0.28 0.40 13.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0011 PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 486, SAMPLE 85P 2387-
2392

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 6.2 6.3

18- 28 6.1 6.6

28- 38 6.2 6.9

38- 48 6.0 6.7

48- 61 5.1 6.0

61- 74 4.6 5.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0011 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 486, SAMPLES 85P 2387- 2392 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2387S 0- 7 AP 100 100 100 100 100 100 100 100 100 97 53 34 22 100 100
100 99 94 0.02 0.016 0.001 40.1 1.0

85P2388S 7- 11 BE 100 100 100 100 100 100 100 100 100 97 57 39 27 100
100 100 99 95 0.02 0.012 \-- 46.2 0.6

85P2389S 11- 15 BT1 100 100 100 100 100 100 100 100 100 98 58 41 30 100
100 100 99 95 0.02 0.010 \-- 48.4 0.4

85P2390S 15- 19 BT1 100 100 100 100 100 100 100 100 100 97 58 42 31 100
100 100 99 95 0.02 0.010 \-- 49.1 0.4

85P2391S 19- 24 BT2 100 100 100 100 100 100 100 100 100 97 58 42 31 100
100 100 99 95 0.02 0.010 \-- 50.2 0.4

85P2392S 24- 29 BT2 100 100 100 100 100 100 100 100 100 98 60 44 34 100
100 100 99 96 0.02 0.008 \-- 51.0 0.3

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

19- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

24- 29 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0011 PRINT DATE 05/08/00

CLASSIFICATION: DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 486, SAMPLE 85P 2387-
2392

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 3 40 12 45 0.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 3 37 15 45 0.42

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 3 35 16 45 0.43

15- 19 \-- \-- \-- \-- \-- \-- \-- 100 3 35 17 45 0.43

19- 24 \-- \-- \-- \-- \-- \-- \-- 100 3 35 17 45 0.41

24- 29 \-- \-- \-- \-- \-- \-- \-- 100 2 34 19 45 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 8 92 28 TR TR TR 1 7 52 40 28 SIL SIL 5.9 72.5 21.6 6.2

7- 11 7 93 37 TR TR TR 6 52 41 37 SIL SICL 5.2 67.7 27.1 6.1

11- 15 7 93 43 TR TR 7 53 40 43 SICL SICL 5.1 64.8 30.1 6.2

15- 19 8 92 44 TR TR TR 7 52 40 44 SICL SICL 5.4 64.1 30.5 6.0

19- 24 7 93 45 TR TR TR 7 54 39 45 SICL SICL 5.1 63.8 31.1 5.1

24- 29 7 93 52 TR TR 1 5 54 39 52 SICL SICL 4.4 61.4 34.2 4.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0012 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 487, SAMPLES 85P 2393- 2397 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2393S 0- 15 AP 23.0 70.4 6.6 28.2 42.2 5.9 0.4 0.2 0.1 \-- \-- \--
\-- 1 \--

85P2394S 15- 28 BT1 28.1 63.9 8.0 22.3 41.6 7.7 0.2 0.1 \-- \-- \-- \--
\-- TR \--

85P2395S 28- 41 BT1 28.1 64.8 7.1 22.2 42.6 6.6 0.3 0.2 \-- \-- \-- \--
\-- TR \--

85P2396S 41- 51 BT2 28.1 64.7 7.2 22.3 42.4 6.5 0.3 0.2 0.2 \-- \-- \--
\-- 1 \--

85P2397S 51- 61 BT2 30.9 63.3 5.8 23.1 40.2 4.7 0.4 0.3 0.2 0.2 \-- \--
\-- 1 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.35 0.44 10.1

15- 28 0.51 0.42 11.7

28- 41 0.40 0.43 12.2

41- 51 0.34 0.42 11.9

51- 61 0.28 0.40 12.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0012 PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 487, SAMPLE 85P 2393-
2397

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 6.0 6.5

15- 28 6.0 6.8

28- 41 6.0 6.7

41- 51 5.5 6.1

51- 61 4.7 5.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0012 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 487, SAMPLES 85P 2393- 2397 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2393S 0- 6 AP 100 100 100 100 100 100 100 100 100 97 51 34 23 100 100
100 99 93 0.02 0.018 0.001 44.5 1.0

85P2394S 6- 11 BT1 100 100 100 100 100 100 100 100 100 96 50 37 28 100
100 100 100 92 0.02 0.019 \-- 54.4 0.5

85P2395S 11- 16 BT1 100 100 100 100 100 100 100 100 100 97 50 37 28 100
100 100 99 93 0.02 0.019 \-- 54.3 0.5

85P2396S 16- 20 BT2 100 100 100 100 100 100 100 100 100 96 50 37 28 100
100 100 99 93 0.02 0.019 \-- 54.2 0.5

85P2397S 20- 24 BT2 100 100 100 100 100 100 100 100 100 97 54 40 31 100
100 99 99 94 0.02 0.013 \-- 54.4 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0012 PRINT DATE 05/08/00

CLASSIFICATION: DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 487, SAMPLE 85P 2393-
2397

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 4 39 13 45 0.44

6- 11 \-- \-- \-- \-- \-- \-- \-- 100 4 35 15 45 0.42

11- 16 \-- \-- \-- \-- \-- \-- \-- 100 4 35 15 45 0.43

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 4 35 15 45 0.42

20- 24 \-- \-- \-- \-- \-- \-- \-- 100 3 35 17 45 0.40

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 9 91 30 TR TR 1 8 55 37 30 SIL SIL 6.6 70.4 23.0 6.0

6- 11 11 89 39 TR TR 11 58 31 39 SICL SICL 8.0 63.9 28.1 6.0

11- 16 10 90 39 TR TR 9 59 31 39 SICL SICL 7.1 64.8 28.1 6.0

16- 20 10 90 39 TR TR TR 9 59 31 39 SICL SICL 7.2 64.7 28.1 5.5

20- 24 8 92 45 TR TR TR 1 7 58 33 45 SICL SICL 5.8 63.3 30.9 4.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0013 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 488, SAMPLES 85P 2398- 2402 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2398S 0- 15 AP 27.0 64.8 8.2 23.3 41.5 7.5 0.3 0.2 0.1 0.1 \-- \--
\-- 1 \--

85P2399S 15- 25 BT1 26.4 66.3 7.3 22.3 44.0 6.6 0.3 0.2 0.2 \-- \-- \--
\-- 1 \--

85P2400S 25- 36 BT1 26.7 64.8 8.5 20.7 44.1 7.2 0.3 0.2 0.2 0.6 \-- \--
\-- 1 \--

85P2401S 36- 46 BT2 26.2 65.9 7.9 21.5 44.4 6.4 0.3 0.2 0.4 0.6 \-- \--
\-- 1 \--

85P2402S 46- 51 2BT3 52.9 42.7 4.4 20.9 21.8 2.0 0.6 0.6 0.5 0.7 \-- \--
\-- 2 \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 1.21 0.44 11.9

15- 25 0.81 0.44 11.7

25- 36 0.37 0.43 11.4

36- 46 0.33 0.41 10.8

46- 51 0.36 0.38 20.0

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 15- 50: PCT CLAY 29 PCT .1-75MM 1

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0013 PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 488, SAMPLE 85P 2398-
2402

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 6.6 7.1

15- 25 6.4 7.0

25- 36 6.0 6.7

36- 46 4.8 5.4

46- 51 5.6 6.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0013 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 488, SAMPLES 85P 2398- 2402 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2398S 0- 6 AP 100 100 100 100 100 100 100 100 100 96 50 36 27 100 100
100 99 92 0.02 0.019 \-- 52.8 0.6

85P2399S 6- 10 BT1 100 100 100 100 100 100 100 100 100 96 49 35 26 100
100 100 99 93 0.03 0.021 \-- 52.9 0.7

85P2400S 10- 14 BT1 100 100 100 100 100 100 100 100 99 96 47 35 27 99 99
99 99 91 0.03 0.021 \-- 54.8 0.7

85P2401S 14- 18 BT2 100 100 100 100 100 100 100 100 99 96 48 35 26 99 99
99 98 92 0.03 0.021 \-- 53.5 0.7

85P2402S 18- 20 2BT3 100 100 100 100 100 100 100 100 99 97 74 61 53 99
99 98 98 96 \-- 0.002 \-- 14.1 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

6- 10 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

14- 18 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

18- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0013 PRINT DATE 05/08/00

CLASSIFICATION: DUBUQUE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 488, SAMPLE 85P 2398-
2402

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 \-- \-- \-- \-- \-- \-- \-- 100 4 35 15 45 0.44

6- 10 \-- \-- \-- \-- \-- \-- \-- 100 4 36 14 45 0.44

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 5 35 15 45 0.43

14- 18 \-- \-- \-- \-- \-- \-- \-- 100 4 36 14 45 0.41

18- 20 \-- \-- \-- \-- \-- \-- \-- 100 2 23 29 45 0.38

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 11 89 37 TR TR TR TR 10 57 32 37 SICL SICL 8.2 64.8 27.0 6.6

6- 10 10 90 36 TR TR TR 9 60 30 36 SICL SIL 7.3 66.3 26.4 6.4

10- 14 12 88 36 1 TR TR TR 10 60 28 36 SICL SIL 8.5 64.8 26.7 6.0

14- 18 11 89 36 1 1 TR TR 9 60 29 36 SICL SIL 7.9 65.9 26.2 4.8

18- 20 9 91 112 1 1 1 1 4 46 44 112 C SIC 4.4 42.7 52.9 5.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0021 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 489, SAMPLES 85P 2403- 2408 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2403S 0- 18 AP 23.7 68.8 7.5 25.4 43.4 6.8 0.3 0.2 0.1 0.1 \-- \--
\-- 1 \--

85P2404S 18- 30 BT1 30.0 62.1 7.9 22.0 40.1 7.6 0.3 \-- \-- \-- \-- \--
\-- TR \--

85P2405S 30- 43 BT1 29.2 64.3 6.5 23.8 40.5 6.2 0.3 \-- \-- \-- \-- \--
\-- TR \--

85P2406S 43- 53 BT2 27.4 64.5 8.1 23.1 41.4 7.8 0.3 \-- \-- \-- \-- \--
\-- TR \--

85P2407S 53- 64 BT2 26.3 65.4 8.3 21.4 44.0 7.9 0.3 0.1 \-- \-- \-- \--
\-- TR \--

85P2408S 64- 79 BC1 24.5 67.5 8.0 22.3 45.3 7.6 0.3 0.1 \-- \-- \-- \--
\-- TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.12 0.43 10.2

18- 30 0.35 0.43 12.8

30- 43 0.33 0.44 12.7

43- 53 0.37 0.43 11.9

53- 64 0.38 0.43 11.2

64- 79 0.28 0.44 10.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 18- 64: PCT CLAY 28 PCT .1-75MM 0

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0021 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 489, SAMPLE 85P 2403-
2408

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 5.2 5.8

18- 30 5.0 5.8

30- 43 4.8 5.5

43- 53 4.7 5.4

53- 64 4.8 5.6

64- 79 4.9 5.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0021 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 489, SAMPLES 85P 2403- 2408 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2403S 0- 7 AP 100 100 100 100 100 100 100 100 100 96 49 34 24 100 100
100 99 92 0.03 0.020 0.001 47.6 0.9

85P2404S 7- 12 BT1 100 100 100 100 100 100 100 100 100 96 52 39 30 100
100 100 100 92 0.02 0.016 \-- 55.7 0.4

85P2405S 12- 17 BT1 100 100 100 100 100 100 100 100 100 97 53 39 29 100
100 100 100 93 0.02 0.015 \-- 53.3 0.5

85P2406S 17- 21 BT2 100 100 100 100 100 100 100 100 100 96 50 37 27 100
100 100 100 92 0.02 0.019 \-- 53.3 0.6

85P2407S 21- 25 BT2 100 100 100 100 100 100 100 100 100 96 48 35 26 100
100 100 100 92 0.03 0.021 \-- 53.8 0.7

85P2408S 25- 31 BC1 100 100 100 100 100 100 100 100 100 96 47 33 25 100
100 100 100 92 0.03 0.021 0.001 50.7 0.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 12 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

12- 17 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

17- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

21- 25 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

25- 31 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0021 PRINT DATE 05/08/00

CLASSIFICATION: FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 489, SAMPLE 85P 2403-
2408

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 4 38 13 45 0.43

7- 12 \-- \-- \-- \-- \-- \-- \-- 100 4 34 16 45 0.43

12- 17 \-- \-- \-- \-- \-- \-- \-- 100 4 35 16 45 0.44

17- 21 \-- \-- \-- \-- \-- \-- \-- 100 4 35 15 45 0.43

21- 25 \-- \-- \-- \-- \-- \-- \-- 100 5 36 14 45 0.43

25- 31 \-- \-- \-- \-- \-- \-- \-- 100 4 37 13 45 0.44

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 10 90 31 TR TR TR TR 9 57 33 31 SIL SIL 7.5 68.8 23.7 5.2

7- 12 11 89 43 TR 11 57 31 43 SICL SICL 7.9 62.1 30.0 5.0

12- 17 9 91 41 TR 9 57 34 41 SICL SICL 6.5 64.3 29.2 4.8

17- 21 11 89 38 TR 11 57 32 38 SICL SICL 8.1 64.5 27.4 4.7

21- 25 11 89 36 TR TR 11 60 29 36 SICL SIL 8.3 65.4 26.3 4.8

25- 31 11 89 32 TR TR 10 60 30 32 SICL SIL 8.0 67.5 24.5 4.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0022 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 490, SAMPLES 85P 2409- 2414 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2409S 0- 18 AP 23.1 69.1 7.8 24.4 44.7 7.1 0.3 0.1 0.1 0.2 \-- \--
\-- 1 \--

85P2410S 18- 28 BT1 25.9 66.4 7.7 23.2 43.2 7.3 0.3 0.1 \-- \-- \-- \--
\-- TR \--

85P2411S 28- 41 BT1 27.3 66.2 6.5 23.2 43.0 6.1 0.3 0.1 \-- \-- \-- \--
\-- TR \--

85P2412S 41- 53 BT2 26.8 67.2 6.0 23.5 43.7 5.7 0.3 \-- \-- \-- \-- \--
\-- TR \--

85P2413S 53- 69 BT2 26.9 66.3 6.8 22.7 43.6 6.5 0.3 \-- \-- \-- \-- \--
\-- TR \--

85P2414S 69- 81 BC 26.6 65.9 7.5 22.6 43.3 7.3 0.2 \-- \-- \-- \-- \--
\-- TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.54 0.44 10.1

18- 28 0.44 0.42 11.0

28- 41 0.39 0.43 11.7

41- 53 0.32 0.45 12.0

53- 69 0.28 0.44 11.9

69- 81 0.28 0.44 11.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 18- 68: PCT CLAY 27 PCT .1-75MM 0

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0022 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 490, SAMPLE 85P 2409-
2414

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 5.2 5.8

18- 28 5.1 5.8

28- 41 5.6 6.4

41- 53 5.7 6.5

53- 69 5.5 6.3

69- 81 5.1 5.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0022 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 490, SAMPLES 85P 2409- 2414 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2409S 0- 7 AP 100 100 100 100 100 100 100 100 100 96 47 33 23 100 100
100 99 92 0.03 0.021 0.001 47.7 1.1

85P2410S 7- 11 BT1 100 100 100 100 100 100 100 100 100 96 49 35 26 100
100 100 100 92 0.03 0.020 \-- 51.8 0.7

85P2411S 11- 16 BT1 100 100 100 100 100 100 100 100 100 97 50 37 27 100
100 100 100 93 0.02 0.019 \-- 52.7 0.6

85P2412S 16- 21 BT2 100 100 100 100 100 100 100 100 100 97 50 36 27 100
100 100 100 94 0.02 0.019 \-- 51.9 0.6

85P2413S 21- 27 BT2 100 100 100 100 100 100 100 100 100 97 50 36 27 100
100 100 100 93 0.02 0.020 \-- 52.9 0.6

85P2414S 27- 32 BC 100 100 100 100 100 100 100 100 100 97 49 36 27 100
100 100 100 92 0.03 0.020 \-- 52.9 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

21- 27 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

27- 32 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0022 PRINT DATE 05/08/00

CLASSIFICATION: FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 490, SAMPLE 85P 2409-
2414

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 4 38 13 45 0.44

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 4 36 14 45 0.42

11- 16 \-- \-- \-- \-- \-- \-- \-- 100 4 36 15 45 0.43

16- 21 \-- \-- \-- \-- \-- \-- \-- 100 3 37 15 45 0.45

21- 27 \-- \-- \-- \-- \-- \-- \-- 100 4 36 15 45 0.44

27- 32 \-- \-- \-- \-- \-- \-- \-- 100 4 36 15 45 0.44

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 10 90 30 TR TR TR TR 9 58 32 30 SIL SIL 7.8 69.1 23.1 5.2

7- 11 10 90 35 TR TR 10 58 31 35 SICL SIL 7.7 66.4 25.9 5.1

11- 16 9 91 38 TR TR 8 59 32 38 SICL SICL 6.5 66.2 27.3 5.6

16- 21 8 92 37 TR 8 60 32 37 SICL SIL 6.0 67.2 26.8 5.7

21- 27 9 91 37 TR 9 60 31 37 SICL SIL 6.8 66.3 26.9 5.5

27- 32 10 90 36 TR 10 59 31 36 SICL SIL 7.5 65.9 26.6 5.1

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0023 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 491, SAMPLES 85P 2415- 2420 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

85P2415S 0- 18 AP 26.0 67.0 7.0 23.6 43.4 6.6 0.3 0.1 \-- \-- \-- \--
\-- TR \--

85P2416S 18- 28 BT1 26.9 66.1 7.0 23.3 42.8 6.5 0.3 0.2 \-- \-- \-- \--
\-- TR \--

85P2417S 28- 41 BT1 25.5 68.0 6.5 23.8 44.3 5.9 0.4 0.2 \-- \-- \-- \--
\-- 1 \--

85P2418S 41- 51 BT2 25.0 69.0 6.0 23.6 45.4 5.6 0.3 0.1 \-- \-- \-- \--
\-- TR \--

85P2419S 51- 61 BT2 24.8 69.5 5.7 24.1 45.4 5.4 0.3 \-- \-- \-- \-- \--
\-- TR \--

85P2420S 61- 76 BC 24.9 69.9 5.2 24.4 45.5 4.9 0.3 \-- \-- \-- \-- \--
\-- TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.11 0.43 11.3

18- 28 0.57 0.43 11.6

28- 41 0.41 0.44 11.1

41- 51 0.29 0.44 11.0

51- 61 0.25 0.45 11.1

61- 76 0.22 0.45 11.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 18- 61: PCT CLAY 26 PCT .1-75MM 0

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0023 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 491, SAMPLE 85P 2415-
2420

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 5.4 5.9

18- 28 5.6 6.3

28- 41 5.9 6.6

41- 51 5.6 6.4

51- 61 5.1 5.9

61- 76 4.9 5.7

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0023 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 85P 93, (RP85IA134) WINNESHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 85P 491, SAMPLES 85P 2415- 2420 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

85P2415S 0- 7 AP 100 100 100 100 100 100 100 100 100 97 50 35 26 100 100
100 100 93 0.03 0.020 \-- 51.4 0.7

85P2416S 7- 11 BT1 100 100 100 100 100 100 100 100 100 97 50 36 27 100
100 100 99 93 0.02 0.020 \-- 52.4 0.6

85P2417S 11- 16 BT1 100 100 100 100 100 100 100 100 100 97 49 35 26 100
100 100 99 93 0.03 0.020 \-- 50.2 0.8

85P2418S 16- 20 BT2 100 100 100 100 100 100 100 100 100 97 49 34 25 100
100 100 100 94 0.03 0.021 0.001 50.1 0.8

85P2419S 20- 24 BT2 100 100 100 100 100 100 100 100 100 97 49 34 25 100
100 100 100 94 0.03 0.020 0.001 49.4 0.9

85P2420S 24- 30 BC 100 100 100 100 100 100 100 100 100 98 49 35 25 100
100 100 100 95 0.02 0.020 0.001 49.2 0.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

20- 24 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

24- 30 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0023 PRINT DATE 05/08/00

CLASSIFICATION: FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 85P 491, SAMPLE 85P 2415-
2420

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 4 37 14 45 0.43

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 4 36 15 45 0.43

11- 16 \-- \-- \-- \-- \-- \-- \-- 100 4 37 14 45 0.44

16- 20 \-- \-- \-- \-- \-- \-- \-- 100 3 38 14 45 0.44

20- 24 \-- \-- \-- \-- \-- \-- \-- 100 3 38 14 45 0.45

24- 30 \-- \-- \-- \-- \-- \-- \-- 100 3 38 14 45 0.45

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 9 91 35 TR TR 9 59 32 35 SICL SIL 7.0 67.0 26.0 5.4

