UNITED STATES DEPARTMENT OP THE INTERIOR 

Harold L. Ickes, Secretary

GEOLOGICAL SURVEY 

W. C. Mendenhall. Director

Water-Supply Paper 839

QUALITY OF WATER 

OF THE RIO GRANDE BASIN

ABOVE FORT QUITMAN, TEXAS

K.' 

tfc

ANALYTICAL DATA JI |

BY ;<£ < .

CARL S. SCOFIELD 2 ^ i

Bureau of Plant Industry |°"""" "J*

United States Department of Agriculture J1L- *

 CD I

Prepared for the r^ ^ C ^H» W^ V«

RIO GRANDE JOINT INVESTIGATION ** *+ H- "

NATIONAL RESOURCES COMMITTEE <4 o ..

O £* -

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*O CO 

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UNITED STATES

GOVERNMENT PRINTING OFFICE 

WASHINGTON: 1938

For sale by the Superintendent of Documents. Washington, D. C. - - - - Price 30 cents (paper cover)
Page

Introduction................................................................... i

Methods of analysis ............................................................ 3

Computations and Interpretations............................................... 4

Tables......................................................................... 8

Group 1, Stations on the main stream...................................... 8

Rio Srande at!

Del Norte, Colorado............................................... 8

State Line, Lobatos, Colorado..................................... 9

Otowi Bridge, New Mexico.......................................... 10

San Marci al, New Mexi Co........................................... 11

Total dissolved solids........................................ 11

Detailed analyses............................................. 13

Elephant Butte Dam, New Mexico.................................... 18

Total dissolved solids........................................ 18

Detailed analyses............................................. 19

Leasburg Dam, New Mexico.......................................... 24

Total dissolved solids........................................ 24

Detailed analyses............................................. 25

El Paso (Courchesne), Texas....................................... 29

Total dissolved solids........................................ 29

Detailed analyses............................................. 30

Pabens (Tornlllo), Texas.......................................... 35

Total dissolved solids........................................ 35

Detailed analyses............................................. 41

Port ftuitman, Texas............................................... 47

Total dissolved solids........................................ 47

Detailed analyses............................................. 48

Group 2, Conductance determinations....................................... 53

San Luls Valley, Colorado............................................. 54

Surface waters.................................................... 54

Ground waters..................................................... 64

Middle Valley, New Mexlco............................................. 98

Surface waters.................................................... 98

Subsoil waters.................................................... 144

Elephant Butte Project, New Mexico and Texas.......................... 166

Surface waters.................................................... 166

Subsoil waters.................................................... 174

Group 3, Detailed analyses................................................ 186

San Luls Valley, Colorado............................................. 186

Surface waters.................................................... 186

Ground waters..................................................... 196

San Juan River Basin, Colorado........................................ 218

Surface waters.................................................... 218

Middle Valley, New Mexico............................................. 220

Surface waters.................................................... 220

Subsoil waters.................................................... 244

Underground waters................................................ 254

Elephant Butte Project, New Mexico and Texas.......................... 260

Surface waters.................................................... 260

Subsoil waters.................................................... 264

Drains of the Elephant Butte Project, New Mexico and Texas................ 268

ffotal dissolved solids................................................ 268

Detailed analyses..................................................... 284

(II)
QUALITY OF WATER OF THE RIO GRANDE BASIN 

ABOVE FORT QUITMAN, TEXAS

By Carl S. Scofleld

INTRODUCTION

The analytical data of this report have been obtained in part from field Investigations conducted In 1936 by the Geological Survey, of the United States Department of 

the Interior, and In 1935 and 1936 by the State of Texas In cooperation with the Rio 

Grande Joint Investigation sponsored by the National Resources Committee, and In part 

from an investigation conducted since 1930 by the Bureau of Plant Industry, of the 

United States Department of Agriculture, In cooperation with the State Engineer of 

Colorado, the Geological Survey, the United States section of the International Boundary Commission,United States and Mexico, and the Bureau of Reclamation, of the United 

States Department of the Interior. In addition to the analytical data here presented 

there has been prepared an Interpretative report on the same subject, published by the 

National Resources Committee as Part IV of the Report of the Rio Grande Joint Investigation, 1937.

The analyses here reported were made In laboratories of the Geological Survey at 

Washington, D. C., at Alamosa, Colo., and at Albuquerque, N. Hex.; In the laboratory of 

the Salt River Valley Water Users Association, Phoenix, Arlz.; In the Rubldoux Laboratory 

of the Bureau of Plant Industry at Riverside, Calif.j and In the laboratory of the Bureau 

of Reclamation at El Paso, Tex. In general the authority for the data Is shown In the 

table headings or with the descriptive statements.

The locations from which the water samples have been obtained are described In the 

text that accompanies the tables of analyses. For the most part these descriptions are 

based on surveys of the type used by the General Land Office. For areas that have not 

been surveyed by the General Land Office, a similar net of sections and townships Is 

superimposed on the maps that accompany the report of the Rio Grande Joint Investigation mentioned above. For convenience of cross reference between this section of 

the report and the maps, the descriptive list Includes an index number for each location. In this hyphenated index number the first number refers to the section, the 

second to the township, and the third to the range.

The tables of analytical data fall into three major groups as follows:

Group 1. Tables that relate to conditions along the main stream of the Rio 

Grande as it has been sampled at nine gaging stations from Del 

Norte, Colo., to Fort Quitman, Tex., for several years past.

Group 2. Tables that relate to conductance determinations on series of

samples from a large number of stations representing both surface 

and ground waters. Samples mostly collected in 1936. 

(1)
Group 3. Tables that report the detailed analyses of samples from a smaller 

number of stations selected from among those for which conductance 

determinations have been made but including also some stations for 

which no additional conductance determinations have been made.

The tables of groups 2 and 3 are further subdivided so as to conform to the natural subdivisions of the drainage basin as follows:

1. The San Luis Valley comprises that portion of the drainage basin 

tributary to the main stream above the southern boundary of the 

State of Colorado.

2. The Middle Valley comprises that portion of the drainage basin 

tributary to the main stream between the southern boundary of 

the State of Colorado and the San Marcial gaging station, New 

Mexico.

3. The Elephant Butte Project is the designation used for that 

portion of the drainage basin between the San Marcial gaging 

station and the Fort Quitman gaging station, Texas.

It should be noted that certain surface water stations in the San Juan drainage basin, and some stations on tributaries of the Hio Grande that enter the main 

stream below San Marcial, have been included in the tables for the Middle Valley. 

For each of the subdivisions of the drainage basin there are tables for surface waters and for ground waters. The demarcation between these two sources is not 

always clear. Surface waters include not only all natural streams and irrigation 

canals diverted from them but also drains that are largely fed by ground water. 

Ground waters include samples from wells whether shallow (subsoil waters) or deep 

(underground waters). With ground waters have been included samples from springs 

when ta^en at the spring and samples from certain small ponds in the San tuia Valley 

where the water appears to be derived, at least in part, from artesian wells.

(2)
METHODS OP ANALYSIS

In general the methods of analysis used in this investigation have been those 

adopted for use with irrigation waters by the Rubidoux Laboratory of the Bureau of 

Plant Industry. I/

The tabulated analyses include some or all of the following determinations:

1. Specific electrical conductance, expressed as KxlO at 25°C.

2. Total dissolved solids, expressed as tons per acre-foot of water.

3. Hydrogen-ion concentration, expressed as pH.

4. Calcium (Ca), expressed as milligram equivalents per liter.

5. Magnesium (Mg), expressed as milligram equivalents per liter.

6. Sodium (Na), expressed as milligram equivalents per liter.

Note: In some of the analyses the values reported for sodium are

the results of the direct determination of that constituent, 

in other analyses the values have been obtained by difference, 

i.e., by subtracting the sum of the calcium and magnesium 

from the sum of the anions, bicarbonate, sulphate, chloride, 

and nitrate, all these constituents being expressed as 

milligram equivalents per liter.