7- 11 10 90 37 TR TR 9 59 32 37 SICL SIL 7.0 66.1 26.9 5.6

11- 16 9 91 34 TR 1 8 59 32 34 SICL SIL 6.5 68.0 25.5 5.9

16- 20 8 92 33 TR TR 7 61 31 33 SICL SIL 6.0 69.0 25.0 5.6

20- 24 8 92 33 TR 7 60 32 33 SICL SIL 5.7 69.5 24.8 5.1

24- 30 7 93 33 TR 7 61 32 33 SIL SIL 5.2 69.9 24.9 4.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0024 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 100, (RP86IA160) WINNESSHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 468, SAMPLES 86P 2782- 2788 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

86P2782S 0- 18 AP 20.1 73.6 6.3 26.8 46.8 5.9 0.3 0.1 \-- \-- \-- \--
\-- TR \--

86P2783S 18- 28 BT1 24.3 69.3 6.4 26.5 42.8 5.9 0.3 0.2 \-- \-- \-- \--
\-- TR \--

86P2784S 28- 38 BT1 26.1 67.0 6.9 25.2 41.8 6.3 0.4 0.2 \-- \-- \-- \--
\-- 1 \--

86P2785S 38- 53 BT2 27.6 65.4 7.0 23.7 41.7 6.5 0.3 0.2 \-- \-- \-- \--
\-- TR \--

86P2786S 53- 71 BT2 26.7 67.3 6.0 24.0 43.3 5.6 0.3 0.1 \-- \-- \-- \--
\-- TR \--

86P2787S 71- 81 BT3 26.5 66.2 7.3 24.0 42.2 6.9 0.3 0.1 \-- \-- \-- \--
\-- TR \--

86P2788S 81- 94 BT3 23.6 70.3 6.1 26.1 44.2 5.9 0.2 \-- \-- \-- \-- \--
\-- TR \--

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 18 1.29 0.47 9.5

18- 28 0.45 0.44 10.6

28- 38 0.24 0.44 11.4

38- 53 0.22 0.44 12.2

53- 71 0.22 0.45 11.9

71- 81 0.21 0.45 12.0

81- 94 0.16 0.46 10.8

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 18- 68: PCT CLAY 26 PCT .1-75MM 0

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S85IA-191-0024 PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 468, SAMPLE 86P 2782-
2788

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9a 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 18 4.8 5.2

18- 28 5.6 6.0

28- 38 5.6 6.1

38- 53 5.4 5.9

53- 71 4.6 5.2

71- 81 4.6 5.2

81- 94 4.7 5.2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0024 (WINNESHIEK COUNTY, IOWA )

PRINT DATE 05/08/00

SAMPLED AS : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

REVISED TO : FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 86P 100, (RP86IA160) WINNESSHIEK CO EROS NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 86P 468, SAMPLES 86P 2782- 2788 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

86P2782S 0- 7 AP 100 100 100 100 100 100 100 100 100 97 47 31 20 100 100
100 100 94 0.03 0.021 0.001 41.1 1.3

86P2783S 7- 11 BT1 100 100 100 100 100 100 100 100 100 97 51 35 24 100
100 100 99 94 0.02 0.019 0.001 47.2 0.9

86P2784S 11- 15 BT1 100 100 100 100 100 100 100 100 100 97 51 36 26 100
100 100 99 93 0.02 0.018 \-- 50.1 0.7

86P2785S 15- 21 BT2 100 100 100 100 100 100 100 100 100 97 51 37 28 100
100 100 99 93 0.02 0.018 \-- 52.6 0.6

86P2786S 21- 28 BT2 100 100 100 100 100 100 100 100 100 97 51 36 27 100
100 100 100 94 0.02 0.019 \-- 51.4 0.7

86P2787S 28- 32 BT3 100 100 100 100 100 100 100 100 100 97 51 36 27 100
100 100 100 93 0.02 0.019 \-- 51.6 0.7

86P2788S 32- 37 BT3 100 100 100 100 100 100 100 100 100 97 50 34 24 100
100 100 100 94 0.02 0.020 0.001 46.7 0.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

15- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

21- 28 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

28- 32 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

32- 37 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.45

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S85IA-191-0024 PRINT DATE 05/08/00

CLASSIFICATION: FAYETTE ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 86P 468, SAMPLE 86P 2782-
2788

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 7 \-- \-- \-- \-- \-- \-- \-- 100 3 40 11 45 0.47

7- 11 \-- \-- \-- \-- \-- \-- \-- 100 4 38 13 45 0.44

11- 15 \-- \-- \-- \-- \-- \-- \-- 100 4 37 14 45 0.44

15- 21 \-- \-- \-- \-- \-- \-- \-- 100 4 36 15 45 0.44

21- 28 \-- \-- \-- \-- \-- \-- \-- 100 3 37 15 45 0.45

28- 32 \-- \-- \-- \-- \-- \-- \-- 100 4 36 15 45 0.45

32- 37 \-- \-- \-- \-- \-- \-- \-- 100 3 38 13 45 0.46

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 7 8 92 25 TR TR 7 59 34 25 SIL SIL 6.3 73.6 20.1 4.8

7- 11 8 92 32 TR TR 8 57 35 32 SICL SIL 6.4 69.3 24.3 5.6

11- 15 9 91 35 TR 1 9 57 34 35 SICL SIL 6.9 67.0 26.1 5.6

15- 21 10 90 38 TR TR 9 58 33 38 SICL SICL 7.0 65.4 27.6 5.4

21- 28 8 92 36 TR TR 8 59 33 36 SICL SIL 6.0 67.3 26.7 4.6

28- 32 10 90 36 TR TR 9 57 33 36 SICL SIL 7.3 66.2 26.5 4.6

32- 37 8 92 31 TR 8 58 34 31 SICL SIL 6.1 70.3 23.6 4.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-001 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON (A) ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 732, SAMPLES 92P 4463- 4472 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

92P4463S 0- 26 AP 24.0 50.5 25.5 16.5 24.5 26.0 6.4 9.5 7.2 2.2 0.2 TR
TR 2 21 2

92P4464S 26- 35 BA 23.1 40.0 36.9 15.3 21.2 18.8 10.1 11.9 9.3 4.3 1.3 1
2 6 33 9

92P4465S 35- 43 BT1 22.9 32.7 44.4 14.8 16.6 16.1 10.2 16.8 10.8 4.1 2.5
2 1 \-- 36 3

92P4466S 43- 79 BT1 22.7 31.8 45.5 14.1 17.5 14.3 11.2 15.7 11.2 5.2 2.2
2 2 1 38 5

92P4467S 63- 79 2BT3 23.2 32.0 44.8 12.4 17.2 14.8 11.7 16.0 10.0 4.8
2.3 2 1 \-- 35 3

92P4468S 79- 94 2BK1 24.0 30.5 45.5 10.3 0.3 16.7 13.8 12.2 14.5 11.4
5.3 2.1 4 2 \-- 37 6

92P4469S 94-139 2BK2 22.0 35.0 43.0 9.5 0.6 19.9 15.1 10.4 15.9 10.3 4.2
2.2 2 2 \-- 35 4

92P4470S 139-175 2BK3 21.2 35.0 43.8 10.3 0.6 20.3 14.7 10.7 15.1 10.7
4.6 2.7 2 2 \-- 36 4

92P4471S 175-244 2BC 20.6 34.5 44.9 10.4 0.3 20.8 13.7 12.4 14.3 10.1
4.8 3.3 2 2 \-- 35 4

92P4472S 70- 95 SAT 11.1 12.9 76.0 8.3 6.2 6.7 9.1 34.4 25.6 5.0 1.9 2 2
\-- 68 4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 26 2.22 1.3 0.2 TR 0.86 0.70 1.57 1.66 0.030 17.2 16.9 TR

26- 35 0.77 1.7 0.2 TR 0.73 0.40 1.55 1.73 0.035 18.5 9.3 0.13

35- 43 0.51 2.1 0.2 TR 0.61 0.36 1.61 1.77 0.031 15.5 8.2 0.12

43- 79 0.36 2.1 0.1 TR 0.57 0.34 1.69 1.78 0.017 13.3 7.8 0.09

63- 79 0.32 2.2 0.1 TR 0.50 0.35 1.66 1.77 0.021 16.1 8.2 0.13

79- 94 0.18 1.8 0.1 TR 0.43 0.37 1.78 1.88 0.018 13.9 8.9 0.09

94-139 0.16 1.7 TR TR 0.45 0.43 1.83 1.88 0.009 13.9 9.4 0.08

139-175 0.18 1.9 TR TR 0.44 0.49 1.89 2.08 0.031 13.3 10.3 0.06

175-244 0.30 1.9 TR TR 0.46 0.56 1.90 2.00 0.017 14.3 11.5 0.05

70- 95 0.19 1.2 0.1 TR 0.76 0.47 1.81 1.87 0.011 9.6 5.2 0.08

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-001 PRINT DATE 05/08/00

SAMPLED AS : KENYON (A) ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 732, SAMPLE 92P 4463-
4472

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 26 12.0 3.1 0.1 0.6 15.8 12.9 0.1 28.7 20.7 15.9 1 55 76 4.9 5.4

26- 35 10.6 3.3 0.1 0.4 14.4 5.6 0.1 20.0 16.8 14.5 1 72 86 5.0 5.8

35- 43 9.6 3.1 0.1 0.4 13.2 2.8 16.0 14.0 82 94 5.5 6.2

43- 79 9.9 3.5 0.1 0.3 13.8 3.0 16.8 13.0 82 100 6.0 6.7

63- 79 3.5 0.1 0.3 1.4 11.6 100 1 7.3 7.8

79- 94 4.7 0.1 0.4 10.2 100 100 9 7.5 8.0

94-139 4.3 0.1 0.3 9.9 100 100 10 7.6 8.1

139-175 4.5 0.1 0.4 9.4 100 100 10 7.5 8.1

175-244 4.6 0.1 0.4 9.4 100 100 5 7.5 8.0

70- 95 6.8 2.1 0.1 0.4 9.4 0.5 9.9 8.4 95 100 6.7 7.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-001 PRINT DATE 05/08/00

SAMPLED AS : KENYON (A) ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 732, SAMPLE 92P 4463-
4472

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

92P4463 TCLY MT 3 KK 2 MI 2 MM 2 18.0 9.4 1.3 MONT

92P4464 TCLY MT 3 KK 3 MI 2 MM 1 LE 1 18.0 11.2 1.3 MONT

92P4464 TCLY GE 1 QZ 1

92P4465 TCLY KK 4 MT 3 MI 2 MM 1 LE 1 20.0 12.3 1.5 CMIS

92P4465 TCLY GE 1 QZ 1

92P4466 TCLY MT 3 KK 3 MI 2 GE 2 LE 1 21.0 12.0 1.4 MONT

92P4466 TCLY QZ 1

92P4467 TCLY MT 3 KK 3 MI 2 QZ 1 GE 1 21.0 12.6 1.9 MONT

92P4468 TCLY KK 4 MT 3 MI 2 CA 1 QZ 1 20.0 11.4 1.6 CMIX

92P4469 TCLY KK 4 MT 3 MI 2 GE 2 CA 1 20.0 10.7 1.7 CMIX

92P4469 TCLY QZ 1

92P4470 TCLY MT 3 KK 3 MI 2 GE 1 CA 1 20.0 10.9 1.8 MONT

92P4470 TCLY HE 1 QZ 1

92P4471 TCLY MT 3 KK 3 MI 2 CA 1 GE 1 20.0 10.6 1.8 MONT

92P4471 TCLY QZ 1

92P4472 TCLY MT 4 KK 3 MI 2 GE 1 QZ 1 17.0 12.6 1.4 MONT

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - SAND - SILT MINERALOGY
(2.0-0.002mm) - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - OPTICAL - - - - - - - - \>\< \> INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\>TOT RE\< - - - - - GRAIN
COUNT - - - - - -\>\< \> PRETA

\< - - - - 7A2i - - - - \>\< - 7A3b - \>\< - 7A4b - \>\< - - - - - - - -
7B1a - - - - - - - - -\>\< \> TION

NUMBER \< - -\>\< - - - Peak Size - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - - - - - - - -\>\< -
-\>

92P4463 CSi 70 QZ55 FK25 CD11 FE 2 FP 2 MS 1 SMIX

92P4463 CSi OP 1 HN 1 PO 1 PR 1 GStr BTtr

92P4463 CSi TMtr OWtr CAtr

92P4464 CSi 77 QZ66 FK18 CD 8 MS 2 FE 2 OW 1 SMIX

92P4464 CSi HN 1 OP 1 BT 1 PR 1 GStr FPtr

92P4464 CSi ZRtr

92P4465 FS 87 QZ83 FK 8 CD 3 BT 3 FE 1 PR 1 SMIX

92P4465 FS HN 1 GNtr OPtr TMtr FPtr

92P4466 FS 84 QZ75 BT 8 CD 6 FK 6 FE 2 OP 1

92P4466 FS MS 1 HN 1 CBtr

92P4467 FS 88 QZ83 FK 8 CD 3 FP 2 FE 2 HN 1 SMIX

92P4467 FS BT 1 CB 1 TMtr CAtr MStr OPtr

92P4467 FS AOtr PRtr

92P4468 FS 76 QZ74 FK 7 CB 6 BT 5 MS 3 CD 2 SMIX

92P4468 FS CA 2 HN 1 OPtr FPtr FEtr GNtr

92P4468 FS FFtr

92P4469 FS 82 QZ77 FK 8 CB 5 BT 3 CD 2 OP 2 SMIX

92P4469 FS MS 1 FE 1 CAtr HNtr GNtr FFtr

92P4469 FS PRtr

92P4470 FS 78 QZ74 FK10 CB 3 BT 3 MS 3 FE 2 SMIX

92P4470 FS CD 2 CA 2 OPtr GNtr HNtr FFtr

92P4470 FS PRtr TMtr

92P4471 FS 86 QZ81 FK 8 CD 4 MS 2 CB 2 CA 1 SMIX

92P4471 FS BT 1 OP 1 HNtr FEtr PRtr

92P4472 FS 84 QZ81 FK13 BT 3 CD 3 FEtr FPtr SMIX

92P4472 FS PRtr MStr OPtr

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-001 PRINT DATE 05/08/00

SAMPLED AS : KENYON (A) ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 732, SAMPLE 92P 4463-
4472

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm CSi Coarse Silt, 0.02-0.05mm FS Fine Sand,
0.1-0.25mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MI mica MM mont-mica QZ quartz FK potas
feldsp

CD chalcedony FE iron oxides FP plag-feldspa MS muscovite OP opaques HN
hornblende

PO plant opal PR pyroxene GS glass BT biotite TM tourmaline OW oth-weath
mn

CA calcite LE lepidocrocit GE goethite ZR zircon GN garnet CB
carb-aggrega

AO aragonite FF foraminifera HE hematite

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

MONT = Montmorillonitic SMIX = Mixed - Sand CMIS = CMIX = Mixed - Clay

PEDON MINERALOGY

BASED ON SAND/SILT: Mixed

BASED ON CLAY: MONT/Mixed - Border

FAMILY MINERALOGY: Mixed

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-001 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON (A) ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

REVISED TO : ; FINE-LOAMY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 732, SAMPLES 92P 4463- 4472 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

92P4463S 0- 10 AP 100 99 99 98 98 98 98 98 94 77 48 33 24 98 96 89 79 73
0.03 0.022 0.001 58.8 0.8

92P4464S 10- 14 BA 100 98 97 95 94 93 92 91 84 63 40 29 21 90 86 77 67
57 0.06 0.034 0.001 \>100 0.9

92P4465S 14- 17 BT1 100 100 100 100 100 100 99 97 88 60 38 29 22 95 91
80 64 54 0.08 0.040 0.001 \>100 0.9

92P4466S 17- 31 BT1 100 100 100 99 99 98 97 95 85 58 38 28 22 93 88 77
62 52 0.09 0.044 0.001 \>100 0.8

92P4467S 25- 31 2BT3 100 100 100 100 100 100 99 97 88 60 39 29 23 95 90
80 65 54 0.07 0.040 0.001 \>100 0.8

92P4468S 31- 37 2BK1 100 100 100 100 100 99 98 94 84 58 38 29 23 92 87
76 63 51 0.09 0.046 0.001 \>100 0.8

92P4469S 37- 55 2BK2 100 100 100 100 100 99 98 96 87 60 40 29 21 94 90
80 65 55 0.07 0.037 0.001 \>100 0.8

92P4470S 55- 69 2BK3 100 100 100 100 100 99 98 96 86 60 40 28 20 93 89
79 64 54 0.08 0.039 0.001 \>100 0.8

92P4471S 69- 96 2BC 100 100 100 100 100 99 98 96 86 60 40 28 20 93 88 79
65 53 0.08 0.041 0.001 \>100 0.9

92P4472S 28- 37 SAT 100 100 100 100 100 99 98 96 83 28 17 13 11 94 89 65
32 23 0.22 0.166 0.002 \>100 19.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 10 2 \-- \-- 2 2 TR TR 98 2 2 TR TR 98 1.58 1.67 1.85 1.98 1.57 1.57
1.66 1.84 1.98 0.68 0.69

10- 14 9 \-- \-- 9 6 2 1 91 9 6 2 1 91 1.62 1.79 1.90 2.01 1.55 1.65
1.73 1.84 1.97 0.64 0.71

14- 17 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.63 1.79 1.87 2.02 1.61 1.69
1.77 1.86 2.00 0.63 0.65

17- 31 5 \-- \-- 5 1 2 2 95 5 1 2 2 95 1.72 1.81 1.94 2.07 1.69 1.73
1.78 1.91 2.05 0.54 0.57

25- 31 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.68 1.79 1.95 2.05 1.66 1.72
1.77 1.93 2.03 0.58 0.60

31- 37 6 \-- \-- 6 \-- 2 4 94 6 \-- 2 4 94 1.81 1.91 2.05 2.13 1.78 1.82
1.88 2.03 2.11 0.46 0.49

37- 55 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.85 1.90 2.09 2.15 1.83 1.85
1.88 2.08 2.14 0.43 0.45

55- 69 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.91 2.10 2.16 2.19 1.89 1.94
2.08 2.14 2.18 0.39 0.40

69- 96 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.92 2.02 2.19 2.20 1.90 1.92
2.00 2.17 2.18 0.38 0.39

28- 37 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.83 1.89 1.99 2.14 1.81 1.84
1.87 1.98 2.13 0.45 0.46

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-001 PRINT DATE 05/08/00

SAMPLED AS : KENYON (A) ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 732, SAMPLE 92P 4463-
4472

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 10 1 \-- \-- 1 1 TR TR 99 15 30 14 13 27 0.69 1.20 0.86 0.70 0.079
1.9 1.9

10- 14 5 \-- \-- 5 4 1 1 95 20 22 13 11 28 0.66 0.87 0.73 0.40 0.160 1.8
3.4 2.1 3.7 0.14 0.14

14- 17 2 \-- \-- 2 \-- 1 1 98 27 20 14 14 24 0.65 0.70 0.61 0.36 0.140
1.6 3.2 1.6 3.2 0.12 0.12

17- 31 3 \-- \-- 3 1 1 1 97 28 20 14 13 22 0.62 0.74 0.57 0.34 0.075 0.8
1.7 0.8 1.7 0.09 0.09

25- 31 2 \-- \-- 2 \-- 1 1 98 28 20 14 10 27 0.53 1.05 0.50 0.35 0.095
1.2 2.1 1.2 2.2 0.13 0.13

31- 37 4 \-- \-- 4 \-- 1 3 96 30 20 16 8 24 0.43 2.05 0.43 0.37 0.075
0.7 1.8 0.7 1.8 0.09 0.09

37- 55 3 \-- \-- 3 \-- 1 1 97 29 24 15 6 24 0.43 2.23 0.45 0.43 0.041
0.4 0.9 0.4 0.9 0.08 0.08

55- 69 3 \-- \-- 3 \-- 1 1 97 30 24 14 3 25 0.49 2.28 0.44 0.49 0.151
0.9 3.2 0.9 3.2 0.06 0.06

69- 96 3 \-- \-- 3 \-- 1 1 97 31 24 14 1 27 0.50 2.34 0.46 0.56 0.083
0.3 1.7 0.4 1.7 0.05 0.05

28- 37 3 \-- \-- 3 \-- 1 1 97 50 8 7 15 16 0.75 0.89 0.76 0.47 0.099 0.5
1.1 0.6 1.1 0.08 0.08

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 10 3 3 33 65 31 TR 3 9 13 8 34 32 32 SIL SIL 25.5 50.5 24.0 4.9