7. Potassium (K), expressed as milligram equivalents per liter.

8. Carbonate (C03 ), expressed as milligram equivalents per liter.

9. Bicarbonate (HCO_), expressed as milligram equivalents per liter.

Note: Because the normal carbonate (CO,) occurs infrequently in 

irrigation water it is not reported separately in most of 

the tables. Where it is reported by the analyst the values 

are added to the values for the bicarbonate in the tables.

10. Sulphate (SO*), expressed as milligram equivalents per liter.

11. Chloride (Cl), expressed as milligram equivalents per liter.

12. Nitrate (NO,), expressed as milligram equivalents per liter.

13. Silica (SiO ), expressed as parts per million.

T/Methods of analysis used in the Rubidoux Laboratory, Riverside, Calif., U.S. Dept. 

Agr., Bur. Plant Industry, 11 pp., revised March 20, 1933. (Mimeographed.)

(3)
14. Boron (B), expressed as parts per million.

Note: In general the boron values reported in the tables of group 1 

were determined at the Rubidoux Laboratory by the method of 

electrometric titration, while those in the tables of group 3 

were determined at the Water Resources Laboratory of the 

Geological Survey by the colorimetric (turmeric) method.

15. Pluoride (F), expressed as parts per million.

Note: In general the fluoride values, reported only in some of the 

tables of group 3, were determined at the Water Resources 

Laboratory of the Geological Survey by the ferric thiocyanate 

colorimetric method.

16. Silt (total suspended matter), expressed as tons per acre-foot of water. 

Note: Since the chief objective of the investigations here reported 

has been to learn the conditions of salinity in the area, only 

incidental consideration has been given to the silt burden 

of the streams. In collecting the water samples no serious 

effort has been made to obtain samples that would adequately 

represent the silt conditions, and consequently the data on 

silt content here reported should not be taken as the best 

obtainable.

COMPUTATIONS AND INTERPRETATIONS

The tables of detailed analyses in groups 1 and 3 generally include one column 

headed "Percent sodium" and another headed "Percent chloride." The values reported in 

these columns are derived from the analytical data reported in the tables. The values 

for percent sodium are obtained by dividing the sum of the values for all the cations, 

calcium, magnesium, and sodium (including potassium if reported) into the values for 

sodium (and potassium) multiplied by 100.

That is, Na (+K) x 100 = Percent sodium 

Ca + Mg + Na (-HC)

Similarly the values for percent chloride are obtained by the formula

(Cl + N0? )x 100 - Percent chloride 

HC03 + S04 + Cl + N03

(4)
The significance of the derived value, percent sodium, is due to the role of the 

basic or cation constituents in the exchange reactions that occur when water containing 

dissolved salts conies in contact with the soil. The use in irrigation of waters containing high sodium percentages tends to impair the physical condition of the soil 

while the use of waters of low sodium percentages tends to maintain good physical condition or to improve poor physical condition where that condition has been caused by 

the deflocculation of the clay fraction.

The significance of the value, percent chloride, is less directly agricultural. 

It is probably true that with equal concentrations of total dissolved solids the water 

having the higher chloride percentage would be the less desirable because the chloride 

constituent is regarded as more toxic than the sulphate or bicarbonate. Probably the 

chief value of reporting the chloride percentage is that together with the percent 

sodium it indicates the general character of the water involved or the degree of relationship between waters from different sources.