10- 14 11 11 4 43 46 27 2 6 12 15 13 24 28 30 SIL L 36.9 40.0 23.1 5.0

14- 17 4 4 4 55 41 29 3 5 14 22 13 21 22 30 L L 44.4 32.7 22.9 5.5

17- 31 6 6 5 55 39 28 3 7 14 20 14 18 23 29 CL L 45.5 31.8 22.7 6.0

25- 31 4 4 4 56 40 29 3 6 13 21 15 19 22 30 CL L 44.8 32.0 23.2 7.3

31- 37 8 8 8 55 37 29 3 7 15 19 16 18 22 32 CL L 45.5 30.5 24.0 7.5

37- 55 5 5 5 52 43 27 3 5 13 20 13 19 26 28 L L 43.0 35.0 22.0 7.6

55- 69 5 5 5 53 42 26 3 6 14 19 14 19 26 27 L L 43.8 35.0 21.2 7.5

69- 96 5 5 5 54 41 25 4 6 13 18 16 17 26 26 L L 44.9 34.5 20.6 7.5

28- 37 4 4 4 82 14 12 2 6 29 39 10 8 7 12 S FSL 76.0 12.9 11.1 6.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.06 2.22

0-40 1.29 1.68

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-001 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : KENYON (A) ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 732, SAMPLES 92P 4463- 4472 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

92P4463 1 1.5 17.0

92P4464 2 0.4 14.2

92P4465 3 12.5

92P4466 4 11.6

92P4467 5 12.1

92P4468 6 12.1

92P4469 7 14.0

92P4470 8 15.0

92P4471 9 14.4

92P4472 10 7.1

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-002 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : RENOVA (B) ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 733, SAMPLES 92P 4473- 4480 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

92P4473S 0- 24 AP 20.3 30.9 48.8 11.8 15.7 15.2 11.1 19.2 12.3 4.5 1.7 4
3 2 43 9

92P4474S 24- 40 BT 25.3 31.6 43.1 14.4 19.1 12.5 12.2 13.6 10.8 4.8 1.7
1 2 \-- 33 3

92P4475S 40- 50 BT2 25.0 33.0 42.0 13.7 18.4 14.6 9.2 14.1 10.1 4.8 3.8
2 TR \-- 34 2

92P4476S 50- 70 BT3 24.4 33.0 42.6 11.4 19.8 13.2 10.2 14.0 10.7 4.6 3.1
TR 1 \-- 33 1

92P4477S 70-103 BK1 23.0 36.8 40.2 9.4 0.6 23.4 13.4 9.6 13.1 9.5 5.3
2.7 2 2 \-- 33 4

92P4478S 103-137 BK2 22.7 35.6 41.7 9.4 0.6 22.3 13.3 11.3 12.2 9.6 5.3
3.3 2 1 \-- 32 3

92P4479S 137-180 BK3 22.9 36.3 40.8 10.5 0.6 21.5 14.8 10.0 14.1 10.4
4.3 2.0 2 2 \-- 34 4

92P4480S 180-210 BC 22.4 35.1 42.5 9.7 21.5 13.6 10.9 13.7 10.1 5.2 2.6
3 2 \-- 35 5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 24 1.29 1.6 0.1 TR 0.67 0.47 1.63 1.75 0.023 17.5 9.5 0.12

24- 40 0.39 1.9 0.1 TR 0.58 0.42 1.65 1.79 0.027 15.6 10.7 0.08

40- 50 0.38 2.0 0.1 TR 0.58 0.40 1.64 1.87 0.044 16.5 9.9 0.11

50- 70 0.32 1.9 0.1 TR 0.54 0.43 1.71 1.85 0.026 16.0 10.6 0.09

70-103 0.23 1.6 0.1 TR 0.44 0.44 1.74 1.84 0.018 16.7 10.2 0.11

103-137 0.22 1.6 TR TR 0.44 0.46 1.89 2.01 0.020 11.7 10.4 0.02

137-180 0.36 1.7 TR TR 0.43 0.51 1.93 2.08 0.024 14.9 11.7 0.06

180-210 0.27 1.7 TR TR 0.43 0.53 1.92 2.05 0.021 12.4 11.9 0.01

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 24- 70: PCT CLAY 25 PCT .1-75MM 33

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-002 PRINT DATE 05/08/00

SAMPLED AS : RENOVA (B) ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 733, SAMPLE 92P 4473-
4480

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 24 7.9 2.3 0.1 0.6 10.9 6.1 0.1 17.0 13.5 11.0 1 64 81 4.8 5.5

24- 40 10.2 3.2 0.1 0.4 13.9 3.7 17.6 14.6 79 95 5.4 6.2

40- 50 10.8 3.1 0.1 0.2 14.2 2.8 17.0 14.4 84 99 5.7 6.5

50- 70 4.6 0.1 0.2 1.5 13.2 100 8 7.3 7.7

70-103 3.0 0.2 0.1 10.1 100 100 5 7.5 8.0

103-137 3.0 0.1 0.2 9.9 100 100 26 7.5 8.0

137-180 4.4 0.1 0.3 9.9 100 100 5 7.5 8.0

180-210 4.4 0.1 0.3 9.7 100 100 5 7.4 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-002 PRINT DATE 05/08/00

SAMPLED AS : RENOVA (B) ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 733, SAMPLE 92P 4473-
4480

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

92P4473 TCLY MT 4 KK 3 MI 2 GE 1 QZ 1 21.0 10.2 1.5 CMIX

92P4474 TCLY KK 4 MT 3 MI 2 QZ 1 GE 1 21.0 10.3 1.6 MONT

92P4474 TCLY HE 1

92P4475 TCLY KK 4 MT 4 MI 2 GE 1 QZ 1 22.0 10.9 1.7 CMIX

92P4476 TCLY KK 4 MT 4 MI 2 GE 1 QZ 1 21.0 10.7 1.6 CMIX

92P4477 TCLY MT 3 KK 3 MI 2 CA 2 GE 1 21.0 9.9 1.7 MONT

92P4477 TCLY QZ 1

92P4478 TCLY MT 3 KK 3 MI 2 CA 2 QZ 1 20.0 9.9 1.9 MONT

92P4478 TCLY GE 1

92P4479 TCLY MT 3 KK 3 MI 2 CA 2 GE 1 19.0 9.4 1.8 MONT

92P4479 TCLY QZ 1

92P4480 TCLY MT 4 KK 4 MI 2 CA 2 QZ 1 21.0 9.9 1.9 MONT

92P4480 TCLY GE 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - SAND - SILT MINERALOGY
(2.0-0.002mm) - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - OPTICAL - - - - - - - - \>\< \> INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\>TOT RE\< - - - - - GRAIN
COUNT - - - - - -\>\< \> PRETA

\< - - - - 7A2i - - - - \>\< - 7A3b - \>\< - 7A4b - \>\< - - - - - - - -
7B1a - - - - - - - - -\>\< \> TION

NUMBER \< - -\>\< - - - Peak Size - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - - - - - - - -\>\< -
-\>

92P4473 FS 88 QZ84 FK 9 CD 3 OP 1 HN 1 FP 1 SMIX

92P4473 FS BT 1 FEtr PRtr GNtr MStr

92P4474 FS 88 QZ83 FK 9 CD 4 BT 3 OP 1 HNtr SMIX

92P4474 FS PRtr GNtr FPtr

92P4475 CSi 67 QZ61 FK23 CD 5 MS 4 FP 2 HN 1 SMIX

92P4475 CSi BT 1 PR 1 FE 1 GStr OWtr GNtr

92P4475 CSi CLtr OPtr ZRtr

92P4476 FS 87 QZ80 FK10 CD 4 OP 2 CA 1 FE 1 SMIX

92P4476 FS BT 1 CBtr HNtr MStr FPtr PRtr

92P4477 CSi 58 QZ56 CA15 FK13 MS 6 FP 3 HN 2 SMIX

92P4477 CSi FE 2 BT 1 PRtr OPtr CBtr OWtr

92P4477 CSi GStr GNtr TMtr

92P4478 CSi 65 QZ59 FK15 CA11 CD 4 PR 3 MS 3 SMIX

92P4478 CSi BT 1 OP 1 FE 1 FP 1 HNtr GStr

92P4478 CSi GNtr FFtr OWtr TMtr

92P4479 CSi 63 QZ53 CA23 FK 9 CD 6 FE 3 MS 2 SMIX

92P4479 CSi FP 2 OW 1 OP 1 HN 1 BT 1 TMtr

92P4479 CSi FFtr PRtr GNtr

92P4480 FS 83 QZ74 FK 8 CD 6 CA 5 OP 2 CB 2 SMIX

92P4480 FS FE 1 HN 1 FPtr BTtr FFtr PRtr

92P4480 FS TMtr MStr GNtr

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-002 PRINT DATE 05/08/00

SAMPLED AS : RENOVA (B) ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 733, SAMPLE 92P 4473-
4480

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm FS Fine Sand, 0.1-0.25mm CSi Coarse Silt,
0.02-0.05mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MI mica GE goethite QZ quartz FK potas
feldsp

CD chalcedony OP opaques HN hornblende FP plag-feldspa BT biotite FE
iron oxides

PR pyroxene GN garnet MS muscovite HE hematite GS glass OW oth-weath mn

CL chlorite ZR zircon CA calcite CB carb-aggrega TM tourmaline FF
foraminifera

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

CMIX = Mixed - Clay SMIX = Mixed - Sand MONT = Montmorillonitic

PEDON MINERALOGY

BASED ON SAND/SILT: Mixed

BASED ON CLAY: Mixed Border Montmorillonitic

FAMILY MINERALOGY: Mixed

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-002 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : RENOVA (B) ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

REVISED TO : ; FINE-LOAMY, MIXED, MESIC TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 733, SAMPLES 92P 4473- 4480 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

92P4473S 0- 9 AP 100 99 99 98 98 97 95 92 83 53 33 24 19 90 86 75 57 47
0.12 0.061 0.001 \>100 1.9

92P4474S 9- 16 BT 100 100 100 100 100 99 98 97 88 62 43 32 25 95 91 80
67 55 0.07 0.034 0.001 \>100 0.5

92P4475S 16- 20 BT2 100 100 100 100 100 100 100 98 87 62 43 32 24 94 90
80 66 57 0.06 0.032 0.001 \>100 0.5

92P4476S 20- 28 BT3 100 100 100 100 100 100 99 99 89 63 44 32 24 96 91
81 67 57 0.06 0.031 0.001 \>100 0.5

92P4477S 28- 40 BK1 100 100 100 100 100 99 98 96 86 63 45 31 22 93 88 79
67 57 0.06 0.030 0.001 \>100 0.6

92P4478S 40- 54 BK2 100 100 100 100 100 100 99 97 86 63 44 31 22 94 89
79 68 57 0.06 0.031 0.001 \>100 0.6

92P4479S 54- 71 BK3 100 100 100 100 100 99 98 96 87 62 43 30 22 94 90 80
66 57 0.06 0.032 0.001 \>100 0.7

92P4480S 71- 83 BC 100 100 100 100 100 99 98 95 85 60 42 29 21 93 88 78
65 55 0.07 0.036 0.001 \>100 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 9 8 \-- \-- 8 2 3 3 92 8 2 3 3 92 1.68 1.80 1.95 2.05 1.63 1.69 1.75
1.92 2.02 0.58 0.63

9- 16 3 \-- \-- 3 \-- 2 1 97 3 \-- 2 1 97 1.67 1.81 1.92 2.04 1.65 1.70
1.79 1.91 2.03 0.59 0.61

16- 20 2 \-- \-- 2 \-- TR 2 98 2 \-- TR 2 98 1.65 1.88 1.91 2.03 1.64
1.74 1.87 1.91 2.02 0.61 0.62

20- 28 1 \-- \-- 1 \-- 1 TR 99 1 \-- 1 TR 99 1.72 1.86 2.00 2.07 1.71
1.76 1.85 1.98 2.06 0.54 0.55

28- 40 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.76 1.86 2.04 2.10 1.74 1.78
1.84 2.03 2.08 0.51 0.52

40- 54 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.91 2.02 2.12 2.19 1.89 1.91
2.01 2.11 2.18 0.39 0.40

54- 71 4 \-- \-- 4 \-- 2 2 96 4 \-- 2 2 96 1.95 2.10 2.22 2.21 1.93 1.97
2.08 2.22 2.20 0.36 0.37

71- 83 5 \-- \-- 5 \-- 2 3 95 5 \-- 2 3 95 1.95 2.07 2.18 2.21 1.92 1.93
2.05 2.16 2.20 0.36 0.38

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-002 PRINT DATE 05/08/00

SAMPLED AS : RENOVA (B) ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 733, SAMPLE 92P 4473-
4480

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 9 5 \-- \-- 5 1 2 2 95 29 18 12 10 27 0.58 0.84 0.67 0.47 0.118 1.2
2.3 1.2 2.4 0.12 0.13

9- 16 2 \-- \-- 2 \-- 1 1 98 26 19 15 12 25 0.57 0.70 0.58 0.42 0.111
1.0 2.7 1.0 2.8 0.08 0.08

16- 20 1 \-- \-- 1 \-- TR 1 99 25 20 15 12 26 0.55 0.68 0.58 0.40 0.180
2.0 4.4 2.0 4.5 0.11 0.11

20- 28 1 \-- \-- 1 \-- 1 TR 99 27 21 16 7 28 0.47 1.55 0.54 0.43 0.111
1.0 2.6 1.0 2.7 0.09 0.09

28- 40 3 \-- \-- 3 \-- 1 1 97 26 23 15 6 28 0.41 1.83 0.44 0.44 0.083
0.8 1.9 0.8 1.9 0.11 0.11

40- 54 2 \-- \-- 2 \-- 1 1 98 29 25 16 7 21 0.41 1.87 0.44 0.46 0.093
0.2 1.9 0.4 2.1 0.02 0.02

54- 71 3 \-- \-- 3 \-- 1 1 97 28 25 16 26 0.46 2.13 0.43 0.51 0.109 0.7
2.5 0.7 2.5 0.06 0.06

71- 83 4 \-- \-- 4 \-- 1 2 96 30 25 16 3 23 0.43 2.08 0.43 0.53 0.098
0.2 2.0 0.2 2.2 0.01 0.01

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 9 10 10 7 55 35 23 2 6 15 24 14 19 20 25 CL L 48.8 30.9 20.3 4.8

9- 16 4 4 4 55 41 33 2 6 14 18 16 17 26 34 CL L 43.1 31.6 25.3 5.4

16- 20 3 3 3 55 43 32 5 6 13 19 12 19 25 33 CL L 42.0 33.0 25.0 5.7

20- 28 1 1 1 56 43 32 4 6 14 19 13 17 26 32 L L 42.6 33.0 24.4 7.3

28- 40 5 5 5 50 45 28 4 7 12 17 12 17 30 30 L L 40.2 36.8 23.0 7.5

40- 54 4 4 4 52 44 28 4 7 12 16 15 17 29 29 L L 41.7 35.6 22.7 7.5

54- 71 5 5 5 50 45 28 3 6 13 18 13 19 28 30 L L 40.8 36.3 22.9 7.5

71- 83 6 6 6 51 42 27 3 7 13 18 14 18 28 29 L L 42.5 35.1 22.4 7.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 2.40 1.29

0-40 2.12 0.93

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-002 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : RENOVA (B) ; FINE-LOAMY, MIXED, MESIC MOLLIC HAPLUDALF

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 733, SAMPLES 92P 4473- 4480 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

92P4473 1 1.2 13.6

92P4474 2 13.7

92P4475 3 13.5

92P4476 4 14.4

92P4477 5 14.5

92P4478 6 14.6

92P4479 7 15.1

92P4480 8 15.3

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-003 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND (C) ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLUDOLL

REVISED TO : ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 734, SAMPLES 92P 4481- 4487 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

92P4481S 0- 24 A1 19.4 42.5 38.1 12.0 22.0 20.5 6.7 13.7 12.5 4.2 1.0 1
1 \-- 33 2

92P4482S 24- 56 2A2 25.9 57.1 17.0 17.3 30.4 26.7 4.6 5.7 4.9 1.4 0.4 TR
\-- \-- 12 \--

92P4483S 56- 77 2A3 23.5 59.7 16.8 14.9 31.6 28.1 3.8 6.3 4.3 1.6 0.8 TR
1 \-- 14 1

92P4484S 77- 98 2BW1 23.6 66.2 10.2 14.2 35.5 30.7 4.0 2.6 2.1 1.1 0.4
\-- \-- \-- 6 \--

92P4485S 98-125 2BW2 19.7 61.0 19.3 11.2 28.8 32.2 4.6 8.2 5.5 1.0 TR
\-- \-- \-- 15 \--

92P4486S 125-155 3BC 6.0 17.9 76.1 3.8 8.8 9.1 11.5 43.3 18.5 2.5 0.3 TR
TR \-- 65 TR

92P4487S 155-200 4C1 25.8 32.7 41.5 12.0 19.3 13.4 8.9 14.0 11.0 5.2 2.4
2 1 \-- 35 3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 24 2.62 1.1 0.2 0.1 1.08 0.54 1.23 1.31 0.021 20.0 10.4 0.12

24- 56 2.30 1.5 0.2 0.1 1.05 0.53 1.24 1.37 0.034 23.8 13.7 0.13

56- 77 1.02 1.3 0.2 0.1 0.99 0.51 1.20 1.37 0.045 26.1 12.0 0.17

77- 98 0.51 1.3 0.2 0.1 0.91 0.51 1.31 1.42 0.027 27.4 12.0 0.20

98-125 0.33 1.3 0.2 0.1 0.92 0.50 1.43 1.50 0.016 24.0 9.9 0.20

125-155 0.15 0.7 0.1 TR 1.00 0.53 1.52 1.66 0.030 18.9 3.2 0.24

155-200 0.16 1.8 0.1 TR 0.47 0.46 1.70 1.88 0.033 17.3 11.9 0.09

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 24 PCT .1-75MM 11

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-003 PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND (C) ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 734, SAMPLE 92P 4481-
4487

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 24 12.1 2.5 0.1 0.7 15.4 11.6 TR 27.0 20.9 57 74 4.8 5.4

24- 56 19.3 4.2 0.1 0.4 24.0 8.6 32.6 27.2 74 88 5.5 6.1

56- 77 16.7 4.2 0.2 0.5 21.6 5.8 27.4 23.3 79 93 5.8 6.5

77- 98 16.4 4.7 0.2 0.5 21.8 3.7 25.5 21.5 85 100 6.3 6.9

98-125 14.4 4.2 0.2 0.3 19.1 3.3 22.4 18.2 85 100 6.7 7.3

125-155 17.4 1.4 0.1 0.1 19.0 1.2 20.2 6.0 94 100 6.8 7.4

155-200 35.6 3.8 0.1 0.2 39.7 39.7 12.1 100 100 7.4 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-003 PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND (C) ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 734, SAMPLE 92P 4481-
4487

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

92P4481 TCLY MT 3 KK 3 MI 2 QZ 1 15.0 8.4 1.3 MONT

92P4482 TCLY MT 4 KK 3 MI 2 VR 1 LE 1 17.0 9.7 1.1 MONT

92P4483 TCLY MT 4 KK 3 MI 2 VR 1 LE 1 15.0 8.6 1.2 MONT

92P4483 TCLY QZ 1

92P4484 TCLY MT 4 KK 2 MI 2 VR 1 LE 1 17.0 10.6 1.2 MONT

92P4484 TCLY QZ 1

92P4485 TCLY MT 4 KK 3 MI 2 VR 1 LE 1 16.0 11.2 1.4 MONT

92P4485 TCLY GE 1 QZ 1

92P4486 TCLY MT 4 KK 3 MI 2 VR 1 13.0 10.4 1.4 MONT

92P4487 TCLY MT 4 KK 4 MI 2 CA 1 GE 1 22.0 9.9 1.9 MONT

92P4487 TCLY QZ 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - SAND - SILT MINERALOGY
(2.0-0.002mm) - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - OPTICAL - - - - - - - - \>\< \> INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\>TOT RE\< - - - - - GRAIN
COUNT - - - - - -\>\< \> PRETA

\< - - - - 7A2i - - - - \>\< - 7A3b - \>\< - 7A4b - \>\< - - - - - - - -
7B1a - - - - - - - - -\>\< \> TION

NUMBER \< - -\>\< - - - Peak Size - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - - - - - - - -\>\< -
-\>

92P4481 CSi 70 QZ63 FK24 CD 4 HN 2 PO 2 PR 1 SMIX

92P4481 CSi FP 1 FE 1 GStr MStr OPtr BTtr

92P4481 CSi TMtr ZRtr GNtr

92P4482 CSi 75 QZ64 FK19 CD 7 FE 3 HN 2 PR 2 SMIX

92P4482 CSi PO 1 MS 1 BT 1 FPtr OPtr OWtr

92P4482 CSi ZRtr GNtr CAtr

92P4483 CSi 71 QZ65 FK24 CD 5 MS 2 BT 1 PR 1 SMIX

92P4483 CSi OW 1 FE 1 OPtr HNtr POtr FPtr

92P4483 CSi TMtr GNtr

92P4484 CSi 72 QZ57 FK19 CD12 FE 2 PR 2 BT 2 SMIX

92P4484 CSi OW 2 HN 2 OP 1 MS 1 FP 1 TMtr

92P4484 CSi GNtr

92P4485 CSi 69 QZ54 FK21 CD14 OW 3 PR 2 MS 2 SMIX

92P4485 CSi BT 1 OP 1 HN 1 FP 1 FEtr TMtr

92P4486 FS 85 QZ76 FK11 CD 8 PR 1 OP 1 FP 1 SMIX

92P4486 FS BT 1 FEtr HNtr GNtr MStr

92P4487 FS 81 QZ75 FK12 CD 3 BT 2 CB 2 CA 1 SMIX

92P4487 FS OP 1 HN 1 FE 1 GN 1 PR 1 FFtr

92P4487 FS TMtr

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-003 PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND (C) ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 734, SAMPLE 92P 4481-
4487

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm CSi Coarse Silt, 0.02-0.05mm FS Fine Sand,
0.1-0.25mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MI mica QZ quartz FK potas feldsp CD
chalcedony

HN hornblende PO plant opal PR pyroxene FP plag-feldspa FE iron oxides
GS glass

MS muscovite OP opaques BT biotite TM tourmaline ZR zircon GN garnet

VR vermiculite LE lepidocrocit OW oth-weath mn CA calcite GE goethite CB
carb-aggrega

FF foraminifera

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

MONT = Montmorillonitic SMIX = Mixed - Sand

PEDON MINERALOGY

BASED ON SAND/SILT: Mixed

BASED ON CLAY: Montmorillonitic

FAMILY MINERALOGY: Mixed

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-003 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND (C) ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLUDOLL

REVISED TO : ; FINE-SILTY, MIXED, MESIC TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 734, SAMPLES 92P 4481- 4487 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

92P4481S 0- 9 A1 100 100 100 100 100 100 99 98 90 64 41 28 19 97 93 81
67 61 0.05 0.031 0.001 72.3 1.3

92P4482S 9- 22 2A2 100 100 100 100 100 100 100 100 97 86 56 38 26 100 98
93 88 83 0.02 0.012 \-- 46.7 0.7

92P4483S 22- 30 2A3 100 100 100 100 100 100 99 99 96 84 55 36 23 98 97
92 86 82 0.02 0.014 0.001 44.5 0.8

92P4484S 30- 39 2BW1 100 100 100 100 100 100 100 100 98 92 59 38 24 100
98 96 94 90 0.02 0.011 0.001 38.7 0.8

92P4485S 39- 49 2BW2 100 100 100 100 100 100 100 100 98 83 48 31 20 100
99 94 85 81 0.03 0.021 0.001 43.1 1.2

92P4486S 49- 61 3BC 100 100 100 100 100 100 100 100 93 30 15 10 6 100 97
79 35 24 0.17 0.136 0.006 29.5 5.4

92P4487S 61- 79 4C1 100 100 100 100 100 100 99 97 87 62 44 32 25 95 90
79 65 57 0.07 0.031 0.001 \>100 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 9 2 \-- \-- 2 \-- 1 1 98 2 \-- 1 1 98 1.24 1.32 1.49 1.77 1.23 1.27
1.31 1.48 1.77 1.14 1.15

9- 22 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.24 1.37 1.54
1.77 1.24 1.30 1.37 1.54 1.77 1.14 1.14

22- 30 1 \-- \-- 1 \-- 1 TR 99 1 \-- 1 TR 99 1.21 1.38 1.52 1.75 1.20
1.30 1.37 1.51 1.75 1.19 1.21

30- 39 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.31 1.42
1.66 1.82 1.31 1.38 1.42 1.67 1.82 1.02 1.02

39- 49 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.43 1.50
1.77 1.89 1.43 1.47 1.50 1.77 1.89 0.85 0.85

49- 61 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.52 1.66 1.81
1.95 1.52 1.64 1.66 1.81 1.95 0.74 0.74

61- 79 3 \-- \-- 3 \-- 1 2 97 3 \-- 1 2 97 1.72 1.90 2.01 2.07 1.70 1.76
1.88 1.99 2.06 0.54 0.56

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-003 PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND (C) ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 734, SAMPLE 92P 4481-
4487

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 9 1 \-- \-- 1 \-- 1 1 99 17 19 9 28 25 0.62 1.39 1.08 0.54 0.108 1.1
2.1 1.1 2.1 0.12 0.12

9- 22 TR \-- \-- \-- \-- \-- TR 100 8 27 12 23 30 0.67 1.26 1.05 0.53
0.131 1.6 3.4 1.6 3.4 0.13 0.13

22- 30 1 \-- \-- 1 \-- 1 TR 100 8 27 11 23 31 0.63 1.17 0.99 0.51 0.191
2.7 4.5 2.7 4.5 0.17 0.17

30- 39 \-- \-- \-- \-- \-- \-- \-- 100 5 33 12 16 35 0.60 1.08 0.91 0.51
0.114 1.8 2.7 1.8 2.7 0.20 0.20

39- 49 \-- \-- \-- \-- \-- \-- \-- 100 10 33 11 12 34 0.57 1.14 0.92
0.50 0.081 0.9 1.6 0.9 1.6 0.20 0.20

49- 61 TR \-- \-- \-- \-- \-- TR 100 43 10 3 14 29 0.63 3.37 1.00 0.53
0.500 2.6 3.0 2.6 3.0 0.24 0.24

61- 79 2 \-- \-- 2 \-- 1 1 98 26 21 16 6 29 0.47 1.54 0.47 0.46 0.132
1.2 3.4 1.2 3.4 0.09 0.09

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 9 2 2 2 46 51 23 1 5 16 17 8 25 27 24 SIL L 38.1 42.5 19.4 4.8

9- 22 23 77 35 1 2 7 8 6 36 41 35 SIL SIL 17.0 57.1 25.9 5.5

22- 30 1 1 1 22 77 30 1 2 6 8 5 37 41 31 SIL SIL 16.8 59.7 23.5 5.8

30- 39 13 87 31 1 1 3 3 5 40 46 31 SIL SIL 10.2 66.2 23.6 6.3

39- 49 24 76 25 1 7 10 6 40 36 25 SIL SIL 19.3 61.0 19.7 6.7

49- 61 81 19 6 TR 3 20 46 12 10 9 6 FSL LFS 76.1 17.9 6.0 6.8

61- 79 4 4 4 54 42 33 3 7 15 19 12 18 26 35 CL L 41.5 32.7 25.8 7.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 1.96 2.62

0-40 1.44 2.49

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-003 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND (C) ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 734, SAMPLES 92P 4481- 4487 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

92P4481 1 1.8 15.6

92P4482 2 19.3

92P4483 3 17.6

92P4484 4 18.0

92P4485 5 15.4

92P4486 6 4.8

92P4487 7 16.7

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-004 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND VAR(D) ; FINE-SILTY, MIXED, MESIC CUMULIC
HAPLAQUOLL

REVISED TO : ; FINE-SILTY, MIXED, MESIC CUMLIC ENDOAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 735, SAMPLES 92P 4488- 4495 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

92P4488S 0- 20 A1 26.0 52.4 21.6 16.1 28.1 24.3 5.1 6.7 6.3 2.7 0.8 1 TR
\-- 17 1

92P4489S 20- 40 2A2 30.6 62.8 6.6 39.1 23.7 2.4 2.0 1.6 0.5 0.1 \-- \--
\-- 4 \--

92P4490S 40- 53 2A3 30.5 62.6 6.9 21.4 36.4 26.2 2.6 1.9 1.7 0.5 0.2 TR
TR \-- 4 \--

92P4491S 53- 64 2A4 30.1 64.0 5.9 19.4 36.1 27.9 2.1 1.7 1.5 0.4 0.2 TR
TR \-- 4 TR

92P4492S 64- 88 2BG1 27.1 66.8 6.1 16.1 39.1 27.7 2.9 1.2 1.1 0.6 0.3
\-- TR \-- 3 TR

92P4493S 88-102 2BG2 22.3 73.1 4.6 12.5 42.3 30.8 1.9 1.1 0.9 0.5 0.2 TR
\-- \-- 3 TR

92P4494S 102-155 2BG3 20.5 74.2 5.3 10.9 39.5 34.7 3.8 0.7 0.5 0.2 0.1
TR \-- \-- 1 \--

92P4495S 155-200 3BW 2.4 14.8 82.8 1.5 4.9 9.9 9.9 29.9 25.6 12.0 5.4 7
10 2 78 19

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 3.84 1.2 0.1 0.1 1.08 0.58 1.22 1.43 0.054 32.2 15.1 0.21

20- 40 6.73 1.0 0.1 0.1 1.69 0.80 0.98 1.24 0.082 53.5 24.4 0.29

40- 53 3.00 1.0 0.1 TR 1.24 0.60 1.23 1.46 0.059 32.2 18.4 0.17

53- 64 1.60 1.1 0.2 TR 1.07 0.57 1.28 1.51 0.057 27.9 17.1 0.14

64- 88 0.74 1.2 0.2 0.1 0.99 0.52 1.30 1.44 0.035 28.9 14.0 0.19

88-102 0.40 1.2 0.1 0.1 1.01 0.59 1.30 1.42 0.030 30.1 13.2 0.22

102-155 0.25 1.1 0.1 0.1 0.99 0.62 1.29 1.42 0.033 32.1 12.7 0.25

155-200 0.07 0.8 TR TR 1.38 0.88 2.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 28 PCT .1-75MM 4

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-004 PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND VAR(D) ; FINE-SILTY, MIXED, MESIC CUMULIC
HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 735, SAMPLE 92P 4488-
4495

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS NAF
CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1d 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 20.0 4.3 0.1 0.4 24.8 11.2 36.0 28.1 69 88 8.2 5.6 6.1

20- 40 41.6 8.1 0.2 0.3 50.2 12.2 62.4 51.7 80 97 8.0 6.0 6.4

40- 53 30.1 7.1 0.2 0.3 37.7 7.0 44.7 37.7 84 100 8.2 6.2 6.7

53- 64 25.0 7.4 0.1 0.4 32.9 4.6 37.5 32.2 88 100 8.8 6.3 7.0

64- 88 20.7 5.9 0.1 0.5 27.2 3.6 30.8 26.9 88 100 9.1 6.6 7.2

88-102 21.3 6.2 0.2 0.4 28.1 0.9 29.0 22.5 97 100 TR 9.4 7.2 7.7

102-155 18.8 5.2 0.2 0.5 24.7 0.8 25.5 20.3 97 100 7.2 7.8

155-200 2.9 0.1 0.2 \-- 3.3 100 100 6 7.5 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-004 PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND VAR(D) ; FINE-SILTY, MIXED, MESIC CUMULIC
HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 735, SAMPLE 92P 4488-
4495

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

92P4488 TCLY MT 3 KK 3 MI 2 16.0 8.3 1.3 MONT

92P4489 TCLY MT 3 KK 2 MI 1 11.0 7.4 1.0 MONT

92P4490 TCLY MT 3 KK 2 MI 2 CL 1 17.0 9.2 1.1 MONT

92P4491 TCLY MT 4 KK 2 MI 2 MM 1 QZ 1 16.0 9.7 1.2 MONT

92P4492 TCLY MT 4 KK 2 MI 2 MM 1 QZ 1 17.0 10.4 1.2 MONT

92P4493 TCLY MT 4 KK 2 MI 2 MM 1 QZ 1 16.0 11.3 1.2 MONT

92P4494 TCLY MT 4 KK 2 MI 2 MM 1 QZ 1 16.0 10.7 1.2 MONT

92P4495 TCLY MT 3 KK 2 MI 2 QZ 1 13.0 11.2 1.5 MONT

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - SAND - SILT MINERALOGY
(2.0-0.002mm) - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - OPTICAL - - - - - - - - \>\< \> INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\>TOT RE\< - - - - - GRAIN
COUNT - - - - - -\>\< \> PRETA

\< - - - - 7A2i - - - - \>\< - 7A3b - \>\< - 7A4b - \>\< - - - - - - - -
7B1a - - - - - - - - -\>\< \> TION

NUMBER \< - -\>\< - - - Peak Size - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - - - - - - - -\>\< -
-\>

92P4488 CSi 70 QZ61 FK24 CD 7 OW 2 MS 1 FP 1 SMIX

92P4488 CSi PO 1 HN 1 PR 1 OP 1 GStr ZRtr

92P4488 CSi BTtr TMtr

92P4489 CSi 69 QZ57 FK23 CD 6 OW 3 PO 3 MS 2 SMIX

92P4489 CSi FE 2 PR 1 HN 1 OP 1 BT 1 FPtr

92P4489 CSi GStr GNtr ZRtr CLtr

92P4490 CSi 70 QZ61 FK20 CD 8 MS 2 HN 2 FP 2 SMIX

92P4490 CSi PR 1 PO 1 OW 1 GS 1 OPtr FEtr

92P4490 CSi GNtr ZRtr

92P4491 CSi 64 QZ51 FK26 CD 8 MS 4 PR 3 OP 2 SMIX

92P4491 CSi HN 2 PO 1 FP 1 ZR 1 FE 1 BTtr

92P4491 CSi OWtr GStr TMtr SStr GNtr CAtr

92P4492 CSi 72 QZ57 FK20 CD12 OW 5 OP 2 FP 1 SMIX

92P4492 CSi FE 1 MS 1 HN 1 PR 1 TMtr BTtr

92P4492 CSi ZRtr GStr

92P4493 CSi 61 QZ49 FK27 CD11 OW 3 MS 3 FP 2 SMIX

92P4493 CSi PR 1 HN 1 FE 1 OPtr BTtr GNtr

92P4493 CSi GStr

92P4494 CSi 63 QZ55 FK27 CD 7 BT 2 FP 2 MS 2 SMIX

92P4494 CSi HN 2 PR 1 OW 1 OP 1 FEtr TMtr

92P4495 FS 76 QZ72 FK13 BT 3 CD 3 MS 3 PR 2 SMIX

92P4495 FS HN 2 CB 1 TM 1 OPtr CAtr FEtr

92P4495 FS FPtr GNtr FFtr

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-004 PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND VAR(D) ; FINE-SILTY, MIXED, MESIC CUMULIC
HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 735, SAMPLE 92P 4488-
4495

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm CSi Coarse Silt, 0.02-0.05mm FS Fine Sand,
0.1-0.25mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MI mica QZ quartz FK potas feldsp CD
chalcedony

OW oth-weath mn MS muscovite FP plag-feldspa PO plant opal HN hornblende
PR pyroxene

OP opaques GS glass ZR zircon BT biotite TM tourmaline FE iron oxides

GN garnet CL chlorite MM mont-mica SS spon spicule CA calcite CB
carb-aggrega

FF foraminifera

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

MONT = Montmorillonitic SMIX = Mixed - Sand

PEDON MINERALOGY

BASED ON SAND/SILT: Mixed

BASED ON CLAY: Montmorillonitic

FAMILY MINERALOGY: Mixed

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-004 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND VAR(D) ; FINE-SILTY, MIXED, MESIC CUMULIC
HAPLAQUOLL

REVISED TO : ; FINE-SILTY, MIXED, MESIC CUMLIC ENDOAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 735, SAMPLES 92P 4488- 4495 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

92P4488S 0- 8 A1 100 100 100 100 100 100 100 99 94 80 54 37 26 98 96 89
83 78 0.03 0.015 \-- 52.2 0.6

92P4489S 8- 16 2A2 100 100 100 100 100 100 100 100 99 95 70 46 31 100 99
98 96 93 0.01 0.006 \-- 26.6 0.8

92P4490S 16- 21 2A3 100 100 100 100 100 100 100 100 99 95 67 45 31 100
99 98 96 93 0.01 0.007 \-- 30.4 0.7

92P4491S 21- 25 2A4 100 100 100 100 100 100 100 100 99 95 66 44 30 100
99 98 96 94 0.01 0.007 \-- 31.3 0.7

92P4492S 25- 35 2BG1 100 100 100 100 100 100 100 100 99 96 66 43 27 100
99 98 97 94 0.01 0.008 \-- 29.7 0.9

92P4493S 35- 40 2BG2 100 100 100 100 100 100 100 100 99 96 65 39 22 100
99 98 97 95 0.02 0.009 0.001 27.7 1.1

92P4494S 40- 61 2BG3 100 100 100 100 100 100 100 100 100 97 60 36 21 100
100 99 98 95 0.02 0.011 0.001 32.5 1.0

92P4495S 61- 79 3BW 100 99 99 98 98 93 88 81 62 18 6 4 2 77 67 46 22 14
0.40 0.284 0.032 12.4 1.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 1 \-- \-- 1 \-- \-- 1 99 1 \-- \-- 1 99 1.23 1.44 1.62 1.77 1.22
1.34 1.43 1.61 1.76 1.15 1.17

8- 16 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 0.98 1.24 1.51
1.61 0.98 1.13 1.24 1.50 1.61 1.70 1.70

16- 21 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.23 1.46
1.62 1.77 1.23 1.34 1.46 1.63 1.77 1.15 1.15

21- 25 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.28 1.51 1.64
1.80 1.28 1.38 1.51 1.64 1.80 1.07 1.07

25- 35 TR \-- \-- \-- \-- TR \-- 100 \-- \-- TR \-- 100 1.30 1.44 1.68
1.81 1.30 1.38 1.44 1.68 1.81 1.04 1.04

35- 40 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.30 1.42 1.69
1.81 1.30 1.37 1.42 1.69 1.81 1.04 1.04

40- 61 TR \-- \-- \-- \-- \-- TR 100 \-- \-- \-- TR 100 1.29 1.42 1.70
1.80 1.29 1.37 1.42 1.70 1.80 1.05 1.05

61- 79 19 \-- \-- 19 2 10 7 81 19 2 10 7 81 1.59

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-004 PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND VAR(D) ; FINE-SILTY, MIXED, MESIC CUMULIC
HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 735, SAMPLE 92P 4488-
4495

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 1 \-- \-- 1 \-- \-- 1 100 10 24 12 15 39 0.62 1.38 1.08 0.58 0.208
3.2 5.4 3.2 5.4 0.21 0.21

8- 16 \-- \-- \-- \-- \-- \-- \-- 100 2 23 11 10 53 2.04 1.69 0.80 0.268
4.9 8.2 4.9 8.2 0.29 0.29

16- 21 \-- \-- \-- \-- \-- \-- \-- 100 3 29 14 15 39 0.70 1.47 1.24 0.60
0.193 2.9 5.9 2.9 5.9 0.17 0.17

21- 25 TR \-- \-- \-- \-- \-- TR 100 3 31 15 16 36 0.64 1.25 1.07 0.57
0.189 2.5 5.7 2.5 5.7 0.14 0.14

25- 35 TR \-- \-- \-- \-- TR \-- 100 3 33 13 13 38 0.59 1.14 0.99 0.52
0.129 2.0 3.5 2.0 3.5 0.19 0.19

35- 40 TR \-- \-- \-- \-- \-- TR 100 2 36 11 12 39 0.56 1.30 1.01 0.59
0.135 1.8 3.0 1.8 3.0 0.22 0.22

40- 61 TR \-- \-- \-- \-- \-- TR 100 3 36 10 10 41 0.53 1.24 0.99 0.62
0.161 2.0 3.3 2.0 3.3 0.25 0.25

61- 79 11 \-- \-- 11 1 6 4 89 40 7 1 40 0.63 11.83 1.38 0.88

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 1 1 1 29 70 35 1 4 9 9 7 33 38 35 SIL SIL 21.6 52.4 26.0 5.6

8- 16 10 90 44 TR 1 2 3 3 34 56 44 SIL SICL 6.6 62.8 30.6 6.0

16- 21 10 90 44 TR 1 2 3 4 38 52 44 SIL SICL 6.9 62.6 30.5 6.2

21- 25 8 92 43 TR 1 2 2 3 40 52 43 SIL SICL 5.9 64.0 30.1 6.3

25- 35 8 92 37 TR 1 2 2 4 38 54 37 SIL SICL 6.1 66.8 27.1 6.6

35- 40 6 94 29 TR 1 1 1 2 40 54 29 SIL SIL 4.6 73.1 22.3 7.2

40- 61 7 93 26 TR TR 1 1 5 44 50 26 SIL SIL 5.3 74.2 20.5 7.2

61- 79 19 19 17 68 12 2 6 12 26 31 10 10 5 2 SL LS 82.8 14.8 2.4 7.5

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.83 3.83

0-40 0.52 5.28

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-004 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : NERSTRAND VAR(D) ; FINE-SILTY, MIXED, MESIC CUMULIC
HAPLAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 735, SAMPLES 92P 4488- 4495 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

92P4488 1 0.10 0.52 0.03 0.18 22.7

92P4489 2 0.11 0.64 0.05 0.24 32.3

92P4490 3 0.07 0.31 0.04 0.22 24.5

92P4491 4 0.06 0.23 0.04 0.20 22.9

92P4492 5 0.03 0.13 0.04 0.16 22.0

92P4493 6 0.03 0.14 0.04 0.11 21.4

92P4494 7 20.9

92P4495 8 3.4

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-005 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : EPSOM ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLAQUOLL

REVISED TO : ; FINE-LOAMY, MIXED, MESIC VERTIC ENDOAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 736, SAMPLES 92P 4496- 4503 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

92P4496S 0- 10 A1 30.9 66.9 2.2 21.1 43.4 23.5 1.2 0.5 0.3 0.2 TR TR \--
\-- 1 \--

92P4497S 10- 25 A2 34.8 63.4 1.8 23.2 45.9 17.5 0.9 0.3 0.3 0.2 0.1 TR
TR \-- 1 \--

92P4498S 25- 36 2A3 30.9 64.5 4.6 21.5 41.4 23.1 3.0 0.9 0.4 0.2 0.1 TR
TR \-- 2 \--

92P4499S 36- 63 A4 30.9 60.7 8.4 19.1 38.1 22.6 2.8 2.4 2.1 0.8 0.3 TR
TR \-- 6 \--

92P4500S 63- 75 2BG1 24.6 51.1 24.3 18.9 29.3 21.8 4.7 7.2 7.1 3.4 1.9 1
1 6 26 8

92P4501S 75-104 2BG2 24.4 52.2 23.4 15.9 28.5 23.7 3.8 4.5 6.4 5.6 3.1 2
4 4 28 10

92P4502S 104-132 3C1 4.0 12.0 84.0 2.6 4.8 7.2 8.4 22.5 28.5 16.0 8.6 7
18 24 88 49

92P4503S 132-170 4C2 28.1 35.9 36.0 16.0 19.8 16.1 8.6 12.6 8.9 3.7 2.2
1 1 TR 29 2

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3a 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A3a 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 10 6.94 1.0 0.1 TR 1.39 0.78 0.81 1.03 0.083 50.5 24.1 0.21

10- 25 5.79 1.2 0.2 TR 1.30 0.72 0.95 1.31 0.113 42.3 24.9 0.17

25- 36 4.71 1.1 0.1 TR 1.34 0.68 1.01 1.32 0.093 47.5 20.9 0.27

36- 63 6.24 0.4 0.1 TR 1.64 0.81 0.87 1.26 0.131 62.9 25.0 0.33

63- 75 0.95 1.5 0.1 0.1 1.17 0.52 1.55 1.83 0.054 24.1 12.9 0.17

75-104 0.30 1.6 0.1 0.1 0.99 0.53 1.57 1.85 0.052 27.6 12.9 0.22

104-132 0.11 2.4 0.1 0.1 1.30 1.00 4.0

132-170 0.29 2.6 0.1 0.1 0.51 0.46 1.68 1.91 0.043 18.9 13.0 0.10

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 28 PCT .1-75MM 16

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-005 PRINT DATE 05/08/00

SAMPLED AS : EPSOM ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 736, SAMPLE 92P 4496-
4503

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS NAF
CACL2 H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1d 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 10 35.5 8.6 0.2 0.6 44.9 15.4 60.3 42.9 74 100 8.2 6.6 6.8

10- 25 34.4 8.7 0.2 0.3 43.6 8.7 52.3 45.4 83 96 8.3 6.4 6.8

25- 36 32.8 7.9 0.2 0.4 41.3 8.5 49.8 41.5 83 100 8.5 6.4 6.8

36- 63 40.7 11.2 0.2 0.3 52.4 9.5 61.9 50.7 85 100 8.3 6.4 6.8

63- 75 24.9 6.8 0.1 0.2 32.0 1.8 33.8 28.9 95 100 8.9 6.9 7.4

75-104 19.5 6.5 0.2 0.3 26.5 1.1 27.6 24.1 96 100 9.2 7.2 7.5

104-132 5.4 1.4 0.1 0.1 7.0 0.8 7.8 5.2 90 100 6.8 7.4

132-170 12.3 3.6 0.1 0.3 16.3 1.0 17.3 14.3 94 100 6.8 7.3

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-005 PRINT DATE 05/08/00

SAMPLED AS : EPSOM ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 736, SAMPLE 92P 4496-
4503

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

92P4496 TCLY MT 3 KK 2 MI 2 QZ 1 12.0 7.4 1.1 MONT

92P4497 TCLY MT 3 KK 2 MI 2 14.0 9.2 1.2 MONT

92P4498 TCLY MT 3 KK 2 MI 1 QZ 1 16.0 8.3 1.0 MONT

92P4499 TCLY MT 4 KK 3 MI 1 QZ 1 15.0 8.9 1.0 MONT

92P4500 TCLY MT 4 KK 2 MI 1 QZ 1 18.0 9.4 0.9 MONT

92P4501 TCLY MT 4 KK 2 MI 2 QZ 1 17.0 11.0 1.1 MONT

92P4502 TCLY MT 4 KK 2 MI 2 VR 1 QZ 1 10.0 15.7 1.2 MONT

92P4503 TCLY MT 4 KK 3 MI 2 GE 1 QZ 1 21.0 10.9 1.7 MONT

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - SAND - SILT MINERALOGY
(2.0-0.002mm) - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - OPTICAL - - - - - - - - \>\< \> INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\>TOT RE\< - - - - - GRAIN
COUNT - - - - - -\>\< \> PRETA

\< - - - - 7A2i - - - - \>\< - 7A3b - \>\< - 7A4b - \>\< - - - - - - - -
7B1a - - - - - - - - -\>\< \> TION

NUMBER \< - -\>\< - - - Peak Size - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - - - - - - - -\>\< -
-\>

92P4496 CSi 75 QZ66 FK17 CD 5 OW 3 PO 2 OP 2 SMIX

92P4496 CSi MS 2 HN 1 PR 1 BT 1 FPtr ZRtr

92P4496 CSi GStr GNtr CAtr

92P4497 CSi 71 QZ62 FK24 CD 6 OP 2 PR 2 MS 1 SMIX

92P4497 CSi FP 1 OW 1 PO 1 HN 1 FEtr BTtr

92P4497 CSi TMtr GNtr CAtr CLtr GStr

92P4498 CSi 71 QZ61 FK22 CD 5 PO 2 FE 2 MS 2 SMIX

92P4498 CSi FP 1 HN 1 PR 1 OW 1 OP 1 GStr

92P4498 CSi GNtr ZRtr TMtr

92P4499 CSi 68 QZ59 FK25 CD 4 PR 3 FE 2 OP 2 SMIX

92P4499 CSi OW 2 HN 1 PO 1 MS 1 FPtr GNtr

92P4499 CSi BTtr CLtr TMtr ZRtr GStr

92P4500 CSi 63 QZ56 FK29 CD 4 HN 3 OW 2 PR 2 SMIX

92P4500 CSi MS 1 PO 1 FP 1 OP 1 FE 1 BT 1

92P4500 CSi TMtr GNtr

92P4501 CSi 71 QZ60 FK20 CD 8 FE 3 BT 2 MS 2 SMIX

92P4501 CSi OW 2 PR 1 HN 1 FP 1 OPtr POtr

92P4501 CSi ZRtr GNtr CLtr

92P4502 FS 77 QZ68 BT11 FK 7 CD 4 FE 3 PR 3 SMIX

92P4502 FS OP 2 FP 1 HN 1 GNtr MStr

92P4503 CSi 73 QZ68 FK20 CD 3 PR 3 HN 2 MS 2 SMIX

92P4503 CSi FP 1 FE 1 OP 1 OWtr BTtr TMtr

92P4503 CSi GNtr POtr

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-005 PRINT DATE 05/08/00

SAMPLED AS : EPSOM ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 736, SAMPLE 92P 4496-
4503

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm CSi Coarse Silt, 0.02-0.05mm FS Fine Sand,
0.1-0.25mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MI mica QZ quartz FK potas feldsp CD
chalcedony

OW oth-weath mn PO plant opal OP opaques MS muscovite HN hornblende PR
pyroxene

BT biotite FP plag-feldspa ZR zircon GS glass GN garnet CA calcite

FE iron oxides TM tourmaline CL chlorite VR vermiculite GE goethite

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

MONT = Montmorillonitic SMIX = Mixed - Sand

PEDON MINERALOGY

BASED ON SAND/SILT: Mixed

BASED ON CLAY: Montmorillonitic

FAMILY MINERALOGY: Mixed

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-005 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : EPSOM ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLAQUOLL

REVISED TO : ; FINE-LOAMY, MIXED, MESIC VERTIC ENDOAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 736, SAMPLES 92P 4496- 4503 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

92P4496S 0- 4 A1 100 100 100 100 100 100 100 100 100 98 74 48 31 100 100
99 99 98 0.01 0.006 \-- 22.2 0.9

92P4497S 4- 10 A2 100 100 100 100 100 100 100 100 100 99 81 53 35 100
100 99 99 98 0.01 0.004 \-- 18.3 0.8

92P4498S 10- 14 2A3 100 100 100 100 100 100 100 100 100 97 72 47 31 100
100 99 98 95 0.01 0.006 \-- 23.9 0.8

92P4499S 14- 25 A4 100 100 100 100 100 100 100 100 98 93 69 46 31 100 99
97 94 92 0.01 0.006 \-- 27.6 0.7

92P4500S 25- 29 2BG1 100 98 97 95 94 94 93 92 85 72 50 33 23 90 87 81 74
70 0.03 0.020 0.001 58.2 0.8

92P4501S 29- 41 2BG2 100 99 98 97 96 94 92 90 81 71 48 32 22 87 82 76 72
69 0.03 0.022 0.001 59.7 0.9

92P4502S 41- 52 3C1 100 93 88 81 76 67 58 51 35 11 4 3 2 47 38 24 12 8
5.49 1.708 0.067 81.5 0.3

92P4503S 52- 67 4C2 100 100 100 100 100 100 99 98 90 67 47 35 28 96 92
83 71 63 0.04 0.024 \-- 92.5 0.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 4 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 0.81 1.03 1.22
1.50 0.81 0.93 1.03 1.22 1.50 2.27 2.27

4- 10 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 0.95 1.31 1.35 1.59
0.95 1.11 1.31 1.35 1.59 1.79 1.79

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.01 1.32
1.49 1.63 1.01 1.20 1.32 1.49 1.63 1.62 1.62

14- 25 TR \-- \-- \-- \-- TR TR 100 \-- \-- TR TR 100 0.87 1.26 1.42
1.54 0.87 1.12 1.26 1.42 1.54 2.05 2.05

25- 29 8 \-- \-- 8 6 1 1 92 8 6 1 1 92 1.60 1.88 1.95 2.00 1.55 1.70
1.83 1.92 1.97 0.66 0.71

29- 41 10 \-- \-- 10 4 4 2 90 10 4 4 2 90 1.64 1.91 2.05 2.02 1.57 1.73
1.85 2.00 1.98 0.62 0.69

41- 52 49 \-- \-- 49 24 18 7 51 49 24 18 7 51 1.87

52- 67 2 \-- \-- 2 TR 1 1 98 2 TR 1 1 98 1.70 1.93 2.02 2.06 1.68 1.76
1.91 2.00 2.05 0.56 0.58

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-005 PRINT DATE 05/08/00

SAMPLED AS : EPSOM ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 92P 736, SAMPLE 92P 4496-
4503

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 4 \-- \-- \-- \-- \-- \-- \-- 100 1 21 9 28 41 0.68 1.95 1.39 0.78
0.269 4.7 8.3 4.7 8.3 0.21 0.21

4- 10 TR \-- \-- \-- \-- TR TR 100 1 23 12 24 40 0.67 1.50 1.30 0.72
0.325 5.3 11.3 5.3 11.3 0.17 0.17

10- 14 \-- \-- \-- \-- \-- \-- \-- 100 2 25 12 14 48 0.70 1.61 1.34 0.68
0.301 5.6 9.3 5.9 9.3 0.27 0.27

14- 25 TR \-- \-- \-- \-- TR TR 100 3 20 10 12 55 0.62 2.00 1.64 0.81
0.424 8.8 13.1 8.8 13.1 0.33 0.33

25- 29 5 \-- \-- 5 4 1 1 95 14 29 14 5 35 0.77 1.37 1.17 0.52 0.232 3.0
5.5 3.1 5.7 0.16 0.17

29- 41 6 \-- \-- 6 2 2 1 94 13 29 14 40 0.65 1.13 0.99 0.53 0.230 3.2
5.2 3.3 5.6 0.22 0.23

41- 52 35 \-- \-- 35 17 13 5 65 30 4 1 29 0.65 1.95 1.30 1.00

52- 67 1 \-- \-- 1 TR 1 1 99 22 22 17 4 32 0.57 0.62 0.51 0.46 0.157 1.5
4.3 1.6 4.4 0.10 0.10

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 4 3 97 45 TR TR 1 2 34 63 45 SIL SICL 2.2 66.9 30.9 6.6

4- 10 3 97 53 TR TR TR TR 1 27 70 53 SIL SICL 1.8 63.4 34.8 6.4

10- 14 7 93 45 TR TR 1 1 4 33 60 45 SIL SICL 4.6 64.5 30.9 6.4

14- 25 12 88 45 TR 1 3 3 4 33 55 45 SIL SICL 8.4 60.7 30.9 6.4

25- 29 10 10 3 29 61 29 3 5 9 10 6 29 39 33 SIL SIL 24.3 51.1 24.6 6.9

29- 41 13 13 8 27 60 28 4 7 8 6 5 31 38 32 SIL SIL 23.4 52.2 24.4 7.2

41- 52 50 50 26 44 6 2 9 17 30 23 9 7 5 4 LCOS LS 84.0 12.0 4.0 6.8

52- 67 3 3 3 49 49 38 3 5 12 18 12 22 28 39 SICL CL 36.0 35.9 28.1 6.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.06 6.43

0-40 0.11 5.82

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-005 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : EPSOM ; FINE-SILTY, MIXED, MESIC CUMULIC HAPLAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 92P 138, (CP92MN210) MN-RICE CO.-WET SOILS NATURAL
RESOURCES CONSERVATION SERVICE

\- PEDON 92P 736, SAMPLES 92P 4496- 4503 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

92P4496 1 0.10 0.40 0.04 0.20 33.0 86

92P4497 2 0.12 0.55 0.05 0.23 31.7 89

92P4498 3 0.09 0.57 0.04 0.20 29.0 90

92P4499 4 0.11 0.59 0.04 0.24 32.9 87

92P4500 5 0.04 0.09 0.03 0.14 20.6

92P4501 6 0.02 0.20 0.04 0.10 20.4

92P4502 7 5.1

92P4503 8 18.6

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-006 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY TYPIC ARGIUDOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 136, SAMPLES 93P 1182- 1190 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

93P1182S 0- 23 Ap 25.0 65.2 9.8 17.0 36.6 28.6 4.3 2.2 2.1 1.0 0.2 TR 1
2V 8 3

93P1183S 23- 41 Bt1 27.9 64.0 8.1 21.0 34.6 29.4 3.2 2.2 1.8 0.7 0.2 TR
TR 2V 7 2

93P1184S 41- 53 Bt2 27.6 63.0 9.4 20.3 32.5 30.5 3.7 2.1 1.8 1.3 0.5 TR
TR 2V 8 2

93P1185S 53- 74 Bt3 23.0 63.4 13.6 16.5 29.1 34.3 5.8 4.0 2.8 0.8 0.2 TR
1 11V 19 12

93P1186S 74- 94 Bt4 26.7 40.7 32.6 20.0 20.7 20.0 7.8 11.5 8.8 3.1 1.4 1
TR 8V 32 9

93P1187S 94-122 Bt5 20.1 35.2 44.7 12.2 17.7 17.5 9.2 17.0 11.6 4.2 2.7
1 1 15V 46 17

93P1188S 122-150 BCk1 17.9 37.3 44.8 5.9 0.9 19.9 17.4 10.0 15.9 11.9
4.7 2.3 4 2 14V 48 20

93P1189S 150-190 BCk2 18.6 36.4 45.0 12.9 18.7 17.7 10.3 15.6 11.9 4.9
2.3 3 3 8V 44 14

93P1190S 190-210 BC 23.5 37.2 39.3 13.7 21.2 16.0 9.8 13.0 9.8 4.8 1.9 1
1 8V 37 10

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 23 2.56 0.229 1.0 0.2 0.1 1.06 0.47 41 17 11.8

23- 41 0.54 0.049 1.0 0.2 0.1 0.84 0.41 11.5

41- 53 0.24 0.029 1.1 0.2 TR 0.84 0.42 44 26 1.30 1.48 0.044 24.9 11.5
0.17

53- 74 0.17 0.009 1.2 0.2 TR 0.82 0.42 1.41 1.54 0.028 21.9 9.7 0.16

74- 94 0.09 0.001 1.5 0.1 TR 0.73 0.39 35 21 1.61 1.78 0.032 16.5 10.3
0.09

94-122 0.04 1.2 0.1 TR 0.68 0.39 1.70 1.80 0.017 14.5 7.8 0.10

122-150 0.03 1.0 TR TR 0.63 0.38 1.81 1.90 0.014 13.4 6.8 0.10

150-190 0.03 1.0 TR TR 0.58 0.43 26 14 8.0

190-210 0.01 1.7 TR TR 0.48 0.45 1.87 1.98 0.018 13.4 10.6 0.05

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 26 PCT .1-75MM 20

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-006 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 136, SAMPLE 93P 1182-
1190

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 23 17.9 4.9 TR 0.2 23.0 10.6 33.6 26.5 68 87 5.1 5.6

23- 41 14.4 5.5 0.1 0.2 20.2 6.8 27.0 23.4 75 86 5.1 6.0

41- 53 14.3 6.2 0.1 0.2 20.8 5.7 26.5 23.2 78 90 5.3 6.1

53- 74 10.8 4.8 0.1 0.1 15.8 6.3 0.2 22.1 18.9 16.0 1 71 84 4.7 5.6

74- 94 13.0 5.6 TR 0.1 18.7 2.2 20.9 19.4 89 96 6.0 6.7

94-122 11.7 4.3 0.3 0.2 16.5 0.7 17.2 13.7 96 100 TR 7.0 7.6

122-150 5.9 0.1 0.1 11.2 100 100 10 7.4 8.1

150-190 5.4 TR 0.1 10.7 100 100 12 7.4 8.1

190-210 5.4 0.1 0.2 11.3 100 100 8 7.4 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS V= 75-20mm FROM VOLUME ESTIMATES

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-006 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 136, SAMPLE 93P 1182-
1190

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

93P1182 TCLY MT 3 KK 2 VC 1 MI 1 QZ 1 15.0 8.4 0.9

93P1184 TCLY MT 4 KK 3 MI 1 QZ 1 17.0 10.2 0.8

93P1186 TCLY MT 4 KK 3 MI 2 GE 2 VC 1 19.0 11.7 1.0

93P1189 TCLY MT 4 KK 3 MI 2 GE 2 CA 1 15.0 10.4 1.7

93P1189 TCLY VC 1

93P1190 TCLY MT 3 KK 3 MI 2 CA 1 HE 1 18.0 11.2 1.7

93P1190 TCLY QZ 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - SAND - SILT MINERALOGY
(2.0-0.002mm) - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - OPTICAL - - - - - - - - \>\< \> INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\>TOT RE\< - - - - - GRAIN
COUNT - - - - - -\>\< \> PRETA

\< - - - - 7A2i - - - - \>\< - 7A3 - \>\< - 7A4b - \>\< - - - - - - - -
7B1a - - - - - - - - -\>\< \> TION

NUMBER \< - -\>\< - - - Peak Size - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - - - - - - - -\>\< -
-\>

93P1184 CSi 62 QZ54 FK24 CD 6 PR 5 OW 4 OP 2

93P1184 CSi FP 1 BT 1 HN 1 MS 1 POtr FEtr

93P1184 CSi GStr GNtr ZRtr TMtr GLtr

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm CSi Coarse Silt, 0.02-0.05mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite VC verm-chlorit MI mica QZ quartz FK potas
feldsp

CD chalcedony PR pyroxene OW oth-weath mn OP opaques FP plag-feldspa BT
biotite

HN hornblende MS muscovite PO plant opal FE iron oxides GS glass GN
garnet

ZR zircon TM tourmaline GL glauconite GE goethite CA calcite HE hematite

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

PEDON MINERALOGY

BASED ON SAND/SILT:

BASED ON CLAY:

FAMILY MINERALOGY:

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-006 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY TYPIC ARGIUDOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 136, SAMPLES 93P 1182- 1190 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

93P1182S 0- 9 Ap 100 99 99 98 98 98 97 97 95 90 60 38 24 97 96 94 92 87
0.02 0.011 0.001 41 17 39.0 0.8

93P1183S 9- 16 Bt1 100 99 99 98 98 98 98 98 97 92 61 41 27 98 97 95 93
90 0.02 0.009 \-- 39.6 0.7

93P1184S 16- 21 Bt2 100 99 99 98 98 98 98 98 96 91 59 40 27 98 96 94 92
89 0.02 0.011 \-- 44 26 44.2 0.6

93P1185S 21- 29 Bt3 100 97 95 91 89 89 89 89 87 80 46 31 20 89 88 86 82
77 0.03 0.022 0.001 48.9 1.2

93P1186S 29- 37 Bt4 100 98 96 94 92 92 92 91 85 65 43 32 24 90 87 79 68
61 0.05 0.028 0.001 35 21 90.6 0.7

93P1187S 37- 48 Bt5 100 96 93 88 85 85 84 83 75 50 31 23 17 81 77 68 54
46 0.15 0.073 0.001 \>100 2.1

93P1188S 48- 59 BCk1 100 96 93 89 86 85 84 80 72 49 30 21 14 78 74 65 52
44 0.18 0.083 0.001 \>100 2.1

93P1189S 59- 75 BCk2 100 98 96 94 92 91 89 86 77 52 32 22 16 84 80 70 56
47 0.13 0.062 0.001 26 14 \>100 2.0

93P1190S 75- 83 BC 100 98 96 94 92 92 91 90 82 60 40 29 21 88 84 75 63
55 0.08 0.037 0.001 \>100 0.7

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 9 3 \-- \-- 3 2 1 TR 97 3 2 1 TR 97 1.47

9- 16 2 \-- \-- 2 2 TR \-- 98 2 2 TR \-- 98 1.46

16- 21 2 \-- \-- 2 2 TR TR 98 2 2 TR TR 98 1.31 1.49 1.62 1.82 1.30 1.41
1.48 1.62 1.81 1.02 1.04

21- 29 11 \-- \-- 11 11 TR TR 89 11 11 TR TR 89 1.49 1.62 1.79 1.93 1.41
1.49 1.54 1.72 1.88 0.78 0.88

29- 37 9 \-- \-- 9 8 TR 1 91 9 8 TR 1 91 1.67 1.83 1.92 2.04 1.61 1.69
1.78 1.88 2.00 0.59 0.65

37- 48 17 \-- \-- 17 15 1 1 83 17 15 1 1 83 1.81 1.90 2.03 2.13 1.70
1.75 1.80 1.95 2.06 0.46 0.56

48- 59 20 \-- \-- 20 14 2 4 80 20 14 2 4 80 1.93 2.01 2.14 2.20 1.81
1.86 1.90 2.05 2.13 0.37 0.46

59- 75 14 \-- \-- 14 8 3 3 86 14 8 3 3 86 1.55

75- 83 10 \-- \-- 10 8 1 1 90 10 8 1 1 90 1.93 2.04 2.16 2.20 1.87 1.90
1.98 2.12 2.16 0.37 0.42

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-006 PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY TYPIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 136, SAMPLE 93P 1182-
1190

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 9 2 \-- \-- 2 1 1 TR 98 5 35 13 45 11 0.68 1.35 1.06 0.47 0.116

9- 16 1 \-- \-- 1 1 TR \-- 99 4 34 15 45 11 0.75 0.97 0.84 0.41 0.100

16- 21 1 \-- \-- 1 1 TR TR 99 5 31 13 20 31 8 0.74 0.96 0.84 0.42 0.159
3.0 4.4 2.7 4.4 0.17 0.17

21- 29 6 \-- \-- 6 6 TR TR 94 7 32 11 14 30 18 0.72 0.96 0.82 0.42 0.130
1.8 2.8 1.9 3.0 0.16 0.17

29- 37 6 \-- \-- 6 5 TR 1 94 19 23 15 12 25 86 0.75 0.79 0.73 0.39 0.127
1.4 3.1 1.6 3.4 0.09 0.10

37- 48 12 \-- \-- 12 10 1 1 88 25 20 11 10 22 0.61 0.86 0.68 0.39 0.095
0.9 1.6 1.0 1.9 0.10 0.11

48- 59 15 \-- \-- 15 10 1 3 85 26 22 11 6 21 0.33 2.64 0.63 0.38 0.089
0.7 1.4 0.9 1.6 0.10 0.12

59- 75 8 \-- \-- 8 5 2 2 92 23 19 9 41 0.69 2.43 0.58 0.43 0.097

75- 83 7 \-- \-- 7 6 1 1 93 25 24 15 4 23 0.58 1.91 0.48 0.45 0.081 0.5
1.9 0.5 1.9 0.05 0.05

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 9 4 4 1 13 84 32 TR 1 3 3 6 38 49 33 SIL SIL 9.8 65.2 25.0 5.1

9- 16 3 3 11 86 38 TR 1 2 3 4 41 48 39 SICL SICL 8.1 64.0 27.9 5.1

16- 21 3 3 13 85 37 1 2 2 3 5 42 45 38 SICL SICL 9.4 63.0 27.6 5.3

21- 29 14 14 15 71 26 TR 1 4 5 8 45 38 30 CL SIL 13.6 63.4 23.0 4.7

29- 37 12 12 1 39 49 32 2 4 12 16 11 27 28 36 CL L 32.6 40.7 26.7 6.0

37- 48 20 20 2 45 35 20 3 5 15 21 12 22 22 25 CL L 44.7 35.2 20.1 7.0

48- 59 23 23 7 42 35 17 3 6 14 19 12 21 24 22 CL L 44.8 37.3 17.9 7.4

59- 75 17 17 7 46 37 19 3 6 15 19 13 22 23 23 L L 45.0 36.4 18.6 7.4

75- 83 13 13 3 45 42 27 2 6 13 17 13 21 28 31 CL L 39.3 37.2 23.5 7.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.39 2.56

0-40 0.35 1.70

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-006 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : DINSDALE ; FINE-SILTY TYPIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 136, SAMPLES 93P 1182- 1190 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

93P1182 1 20.0

93P1183 2 18.8

93P1184 3 18.8

93P1185 4 \-- 15.1

93P1186 5 15.4

93P1187 6 13.1

93P1188 7 12.8

93P1189 8 12.3

93P1190 9 14.7

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-007 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : KLINGER ; FINE-LOAMY AQUIC ARGIUDOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 137, SAMPLES 93P 1191- 1198 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

93P1191S 0- 25 Ap 22.1 64.4 13.5 19.9 34.3 30.1 3.6 4.0 4.1 1.5 0.3 TR
TR 2V 12 2

93P1192S 25- 38 Bt1 30.9 61.2 7.9 14.7 33.0 28.3 3.5 2.3 1.5 0.5 0.1 TR
TR 2V 6 2

93P1193S 38- 53 Bt2 22.3 47.6 30.1 13.1 21.9 25.7 8.2 11.4 7.6 1.9 1.0 1
3 2V 27 6

93P1194S 53- 71 Bt3 19.8 29.7 50.5 16.1 15.3 14.4 11.6 20.8 12.1 4.3 1.7
1 1 18V 51 20

93P1195S 71- 91 Bt4 24.1 31.7 44.2 8.2 16.8 14.9 10.0 16.3 11.6 4.4 1.9
2 1 8V 41 11

93P1196S 91-109 Bt5 19.3 39.6 41.1 8.2 22.3 17.3 9.7 15.3 9.9 4.3 1.9 2
2 7V 39 11

93P1197S 109-168 BtK 19.2 36.9 43.9 8.8 20.3 16.6 10.3 15.4 11.3 4.6 2.3
2 2 12V 44 16

93P1198S 168-206 BC1 20.6 36.8 42.6 10.8 18.7 18.1 9.5 14.5 11.6 5.3 1.7
2 1 9V 41 12

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 25 2.43 0.224 0.8 0.1 0.1 0.96 0.53 42 22 1.43 1.54 0.025 20.6 11.8
0.12

25- 38 0.33 0.008 1.1 0.2 TR 0.83 0.44 1.37 1.57 0.046 23.1 13.6 0.13

38- 53 0.20 \-- 1.2 0.1 TR 0.80 0.40 34 19 1.48 1.63 0.032 16.4 8.9 0.11

53- 71 0.12 \-- 1.2 0.1 TR 0.66 0.34 1.61 1.71 0.017 13.5 6.7 0.10

71- 91 0.12 0.002 1.1 0.1 TR 0.66 0.37 33 19 1.63 1.77 0.026 17.4 8.9
0.13

91-109 0.03 \-- 1.0 TR TR 0.58 0.36 1.83 1.92 0.015 13.2 6.9 0.11

109-168 0.04 1.1 0.1 TR 0.57 0.38 1.87 1.94 0.011 12.1 7.3 0.08

168-206 0.02 1.1 0.1 TR 0.57 0.39 1.90 1.97 0.011 12.1 8.1 0.07

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25- 75: PCT CLAY 24 PCT .1-75MM 31

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-007 PRINT DATE 05/08/00

SAMPLED AS : KLINGER ; FINE-LOAMY AQUIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 137, SAMPLE 93P 1191-
1198

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 25 20.3 4.3 TR 0.5 25.1 4.6 29.7 21.3 85 100 6.3 6.6

25- 38 18.9 5.5 0.1 0.3 24.8 4.0 28.8 25.5 86 97 6.3 7.1

38- 53 12.7 4.3 TR 0.2 17.2 2.1 19.3 17.8 89 97 6.3 7.1

53- 71 9.2 3.4 TR TR 12.6 1.3 13.9 13.0 91 97 6.3 7.1

71- 91 11.6 4.4 TR 0.2 16.2 1.6 17.8 15.8 91 100 6.5 7.2

91-109 5.1 TR 0.2 11.2 100 100 13 7.4 8.1

109-168 4.1 TR TR 11.0 100 100 11 7.4 8.1

168-206 5.8 0.1 0.1 11.8 100 100 9 7.4 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS V= 75-20mm FROM VOLUME ESTIMATES

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-007 PRINT DATE 05/08/00

SAMPLED AS : KLINGER ; FINE-LOAMY AQUIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 137, SAMPLE 93P 1191-
1198

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

93P1191 TCLY MT 3 KK 3 MM 2 MI 2 QZ 1 12.0 7.4 1.0

93P1193 TCLY MT 4 KK 3 MI 2 MM 2 17.0 10.9 1.1

93P1195 TCLY MT 4 KK 3 MI 2 MM 1 QZ 1 18.0 11.3 1.4

93P1197 TCLY MT 3 KK 3 MI 2 CA 2 MM 1 16.0 10.9 1.4

93P1197 TCLY QZ 1

93P1198 TCLY MT 4 KK 3 MI 2 CA 1 MM 1 16.0 11.0 1.4

93P1198 TCLY QZ 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MM mont-mica MI mica QZ quartz CA calcite

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

PEDON MINERALOGY

BASED ON SAND/SILT:

BASED ON CLAY:

FAMILY MINERALOGY:

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-007 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : KLINGER ; FINE-LOAMY AQUIC ARGIUDOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 137, SAMPLES 93P 1191- 1198 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

93P1191S 0- 10 Ap 100 99 99 98 98 98 98 98 95 87 55 35 22 98 96 92 88 85
0.02 0.014 0.001 42 22 40.0 0.9

93P1192S 10- 15 Bt1 100 99 99 98 98 98 98 98 97 92 63 43 30 98 97 96 94
90 0.02 0.008 \-- 38.8 0.5

93P1193S 15- 21 Bt2 100 99 99 98 98 97 95 94 89 70 42 29 21 93 91 84 73
66 0.04 0.028 0.001 34 19 67.1 1.3

93P1194S 21- 28 Bt3 100 95 91 86 82 82 81 80 73 45 28 21 16 79 75 66 49
40 0.18 0.106 0.001 \>100 3.4

93P1195S 28- 36 Bt4 100 98 96 94 92 92 91 89 81 55 36 27 21 87 83 73 59
50 0.11 0.051 0.001 33 19 \>100 0.9

93P1196S 36- 43 Bt5 100 98 97 94 93 92 91 89 81 57 37 25 17 87 83 75 61
52 0.09 0.043 0.001 \>100 1.1

93P1197S 43- 66 BtK 100 97 94 91 88 87 86 84 76 52 33 23 16 82 78 69 56
47 0.13 0.063 0.001 \>100 1.5

93P1198S 66- 81 BC1 100 97 96 93 91 91 90 88 79 55 35 25 18 87 82 72 59
51 0.11 0.049 0.001 \>100 1.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 10 2 \-- \-- 2 2 TR TR 98 2 2 TR TR 98 1.45 1.56 1.74 1.90 1.43 1.48
1.54 1.72 1.89 0.83 0.85

10- 15 2 \-- \-- 2 2 TR TR 98 2 2 TR TR 98 1.38 1.58 1.70 1.86 1.37 1.47
1.57 1.69 1.85 0.92 0.93

15- 21 6 \-- \-- 6 2 3 1 94 6 2 3 1 94 1.51 1.66 1.74 1.94 1.48 1.56
1.63 1.72 1.92 0.76 0.79

21- 28 20 \-- \-- 20 18 1 1 80 20 18 1 1 80 1.75 1.84 1.94 2.09 1.61
1.67 1.71 1.83 2.00 0.51 0.65

28- 36 11 \-- \-- 11 8 1 2 89 11 8 1 2 89 1.70 1.84 1.96 2.06 1.63 1.71
1.77 1.91 2.02 0.56 0.63

36- 43 11 \-- \-- 11 7 2 2 89 11 7 2 2 89 1.89 1.98 2.12 2.18 1.83 1.88
1.92 2.07 2.14 0.40 0.45

43- 66 16 \-- \-- 16 12 2 2 84 16 12 2 2 84 1.97 2.03 2.17 2.23 1.87
1.90 1.94 2.10 2.16 0.35 0.42

66- 81 12 \-- \-- 12 9 1 2 88 12 9 1 2 88 1.97 2.04 2.19 2.23 1.90 1.93
1.97 2.13 2.18 0.35 0.39

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-007 PRINT DATE 05/08/00

SAMPLED AS : KLINGER ; FINE-LOAMY AQUIC ARGIUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 137, SAMPLE 93P 1191-
1198

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 10 1 \-- \-- 1 1 TR TR 99 7 34 12 16 29 11 0.90 1.34 0.96 0.53 0.113
1.1 2.5 1.2 2.5 0.12 0.13

10- 15 1 \-- \-- 1 1 TR TR 99 4 31 16 16 32 41 0.48 0.93 0.83 0.44 0.149
2.4 4.6 2.4 4.6 0.13 0.13

15- 21 3 \-- \-- 3 1 2 1 97 16 26 12 20 23 0.59 0.87 0.80 0.40 0.148 1.9
3.2 1.8 3.3 0.11 0.11

21- 28 13 \-- \-- 13 12 1 1 87 26 15 10 15 19 0.81 0.70 0.66 0.34 0.101
0.9 1.7 1.2 2.0 0.09 0.11

28- 36 7 \-- \-- 7 5 1 1 93 25 18 14 11 25 61 0.34 0.74 0.66 0.37 0.116
1.5 2.7 1.6 2.8 0.13 0.14

36- 43 8 \-- \-- 8 5 1 1 92 26 25 12 6 23 0.42 2.33 0.58 0.36 0.083 0.9
1.6 0.9 1.6 0.11 0.12

43- 66 12 \-- \-- 12 9 2 2 88 28 23 12 6 20 0.46 1.85 0.57 0.38 0.063
0.5 1.0 0.5 1.2 0.08 0.09

66- 81 9 \-- \-- 9 7 1 1 91 28 24 13 4 22 0.52 2.10 0.57 0.39 0.058 0.5
1.2 0.5 1.2 0.07 0.08

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 10 3 3 17 81 28 TR 2 5 5 5 39 44 28 SICL SIL 13.5 64.4 22.1 6.3

10- 15 3 3 11 86 43 TR 1 2 3 5 41 48 45 SICL SICL 7.9 61.2 30.9 6.3

15- 21 8 8 5 36 57 27 1 2 10 15 11 33 28 29 SICL L 30.1 47.6 22.3 6.3

21- 28 24 24 2 48 28 19 2 5 15 26 14 18 19 25 CL L 50.5 29.7 19.8 6.3

28- 36 14 14 4 50 36 27 3 6 15 21 13 20 22 32 CL L 44.2 31.7 24.1 6.5

36- 43 13 13 5 44 43 21 2 5 12 19 12 21 28 24 CL L 41.1 39.6 19.3 7.4

43- 66 19 19 5 44 37 19 3 6 14 19 13 21 25 24 CL L 43.9 36.9 19.2 7.4

66- 81 15 15 4 46 40 22 2 7 15 18 12 23 24 26 CL L 42.6 36.8 20.6 7.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.61 2.43

0-40 0.53 1.63

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-007 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : KLINGER ; FINE-LOAMY AQUIC ARGIUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 137, SAMPLES 93P 1191- 1198 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

93P1191 1 18.0

93P1192 2 19.8

93P1193 3 14.3

93P1194 4 10.8

93P1195 5 14.1

93P1196 6 12.1

93P1197 7 12.5

93P1198 8 13.1

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-008 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MAXFIELD ; FINE-SILTY TYPIC ARGIUQUOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 138, SAMPLES 93P 1199- 1208 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

93P1199S 0- 15 A1 29.3 65.0 5.7 21.7 36.1 28.9 3.0 1.1 1.0 0.4 0.2 TR
\-- 2V 5 2

93P1200S 15- 28 A2 33.6 61.4 5.0 27.4 33.7 27.7 2.7 0.9 0.7 0.4 0.3 \--
\-- 2V 4 2

93P1201S 28- 43 Bt1 33.3 62.6 4.1 26.2 33.9 28.7 2.6 0.6 0.6 0.3 TR TR
TR 2V 3 2

93P1202S 43- 56 Bt2 30.0 66.4 3.6 21.8 35.7 30.7 2.3 0.5 0.5 0.3 TR \--
\-- \--V 1 \--

93P1203S 56- 81 Bt3 23.6 66.6 9.8 16.3 29.6 37.0 6.6 1.6 1.2 0.4 TR \--
TR 2V 5 2

93P1204S 81- 99 2BW 19.1 37.9 43.0 11.4 17.3 20.6 10.1 16.1 11.0 4.2 1.6
1 2 12V 43 15

93P1205S 99-119 2BK1 18.1 37.3 44.6 8.9 0.3 18.6 18.8 10.3 15.0 10.9 5.4
3.0 4 2 12V 46 18

93P1206S 119-189 2BK2 21.2 35.1 43.7 10.9 17.8 17.3 9.2 13.6 11.0 5.7
4.2 2 2 12V 45 16

93P1207S 189-241 2BC1 20.9 35.1 44.0 11.0 17.6 17.5 9.4 14.4 12.1 5.3
2.8 2 2 7V 42 11

93P1208S 241-274 2BC2 21.0 34.4 44.6 11.7 17.2 17.2 9.7 15.2 11.7 5.1
2.9 3 2 7V 43 12

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 15 5.88 0.456 0.7 0.1 0.1 1.61 0.70 63 26 1.15 1.42 0.072 30.3 20.6
0.11

15- 28 2.05 0.157 0.7 0.1 TR 1.13 0.52 1.36 1.67 0.070 25.5 17.6 0.11

28- 43 0.88 0.055 0.8 0.1 0.1 0.97 0.48 50 31 1.35 1.61 0.060 22.9 16.0
0.09

43- 56 0.52 0.026 0.9 0.1 0.1 0.94 0.44 1.39 1.60 0.048 23.8 13.3 0.15

56- 81 0.31 0.013 0.9 0.1 0.1 0.94 0.45 1.32 1.42 0.024 23.8 10.5 0.17

81- 99 0.10 \-- 1.0 0.1 0.1 0.68 0.37 1.69 1.79 0.017 15.3 7.0 0.13

99-119 0.03 \-- 0.9 TR TR 0.61 0.35 1.81 1.90 0.014 12.9 6.3 0.10

119-189 0.03 1.3 0.1 TR 0.58 0.34 28 15 1.85 1.97 0.019 13.4 7.3 0.10

189-241 0.04 1.3 0.1 TR 0.58 0.38 1.84 1.92 0.013 14.2 8.0 0.11

241-274 0.08 1.2 0.1 TR 0.56 0.37 1.84 1.93 0.015 14.2 7.8 0.11

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 26 PCT .1-75MM 14

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-008 PRINT DATE 05/08/00

SAMPLED AS : MAXFIELD ; FINE-SILTY TYPIC ARGIUQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 138, SAMPLE 93P 1199-
1208

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 15 33.4 9.7 0.2 0.3 43.6 10.5 54.1 47.1 81 93 6.0 6.3

15- 28 26.1 11.6 0.1 0.1 37.9 8.1 46.0 37.8 82 100 6.2 6.9

28- 43 21.3 10.0 TR 0.1 31.4 4.8 36.2 32.3 87 97 6.4 7.1

43- 56 18.6 9.4 TR 0.1 28.1 3.1 31.2 28.1 90 100 6.5 7.2

56- 81 15.3 7.3 TR 0.1 22.7 1.2 23.9 22.2 95 100 6.5 7.3

81- 99 9.3 TR TR 1.8 12.9 100 8 7.3 8.1

99-119 4.9 TR TR 11.0 100 100 16 7.3 8.1

119-189 5.7 TR TR 12.3 100 100 8 7.4 8.1

189-241 5.5 TR TR 12.1 100 100 6 7.4 8.1

241-274 6.2 TR TR 11.8 100 100 6 7.4 8.1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS V= 75-20mm FROM VOLUME ESTIMATES

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-008 PRINT DATE 05/08/00

SAMPLED AS : MAXFIELD ; FINE-SILTY TYPIC ARGIUQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 138, SAMPLE 93P 1199-
1208

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

93P1199 TCLY MT 3 KK 2 MM 1 MI 1 11.0 7.4 0.8

93P1201 TCLY MT 4 KK 2 MM 1 MI 1 QZ 1 13.0 7.4 0.9

93P1203 TCLY MT 4 KK 2 MI 2 MM 1 QZ 1 14.0 10.2 1.0

93P1206 TCLY MT 3 KK 3 MM 2 MI 2 GE 2 17.0 11.3 1.3

93P1206 TCLY CA 1 HE 1

93P1208 TCLY MT 3 KK 3 MI 2 GE 2 MM 2 17.0 10.7 2.0

93P1208 TCLY CA 1 HE 1 QZ 1

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MM mont-mica MI mica QZ quartz GE goethite

CA calcite HE hematite

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

PEDON MINERALOGY

BASED ON SAND/SILT:

BASED ON CLAY:

FAMILY MINERALOGY:

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-008 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MAXFIELD ; FINE-SILTY TYPIC ARGIUQUOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 138, SAMPLES 93P 1199- 1208 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

93P1199S 0- 6 A1 100 99 99 98 98 98 98 98 97 94 64 43 29 98 97 96 95 92
0.02 0.008 \-- 63 26 34.4 0.7

93P1200S 6- 11 A2 100 99 99 98 98 98 98 98 97 95 66 46 33 98 97 97 96 93
0.01 0.007 \-- 32.8 0.5

93P1201S 11- 17 Bt1 100 99 99 98 98 98 98 98 98 95 66 46 33 98 98 97 97
94 0.01 0.007 \-- 50 31 32.9 0.5

93P1202S 17- 22 Bt2 100 100 100 100 100 100 100 100 100 98 66 44 30 100
100 99 99 96 0.01 0.007 \-- 32.1 0.7

93P1203S 22- 32 Bt3 100 99 99 98 98 98 98 98 97 92 52 35 23 98 98 96 95
88 0.02 0.017 0.001 45.1 0.9

93P1204S 32- 39 2BW 100 97 94 91 88 88 87 86 79 54 31 22 16 85 81 72 58
49 0.12 0.054 0.001 \>100 2.8

93P1205S 39- 47 2BK1 100 97 94 91 88 87 86 82 73 50 30 21 15 80 75 66 54
45 0.16 0.073 0.001 \>100 2.6

93P1206S 47- 74 2BK2 100 97 94 91 88 87 86 84 73 52 33 24 18 80 76 66 55
47 0.15 0.064 0.001 28 15 \>100 1.6

93P1207S 74- 95 2BC1 100 98 97 94 93 92 91 89 79 55 34 25 19 87 82 71 58
50 0.11 0.051 0.001 \>100 1.5

93P1208S 95-108 2BC2 100 98 97 94 93 92 91 88 78 54 34 25 18 85 81 71 57
49 0.12 0.055 0.001 \>100 1.6

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 6 2 \-- \-- 2 2 \-- \-- 98 2 2 \-- \-- 98 1.16 1.43 1.51 1.72 1.15
1.25 1.42 1.50 1.72 1.28 1.30

6- 11 2 \-- \-- 2 2 \-- \-- 98 2 2 \-- \-- 98 1.37 1.68 1.71 1.85 1.36
1.48 1.67 1.71 1.85 0.93 0.95

11- 17 2 \-- \-- 2 2 \-- \-- 98 2 2 \-- \-- 98 1.36 1.62 1.66 1.85 1.35
1.45 1.61 1.66 1.84 0.95 0.96

17- 22 \-- \-- \-- \-- \-- \-- \-- 100 \-- \-- \-- \-- 100 1.39 1.60
1.72 1.87 1.39 1.50 1.60 1.72 1.87 0.91 0.91

22- 32 2 \-- \-- 2 2 TR \-- 98 2 2 TR \-- 98 1.33 1.43 1.64 1.83 1.32
1.39 1.42 1.63 1.82 0.99 1.01

32- 39 14 \-- \-- 14 12 1 1 86 14 12 1 1 86 1.79 1.88 2.02 2.11 1.69
1.75 1.79 1.95 2.05 0.48 0.57

39- 47 18 \-- \-- 18 12 2 4 82 18 12 2 4 82 1.92 2.00 2.13 2.20 1.81
1.86 1.90 2.04 2.13 0.38 0.46

47- 74 16 \-- \-- 16 12 2 2 84 16 12 2 2 84 1.94 2.05 2.15 2.21 1.85
1.92 1.97 2.10 2.15 0.37 0.43

74- 95 11 \-- \-- 11 7 2 2 89 11 7 2 2 89 1.90 1.98 2.15 2.18 1.84 1.88
1.92 2.10 2.15 0.39 0.44

95-108 12 \-- \-- 12 7 2 3 88 12 7 2 3 88 1.91 2.00 2.16 2.19 1.84 1.89
1.93 2.10 2.15 0.39 0.44

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-008 PRINT DATE 05/08/00

SAMPLED AS : MAXFIELD ; FINE-SILTY TYPIC ARGIUQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 138, SAMPLE 93P 1199-
1208

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 6 1 \-- \-- 1 1 \-- \-- 99 2 28 13 21 35 13 0.74 1.85 1.61 0.70 0.249
2.8 7.2 2.8 7.3 0.11 0.11

6- 11 1 \-- \-- 1 1 \-- \-- 99 3 31 17 14 34 13 0.82 1.37 1.13 0.52
0.211 2.8 7.0 2.9 7.1 0.11 0.11

11- 17 1 \-- \-- 1 1 \-- \-- 99 2 31 17 19 30 16 0.79 1.09 0.97 0.48
0.180 2.4 6.0 2.4 6.0 0.09 0.09

17- 22 \-- \-- \-- \-- \-- \-- \-- 100 2 35 16 15 33 20 0.73 1.04 0.94
0.44 0.160 2.6 4.8 2.6 4.8 0.15 0.15

22- 32 1 \-- \-- 1 1 TR \-- 99 5 33 12 19 31 24 0.69 1.01 0.94 0.45
0.106 1.7 2.4 1.7 2.5 0.17 0.18

32- 39 9 \-- \-- 9 8 1 1 91 25 22 11 9 23 0.60 1.96 0.68 0.37 0.099 1.1
1.6 1.2 1.9 0.13 0.14

39- 47 13 \-- \-- 13 9 1 3 87 26 22 11 7 21 0.49 2.33 0.61 0.35 0.088
0.9 1.4 0.9 1.6 0.10 0.12

47- 74 12 \-- \-- 12 9 1 1 88 27 22 13 6 21 0.51 2.12 0.58 0.34 0.099
1.0 1.9 1.2 2.1 0.10 0.11

74- 95 8 \-- \-- 8 5 1 1 92 29 23 14 3 25 0.53 2.07 0.58 0.38 0.067 0.7
1.4 0.7 1.4 0.10 0.11

95-108 9 \-- \-- 9 5 1 2 91 28 22 13 3 25 0.56 2.08 0.56 0.37 0.076 0.7
1.5 0.9 1.6 0.11 0.12

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 6 3 3 8 89 40 TR 1 1 2 4 41 51 41 SICL SICL 5.7 65.0 29.3 6.0

6- 11 3 3 7 90 49 TR 1 1 1 4 42 51 51 SICL SICL 5.0 61.4 33.6 6.2

11- 17 3 3 6 91 48 TR 1 1 4 43 51 50 SICL SICL 4.1 62.6 33.3 6.4

17- 22 5 95 43 TR 1 1 3 44 51 43 SICL SICL 3.6 66.4 30.0 6.5

22- 32 3 3 12 85 30 1 2 2 9 48 39 31 SIL SIL 9.8 66.6 23.6 6.5

32- 39 17 17 2 44 39 20 2 5 14 20 12 25 21 24 L L 43.0 37.9 19.1 7.3

39- 47 21 21 7 43 36 17 4 7 13 18 13 23 23 22 CL L 44.6 37.3 18.1 7.3

47- 74 19 19 5 45 36 22 5 7 14 17 12 22 23 27 CL L 43.7 35.1 21.2 7.4

74- 95 14 14 5 48 38 23 4 7 15 18 12 22 22 26 CL L 44.0 35.1 20.9 7.4

95-108 15 15 6 48 37 23 4 6 15 19 12 22 22 27 CL L 44.6 34.4 21.0 7.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.19 5.25

0-40 0.16 3.14

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-008 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MAXFIELD ; FINE-SILTY TYPIC ARGIUQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 138, SAMPLES 93P 1199- 1208 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

93P1199 1 31.8

93P1200 2 24.2

93P1201 3 22.6

93P1202 4 21.1

93P1203 5 18.1

93P1204 6 12.1

93P1205 7 11.7

93P1206 8 13.0

93P1207 9 13.0

93P1208 10 13.7

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-009 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MAXCREEK ; FINE-SILTY TYPIC HAPLAQUOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 139, SAMPLES 93P 1209- 1216 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

93P1209S 0- 25 Ap 32.5 60.5 7.0 23.5 33.4 27.1 3.2 1.9 1.5 0.4 TR TR TR
2V 6 2

93P1210S 25- 36 A 33.7 59.5 6.8 22.4 34.2 25.3 3.0 1.6 1.3 0.7 0.2 1 TR
2V 7 3

93P1211S 36- 51 Bg1 31.8 62.1 6.1 17.1 35.5 26.6 3.1 1.4 1.0 0.5 0.1 \--
TR 2V 5 2

93P1212S 51- 84 Bg2 21.6 68.6 9.8 11.0 33.1 35.5 6.0 1.8 1.3 0.6 0.1 TR
TR 2V 6 2

93P1213S 84- 92 2BCK 18.6 28.6 52.8 10.0 16.2 12.4 10.2 17.8 15.9 6.3
2.6 2 2 34V 64 38

93P1214S 92-150 3BC1 21.8 32.0 46.2 9.4 0.9 18.8 13.2 10.7 15.4 12.1 5.3
2.7 2 1 8V 43 11

93P1215S 150-241 3BC2 22.2 33.6 44.2 9.3 1.2 20.6 13.0 11.0 15.9 10.5
4.4 2.4 2 2 9V 42 13

93P1216S 241-265 3C 21.7 35.0 43.3 7.6 0.6 21.6 13.4 10.4 14.5 10.5 4.7
3.2 2 2 8V 41 12

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 25 5.80 0.526 0.6 0.2 0.1 1.56 0.63 1.30 1.67 0.086 30.2 20.4 0.13

25- 36 4.19 0.404 0.7 0.2 0.1 1.37 0.58 1.31 1.69 0.087 28.0 19.7 0.11

36- 51 1.10 0.091 0.8 0.2 0.1 0.99 0.46 47 27 1.45 1.65 0.043 21.5 14.7
0.10

51- 84 0.28 0.010 0.9 0.1 0.1 0.86 0.47 1.39 1.49 0.023 22.0 10.2 0.16

84- 92 0.09 \-- 1.2 0.1 TR 0.58 0.37 25 13 1.70 1.78 0.011 12.5 6.9 0.07

92-150 0.05 \-- 1.7 0.1 TR 0.50 0.37 1.84 1.91 0.011 12.0 8.0 0.07

150-241 0.18 2.1 0.1 TR 0.43 0.41 1.76 1.81 0.009 13.6 9.2 0.07

241-265 1.19 1.5 TR TR 0.41 0.43 31 16 1.85 1.96 0.018 14.6 9.3 0.09

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 25 PCT .1-75MM 16

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-009 PRINT DATE 05/08/00

SAMPLED AS : MAXCREEK ; FINE-SILTY TYPIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 139, SAMPLE 93P 1209-
1216

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 25 41.7 9.0 TR 0.4 51.1 8.3 59.4 50.6 86 100 5.8 6.8

25- 36 38.8 9.2 TR 0.2 48.2 4.7 52.9 46.2 91 100 7.1 7.5

36- 51 27.4 9.1 TR 0.1 36.6 2.7 39.3 31.5 93 100 TR 7.3 7.9

51- 84 13.2 TR 0.1 1.7 18.6 100 9 7.2 7.9

84- 92 8.1 0.1 0.2 10.7 100 100 3 7.1 8.0

92-150 5.6 0.1 0.1 10.8 100 100 6 7.3 8.1

150-241 35.3 4.1 0.5 0.2 40.1 40.1 9.6 100 100 7.3 8.1

241-265 5.2 TR 0.2 8.8 100 100 10 7.2 7.5

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS V= 75-20mm FROM VOLUME ESTIMATES

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-009 PRINT DATE 05/08/00

SAMPLED AS : MAXCREEK ; FINE-SILTY TYPIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 139, SAMPLE 93P 1209-
1216

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

93P1209 TCLY MT 4 KK 2 MI 1 11.0 7.4 0.8

93P1211 TCLY MT 3 KK 3 MI 2 MM 1 QZ 1 15.0 9.3 1.0

93P1213 TCLY MT 3 KK 3 MI 2 GE 2 HE 1 15.0 11.9 1.5

93P1216 TCLY KK 3 MT 3 MI 2 CA 1 QZ 1 16.0 8.4 1.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MI mica MM mont-mica QZ quartz GE goethite

HE hematite CA calcite

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

PEDON MINERALOGY

BASED ON SAND/SILT:

BASED ON CLAY:

FAMILY MINERALOGY:

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-009 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MAXCREEK ; FINE-SILTY TYPIC HAPLAQUOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 139, SAMPLES 93P 1209- 1216 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

93P1209S 0- 10 Ap 100 99 99 98 98 98 98 98 97 93 65 45 32 98 98 96 94 91
0.01 0.007 \-- 35.2 0.5

93P1210S 10- 14 A 100 99 99 98 98 98 98 97 96 92 66 46 33 97 96 95 93 90
0.01 0.007 \-- 32.9 0.5

93P1211S 14- 20 Bg1 100 99 99 98 98 98 98 98 97 94 66 45 31 98 97 96 95
92 0.01 0.007 \-- 47 27 32.2 0.6

93P1212S 20- 33 Bg2 100 99 99 98 98 98 98 98 97 92 54 34 21 98 97 96 94
88 0.02 0.015 0.001 39.9 1.0

93P1213S 33- 36 2BCK 100 90 83 73 66 65 64 62 54 33 22 16 12 60 56 47 36
29 0.93 0.317 0.001 25 13 \>100 2.1

93P1214S 36- 59 3BC1 100 98 96 94 92 92 91 89 79 53 36 26 19 87 82 71 57
48 0.12 0.058 0.001 \>100 0.9

93P1215S 59- 95 3BC2 100 97 96 93 91 90 89 87 79 54 37 26 19 85 81 72 58
49 0.11 0.056 0.001 \>100 0.8

93P1216S 95-104 3C 100 98 96 94 92 91 90 88 79 55 38 27 19 85 81 72 59
50 0.11 0.050 0.001 31 16 \>100 0.8

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 10 2 \-- \-- 2 2 TR TR 98 2 2 TR TR 98 1.31 1.68 1.70 1.82 1.30 1.45
1.67 1.69 1.81 1.02 1.04

10- 14 3 \-- \-- 3 2 TR 1 97 3 2 TR 1 97 1.33 1.71 1.69 1.83 1.31 1.45
1.69 1.68 1.82 0.99 1.02

14- 20 2 \-- \-- 2 2 TR \-- 98 2 2 TR \-- 98 1.46 1.66 1.77 1.91 1.45
1.53 1.65 1.76 1.90 0.82 0.83

20- 33 2 \-- \-- 2 2 TR TR 98 2 2 TR TR 98 1.41 1.51 1.72 1.88 1.39 1.45
1.49 1.70 1.87 0.88 0.91

33- 36 38 \-- \-- 38 34 2 2 62 38 34 2 2 62 1.96 2.03 2.12 2.22 1.70
1.74 1.78 1.91 2.06 0.35 0.56

36- 59 11 \-- \-- 11 8 1 2 89 11 8 1 2 89 1.90 1.97 2.11 2.18 1.84 1.87
1.91 2.06 2.15 0.39 0.44

59- 95 13 \-- \-- 13 9 2 2 87 13 9 2 2 87 1.84 1.89 2.06 2.15 1.76 1.78
1.81 2.00 2.10 0.44 0.51

95-104 12 \-- \-- 12 8 2 2 88 12 8 2 2 88 1.92 2.02 2.17 2.20 1.85 1.89
1.96 2.12 2.15 0.38 0.43

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-009 PRINT DATE 05/08/00

SAMPLED AS : MAXCREEK ; FINE-SILTY TYPIC HAPLAQUOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 139, SAMPLE 93P 1209-
1216

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 10 1 \-- \-- 1 1 TR TR 99 3 29 16 12 39 11 0.72 1.83 1.56 0.63 0.268
3.7 8.6 3.7 8.7 0.13 0.13

10- 14 2 \-- \-- 2 1 TR 1 98 3 29 16 14 36 10 0.66 1.57 1.37 0.58 0.264
3.4 8.7 3.4 8.9 0.11 0.11

14- 20 1 \-- \-- 1 1 TR \-- 99 3 33 17 14 31 12 0.54 1.24 0.99 0.46
0.138 1.8 4.4 1.8 4.4 0.10 0.10

20- 33 1 \-- \-- 1 1 TR TR 99 5 36 11 16 31 28 0.51 1.71 0.86 0.47 0.106
1.4 2.3 1.4 2.3 0.16 0.16

33- 36 28 \-- \-- 28 25 1 1 72 25 13 9 10 16 0.54 1.27 0.58 0.37 0.081
0.7 1.2 0.8 1.5 0.07 0.10

36- 59 8 \-- \-- 8 6 1 1 92 30 21 14 7 21 0.43 1.97 0.50 0.37 0.060 0.5
1.2 0.5 1.3 0.07 0.07

59- 95 9 \-- \-- 9 6 1 1 91 27 20 14 9 22 0.42 1.81 0.43 0.41 0.041 0.4
0.9 0.4 0.9 0.07 0.08

95-104 9 \-- \-- 9 6 1 1 91 27 22 14 3 25 0.35 2.15 0.41 0.43 0.088 0.7
1.7 0.7 1.9 0.09 0.10

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 10 3 3 10 87 47 1 2 3 5 40 49 48 SICL SICL 7.0 60.5 32.5 5.8

10- 14 4 4 1 10 86 49 TR 1 2 2 5 38 52 51 SICL SICL 6.8 59.5 33.7 7.1

14- 20 3 3 9 88 45 TR 1 1 2 5 39 52 47 SICL SICL 6.1 62.1 31.8 7.3

20- 33 3 3 12 85 27 TR 1 2 2 8 45 42 28 SIL SIL 9.8 68.6 21.6 7.2

33- 36 43 43 5 37 20 13 3 8 20 22 13 15 20 23 SCL FSL 52.8 28.6 18.6 7.1

36- 59 14 14 4 51 35 24 3 7 15 20 14 17 24 28 CL L 46.2 32.0 21.8 7.3

59- 95 16 16 5 48 36 24 3 6 13 20 14 17 26 29 CL L 44.2 33.6 22.2 7.3

95-104 15 15 5 47 38 24 4 6 13 19 13 17 28 28 CL L 43.3 35.0 21.7 7.2

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.22 5.80

0-40 0.21 4.88

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-009 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MAXCREEK ; FINE-SILTY TYPIC HAPLAQUOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 139, SAMPLES 93P 1209- 1216 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

93P1209 1 28.8

93P1210 2 27.2

93P1211 3 21.4

93P1212 4 16.2

93P1213 5 10.8

93P1214 6 12.7

93P1215 7 14.6

93P1216 8 14.5

\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-010 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MERTON ; FINE-SILTY TYPIC HAPLUDOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 140, SAMPLES 93P 1217- 1224 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - - - -SAND- - - - -
-)(-COARSE FRACTIONS(MM)-)(\>2MM)

CLAY SILT SAND FINE CO3 FINE COARSE VF F M C VC - - - - WEIGHT - - - -
WT

SAMPLE DEPTH HORIZON LT .002 .05 LT LT .002 .02 .05 .10 .25 .5 1 2 5 20
.1- PCT OF

NO. (CM) .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20
-75 75 WHOLE

\<- - - - - - - - - - - - PCT OF \<2MM (3A1) - - - - - - - - - - - - -\>
\<- PCT OF \<75MM(3B1)-\> SOIL

93P1217S 0- 20 3Ap 30.0 57.6 12.4 22.2 32.6 25.0 4.3 3.5 3.0 1.0 0.6 TR
TR 2V 10 2

93P1218S 20- 39 3A 29.0 59.6 11.4 21.4 31.3 28.3 4.6 2.8 2.4 1.2 0.4 \--
\-- 2V 9 2

93P1219S 39- 58 3Bg 25.3 57.2 17.5 17.2 27.2 30.0 7.8 4.5 3.3 1.4 0.5 1
TR 7V 17 8

93P1220S 58- 80 2Bw 20.4 33.4 46.2 11.4 0.6 18.2 15.2 10.6 16.0 12.1 4.7
2.8 2 4 15V 49 21

93P1221S 80-140 2BCK1 21.5 32.1 46.4 9.5 1.2 18.7 13.4 11.5 15.0 12.2
5.7 2.0 2 2 10V 44 14

93P1222S 140-202 2BCK2 21.6 33.1 45.3 9.9 18.7 14.4 10.4 14.7 12.0 5.8
2.4 3 2 10V 45 15

93P1223S 202-227 3BC 21.2 34.6 44.2 9.1 1.2 20.2 14.4 11.2 15.5 10.3 4.3
2.9 3 2 7V 41 12

93P1224S 227-250 3C 22.3 34.4 43.3 9.4 0.9 19.9 14.5 10.6 15.2 10.8 4.5
2.2 3 1 7V 40 11

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ORGN TOTAL EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK
DENSITY -) COLE (- - -WATER CONTENT - -) WRD

C N P S EXTRACTABLE 15 - LIMITS - FIELD 1/3 OVEN WHOLE FIELD 1/10 1/3 15
WHOLE

DEPTH FE AL MN CEC BAR LL PI MOIST BAR DRY SOIL MOIST BAR BAR BAR SOIL

\(CM\) 6A1c 6B3a 6S3 6R3b 6C2b 6G7a 6D2a 8D1 8D1 4F1 4F 4A5 4A1d 4A1h
4D1 4B4 4B1c 4B1c 4B2a 4C1

PCT \<2MM PPM \<- PERCENT OF \<2MM \--\> PCT \<0.4MM \<- - G/CC - - -\>
CM/CM \<- - -PCT OF \<2MM - -\> CM/CM

0- 20 3.44 0.289 1.0 0.2 0.1 1.09 0.48 1.29 1.46 0.042 26.4 14.5 0.15

20- 39 1.44 0.113 1.1 0.2 0.1 1.00 0.45 1.39 1.57 0.041 24.3 13.1 0.15

39- 58 0.53 0.029 1.3 0.2 0.1 0.84 0.43 1.45 1.56 0.024 18.6 10.8 0.11

58- 80 0.21 \-- 1.7 0.1 TR 0.57 0.38 1.59 1.70 0.019 13.4 7.8 0.08

80-140 0.07 \-- 1.7 0.1 TR 0.48 0.38 1.82 1.92 0.016 12.3 8.2 0.07

140-202 0.07 1.7 0.1 TR 0.47 0.39 1.82 1.93 0.018 13.4 8.5 0.08

202-227 0.24 1.7 TR TR 0.44 0.42 1.76 1.86 0.017 15.0 8.9 0.10

227-250 0.86 1.7 TR TR 0.43 0.44 1.80 1.90 0.017 15.3 9.8 0.09

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

AVERAGES, DEPTH 25-100: PCT CLAY 23 PCT .1-75MM 32

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-010 PRINT DATE 05/08/00

SAMPLED AS : MERTON ; FINE-SILTY TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 140, SAMPLE 93P 1217-
1224

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

(- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -) AL -BASE
SAT- CO3 AS RES. COND.(- - - -PH - - -)

CA MG NA K SUM ITY AL SUM NH4- BASES SAT SUM NH4 CACO3 OHMS MMHOS CACL2
H2O

DEPTH 5B5a 5B5a 5B5a 5B5a BASES CATS OAC + AL OAC \<2MM /CM /CM .01M

\(CM\) 6N2e 6O2d 6P2b 6Q2b 6H5a 6G9c 5A3a 5A8b 5A3b 5G1 5C3 5C1 6E1g 8E1
8I 8C1f 8C1f

\<- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - -\> \<- - - -
-PCT - - - -\> 1:2 1:1

0- 20 20.6 4.9 TR 0.4 25.9 14.8 \-- 40.7 32.7 64 79 4.7 5.1

20- 39 20.3 6.7 TR 0.3 27.3 6.0 33.3 29.1 82 94 5.8 6.3

39- 58 15.4 6.5 TR 0.1 22.0 2.9 24.9 21.3 88 100 6.6 7.2

58- 80 7.7 TR 0.2 11.7 100 100 4 7.4 8.0

80-140 5.2 0.2 0.1 10.4 100 100 8 7.4 8.1

140-202 4.7 0.1 0.1 10.1 100 100 9 7.4 8.1

202-227 4.7 0.2 0.2 9.3 100 100 11 7.4 8.0

227-250 6.0 0.2 0.1 9.5 100 100 10 7.4 7.9

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

ANALYSES: S= ALL ON SIEVED \<2mm BASIS V= 75-20mm FROM VOLUME ESTIMATES

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-010 PRINT DATE 05/08/00

SAMPLED AS : MERTON ; FINE-SILTY TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 140, SAMPLE 93P 1217-
1224

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\< - - - - - - - - - - - - - - - - - - - - - - CLAY MINERALOGY
(\<.002mm) - - - - - - - - - - - - - - - - - - - - - - - \>

FRACT \< - - - - - X-RAY - - - - - -\>\< - - - THERMAL - - -
-\>\< - - - - - - - ELEMENTAL - - - - - - - -\>\< - -\> EGME INTER

SAMPLE ION \< \>\< - DTA - -\>\< - TGA - -\> SiO2 AL2O3 Fe2O3 MgO CaO
K2O Na2O \< \> RETN PRETA

\< - - - - - 7A2i - - - - - -\>\< - 7A6 - \>\< - 7A4b -
\>\< - - - - - - - - - 7C3 - - - - - - - - -\>\< \> 7D2 TION

NUMBER \<- - \>\< - - - - peak size - - - - -\>\< - - - Percent - - -
-\>\< - - - - - - - - Percent - - - - - - - -\>\< - -\>\< - -\>

93P1217 TCLY MT 3 KK 2 MI 2 QZ 1 12.0 7.9 1.0

93P1220 TCLY MT 3 KK 3 MI 2 GE 1 HE 1 18.0 11.2 1.7

93P1222 TCLY MT 4 KK 3 MI 2 GE 2 CA 2 19.0 11.0 2.1

93P1222 TCLY HE 1

93P1224 TCLY MT 4 KK 4 MI 2 GE 2 20.0 8.7 2.4

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

FRACTION INTERPRETATION:

TCLY Total Clay, \<0.002mm

MINERAL INTERPRETATION:

MT montmorillon KK kaolinite MI mica QZ quartz GE goethite HE hematite

CA calcite

RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6
No Peaks

INTERPRETATION (BY HORIZON):

PEDON MINERALOGY

BASED ON SAND/SILT:

BASED ON CLAY:

FAMILY MINERALOGY:

COMMENTS:

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-010 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MERTON ; FINE-SILTY TYPIC HAPLUDOLL

REVISED TO : ;

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 140, SAMPLES 93P 1217- 1224 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS (ENGINEERING FRACTIONS ARE CALCULATED FROM USDA
FRACTION SIZES) SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

E N G I N E E R I N G P S D A CUMULATIVE CURVE FRACTIONS(\<75mm) ATTER-
GRADATION

P E R C E N T A G E P A S S I N G S I E V E USDA LESS THAN DIAMETERS(mm)
AT BERG UNI- CUR-

SAMPLE DEPTH HORIZON 3 2 3/2 1 3/4 3/8 4 10 40 200 20 5 2 1. .5 .25 .10
.05 60 50 10 LL PI FMTY VTUR

No. (In.) \<\-\-\-\--I N C H E S\-\-\-\--\> \<-N U M B E R-\>
\<-MICRONS-\> \<\-\-- MILLIMETER \-\--\>\<\--PERCENTILE\--\> \<-PCT\> CU
CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

93P1217S 0- 8 3Ap 100 99 99 98 98 98 98 98 96 88 61 42 29 97 96 93 90 86
0.02 0.009 \-- 41.5 0.6

93P1218S 8- 15 3A 100 99 99 98 98 98 98 98 96 89 59 41 28 98 96 94 91 87
0.02 0.010 \-- 45.8 0.5

93P1219S 15- 23 3Bg 100 98 97 94 93 93 93 92 89 80 48 33 23 92 90 87 83
76 0.03 0.021 0.001 54.8 0.9

93P1220S 23- 31 2Bw 100 96 93 88 85 83 81 79 71 47 30 22 16 77 73 64 51
43 0.19 0.093 0.001 \>100 2.1

93P1221S 31- 55 2BCK1 100 97 95 92 90 89 88 86 77 52 35 25 18 84 79 69
56 46 0.13 0.066 0.001 \>100 1.2

93P1222S 55- 79 2BCK2 100 97 95 92 90 90 89 86 76 52 35 25 19 84 79 69
56 47 0.13 0.063 0.001 \>100 1.1

93P1223S 79- 89 3BC 100 98 97 94 93 92 91 88 79 55 36 26 19 85 82 73 59
49 0.11 0.053 0.001 \>100 1.0

93P1224S 89- 98 3C 100 98 97 94 93 93 92 89 81 56 38 27 20 87 83 73 60
50 0.10 0.048 0.001 \>100 0.9

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S ) ( W E I G H T P E R U N I T V O L U M
E G/CC )( VOID )

\-\--W H O L E S O I L (mm)- -\<75 mm FRACTION\-- \-\-\-\-\--WHOLE
SOIL\-\-\-\-\-- \-\-\-\-\-\--\<2 mm FRACTION\-\-\-\-\-\-- \--RATIOS\--

DEPTH \>2 250 250 75 75 20 5 75 75 20 5 SOIL SURVEY ENGINEERING \--SOIL
SURVEY\-- ENGINEERING AT 1/3 BAR

(In.) -UP -75 -2 -20 -5 -2 \<2 -2 -20 -5 -2 \<2 1/3 OVEN MOIST SATUR 1/3
15 OVEN MOIST SATUR WHOLE \<2

\<\-\-\-\-\--PCT of WHOLE SOIL\-\-\-\--\> \<\--PCT OF \<75 mm-\> BAR
-DRY -ATED BAR BAR -DRY -ATED SOIL mm

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
50

0- 8 2 \-- \-- 2 2 TR TR 98 2 2 TR TR 98 1.30 1.47 1.64 1.81 1.29 1.38
1.46 1.63 1.80 1.04 1.05

8- 15 2 \-- \-- 2 2 \-- \-- 98 2 2 \-- \-- 98 1.40 1.58 1.74 1.87 1.39
1.49 1.57 1.73 1.87 0.89 0.91

15- 23 8 \-- \-- 8 7 TR 1 92 8 7 TR 1 92 1.50 1.61 1.76 1.93 1.45 1.51
1.56 1.72 1.90 0.77 0.83

23- 31 21 \-- \-- 21 15 4 2 79 21 15 4 2 79 1.74 1.84 1.93 2.08 1.59
1.64 1.70 1.80 1.99 0.52 0.67

31- 55 14 \-- \-- 14 10 2 2 86 14 10 2 2 86 1.90 2.00 2.11 2.18 1.82
1.86 1.92 2.04 2.13 0.39 0.46

55- 79 14 \-- \-- 14 10 1 3 86 14 10 1 3 86 1.90 2.01 2.13 2.18 1.82
1.87 1.93 2.06 2.13 0.39 0.46

79- 89 12 \-- \-- 12 7 2 3 88 12 7 2 3 88 1.83 1.93 2.07 2.14 1.76 1.81
1.86 2.02 2.10 0.45 0.51

89- 98 11 \-- \-- 11 7 1 3 89 11 7 1 3 89 1.87 1.96 2.13 2.16 1.80 1.84
1.90 2.08 2.12 0.42 0.47

\-\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

\*\*\* S U P P L E M E N T A R Y C H A R A C T E R I Z A T I O N D A T A
\*\*\*

S92MN-131-010 PRINT DATE 05/08/00

SAMPLED AS : MERTON ; FINE-SILTY TYPIC HAPLUDOLL

USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 140, SAMPLE 93P 1217-
1224

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( V O L U M E F R A C T I O N S )(C/)(R A T I O S to C L A Y)( LINEAR
EXTENSIBILITY )( W R D )

\-\-\--W H O L E S O I L (mm) a t 1/3 B A R\-\--(/N) \-\-\-\-\-\-\--\<2
mm FRACTION\-\-\-\-\-\-- WHOLE SOIL \--\<2 mm\-- WHOLE \<2

DEPTH \>2 250 250 75 75 20 5 2- .05- LT PORES RAT FINE \-\--C E C\-- 15
LEP \<-1/3 BAR to (PCT)\-\--\> SOIL mm

(In.) -UP -75 -2 -20 -5 -2 \<2 .05 .002 .002 D F -IO CLAY SUM NH4- BAR
1/3 15 OVEN 15 OVEN

\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--PCT of WHOLE
SOIL\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\> CATS OAC H2O BAR BAR -DRY BAR -DRY
\<\--In/In-\>

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74
75

0- 8 1 \-- \-- 1 1 TR TR 99 6 28 14 17 34 12 0.74 1.36 1.09 0.48 0.140
2.3 4.2 2.3 4.2 0.15 0.15

8- 15 1 \-- \-- 1 1 \-- \-- 99 6 31 15 13 34 13 0.74 1.15 1.00 0.45
0.141 2.3 4.1 2.3 4.1 0.15 0.16

15- 23 5 \-- \-- 5 4 TR 1 95 9 30 13 18 25 18 0.68 0.98 0.84 0.43 0.099
1.3 2.4 1.4 2.5 0.11 0.11

23- 31 14 \-- \-- 14 10 3 1 86 24 17 10 15 19 0.56 1.60 0.57 0.38 0.113
0.9 1.9 1.0 2.3 0.08 0.09

31- 55 10 \-- \-- 10 7 1 1 90 29 20 13 7 21 0.44 2.09 0.48 0.38 0.084
0.7 1.7 0.7 1.8 0.07 0.07

55- 79 10 \-- \-- 10 7 1 2 90 28 21 13 5 23 0.46 1.98 0.47 0.39 0.093
0.7 1.9 0.9 2.0 0.08 0.09

79- 89 8 \-- \-- 8 5 1 2 92 27 21 13 7 24 0.43 2.03 0.44 0.42 0.090 0.9
1.8 0.9 1.9 0.10 0.11

89- 98 8 \-- \-- 8 5 1 2 92 27 22 14 3 26 0.42 1.98 0.43 0.44 0.081 0.7
1.6 0.7 1.8 0.09 0.10

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

( W E I G H T F R A C T I O N S - C L A Y F R E E )(-TEXTURE\--)(\--P S
D A(mm)\-\--)(PH )(-ELECTRICAL)\< \>

(\--W H O L E S O I L\--) (\--\<2 mm F R A C T I O N
\-\-\--)(DETERMINED)(SAND SILT CLAY) CA- RES- CON- \< \>

DEPTH \>2 75 20 2- .05- LT \-\-\-\-\--SANDS\-\-\-\-\-\-- SILTS CL IN BY
2- .05- LT CL2 IST. DUCT. \< \>

(In.) -2 -2 .05 .002.002 VC C M F VF C F AY FIELD PSDA .05 .002 .002
.01M OHMS MMHOS \< \>

PCT of \>2mm+SAND+SILT \> \<\-\-\-\-\--PCT of
SAND+SILT\-\-\-\-\-\--\>\<\-\--\<2 mm\--\>\<\-\--PCT of
2mm\-\--\>\<\-\-\-\-- \<2mm \-\-\-\--\>\<\-\-\-\-\-\-\-\-\-\-\-\-\-\--\>

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
100

0- 8 3 3 17 80 42 1 1 4 5 6 36 47 43 SIL SICL 12.4 57.6 30.0 4.7

8- 15 3 3 16 82 40 1 2 3 4 6 40 44 41 SIL SICL 11.4 59.6 29.0 5.8

15- 23 10 10 1 21 69 30 1 2 4 6 10 40 36 34 SIL SIL 17.5 57.2 25.3 6.6

23- 31 25 25 7 44 31 19 4 6 15 20 13 19 23 26 L L 46.2 33.4 20.4 7.4

31- 55 17 17 5 49 34 23 3 7 16 19 15 17 24 27 L L 46.4 32.1 21.5 7.4

55- 79 17 17 5 48 35 23 3 7 15 19 13 18 24 28 L L 45.3 33.1 21.6 7.4

79- 89 15 15 6 48 37 23 4 5 13 20 14 18 26 27 CL L 44.2 34.6 21.2 7.4

89- 98 14 14 5 48 38 25 3 6 14 20 14 19 26 29 CL L 43.3 34.4 22.3 7.4

\-\-\-\-\-\-\--
\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--

CRITERIA FOR MOLLIC SUBGROUPS: CONTROL SECTION SAND TO CLAY ORGANIC
CARBON

CENTIMETERS RATIO PERCENT

0-18 0.41 3.44

0-40 0.41 2.42

\*\*\* P R I M A R Y C H A R A C T E R I Z A T I O N D A T A \*\*\*

S92MN-131-010 (RICE COUNTY, MINNESOTA )

PRINT DATE 05/08/00

SAMPLED AS : MERTON ; FINE-SILTY TYPIC HAPLUDOLL

UNITED STATES DEPARTMENT OF AGRICULTURE

SSL - PROJECT 93P 24, (CP93MN032) RICE CO. NATURAL RESOURCES
CONSERVATION SERVICE

\- PEDON 93P 140, SAMPLES 93P 1217- 1224 NATIONAL SOIL SURVEY CENTER

\- GENERAL METHODS 1B1A, 2A1, 2B SOIL SURVEY LABORATORY

LINCOLN, NEBRASKA 68508-3866

-1\-- -2\-- -3\-- -4\-- -5\-- -6\-- -7\-- -8\-- -9\-- -10- -11- -12-
-13- -14- -15- -16- -17- -18- -19- -20-

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ACID OXALATE EXTRACTION PHOSPHOUS KCL TOTAL (- -WATER CONTENT- -
)(- - - - WATER DISPERSIBLE - - - - ) MIN AGGRT

OPT FE SI AL CIT- MN C 0.06 1- 2- 15 \<- - PIPETTE - - \>\< -
HYDROMETER - \> SOIL STABL

DEN RET ACID BAR BAR BAR BAR CLAY SILT SAND CLAY SILT SAND CONT \<5mm

SAMPLE HZ 8J 6C9b 6V2b 6G12b 6S4 6S5 6D3b 6A2d 4B1c 4B1a 4B1a 4B2b
\<- - - 3A1c - - -\>\<- - - SML - - -\> 8F1 4G1

NO. NO \<- P C T o f \< 2 m m -\>\<- P P M -\>\< - - - - - - - - - - P E
R C E N T o f \< 2 m m - - - - - - - \>\<20mm\>\< PCT\>

93P1217 1 1.7 22.4

93P1218 2 20.0

93P1219 3 16.6

93P1220 4 12.1

93P1221 5 12.9

93P1222 6 13.2

93P1223 7 14.3

93P1224 8 14.0

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