The. fact that the conductance (specific electrical conductance, KxlO5 at 25°C.) 

of water samples is extensively used in this report as a measure of the concentration 

of the dissolved salts warrants an explanation of the meaning of the term and of the 

significance of the measurement. Speaking technically, the conductance of a water sample is the reciprocal of its electrical resistance. The electrical resistance is what 

is actually measured. The resistance, measured in ohms, is determined by means of a 

Wheatstone bridge and a suitable vessel in which two platinum electrodes are immersed 

in the water to be tested. With suitable means of temperature control or of compensating for differences of temperature of the water, the electrical resiatance may be 

measured,and the result of this measurement may be computed into the equivalent 

reciprocal of the resistance, which is the conductance, and the value stated as of a 

definite temperature. Because the measured resistance is more than 1 ohm and often 

several hundred ohms, the reciprocal is a decimal number. The letter K is the conventional symbol for electrical conductance; when it is followed by the symbol "X10 " 

it means that the decimal point has been moved 5 places to the right. The expression 

"at 25°C. n means that the resiatance was determined with the solution at 25° Centigrade or that the resistance reading was compensated to its equivalent at that temperature .

(5)
Conductance Is a relative measure of the concentration of total dissolved salts, 

or more specifically, of the total dissolved electrolytes In the water sample. It 

Is a measure of the Ionic concentration, and because the various Ions have different 

weights when measured gravimetrlcally the results of a conductance determination 

may not be converted precisely Into a gravimetric measure of concentration such as 

parts per million or tons per acre-foot. There Is, however, an approximate relationship between the two measurements, when applied to the systems of mixed salts that 

occur in natural waters. This relationship is such that, In general, natural waters 

having a conductance of 100 have a concentration of total dissolved salts of 0.90 to 

1.0 ton per acre-foot. With any group of water samples of the same type or from the 

same general source, It becomes possible to make a close approximation of the grt\rlmetric equivalent of a conductance value by determining both values for a number of 

representative samples.

In this report conductance, determinations have been given for a large number of 

samples In the tables of group 2. In the tables of groups 1 and 3 detailed analyses 

are reported. These detailed analyses Include the values both for conductance and 

for total dissolved solids. When It Is desired to convert the conductance values 

found In the tables of group 2 Into gravimetric equivalents It Is suggested that 

recourse be had to the tables of detailed analyses, where samples similar In source 

or type may be found, and a conversion factor obtained by taking the mean of the 

ratios between the conductance and gravimetric values for a number of such samples.

Water analysts usually report gravimetric concentrations of total salts or 

total dissolved solids as parts per million. In the present report such concentrations are reported as tons per acre-foot. The conversion from one scale to the 

other may be made by the factor 0.00136. In other words, parts per million is multiplied by 0.00136 or 136 x 10~ to obtain the value, tons per acre-foot. Similarly 

the silt content of water samples Is usually reported by analysts as percentage or 

parts per hundred. In the tables of this report, when the silt constituent Is Included, It Is expressed as tons per acre-foot by using the conversion factor 13.6. 

These conversion factors are derived from the assumption that an acre-foot of water 

weighs 2.72 million pounds.

(6)
In case it is desired to convert the values here reported as milligram equivalents per liter into the scale of parts per million (milligrams per liter), that 

may be done by the use of appropriate factors. These factors are the combining 

weights of the several ions related to hydrogen as 1. The factors conventionally 

used to multiply the milligram equivalent values are: For calcium, 20.0; for magnesium, 12.15; for sodium, 23.0; for potassium, 39.0; for carbonate, 30.5; for bicarbonate, 61.0; for sulphate, 48.0; for chloride, 35.5, and for nitrate, 62.0. If it is 

desired to compute the "total hardness" of a water sample to be expressed as the 

equivalent of calcium carbonate in parts per million, this may be done by taking the 

sum of the milligram equivalents of calcium and magnesium multiplied by 50.

(V)
The Rio Grande at Del Norte Gaging Station, Colo.

Located In Sec. 30, T.40N., H-5E., N.M.P.M.; 6 miles west of Del Norte, Colo. 

Zero of gage Is 7,9^2.21 feet above sea level. Samples and discharge data by 

Colorado State Engineer; analyses by U. S. Bureau of Plant Industry.

Laboratory

No.

10550

lOg 10

10312

10gl4

110 lg 10999

11000

110S7

11123 

11232 11309

11308

Date

of

Sample

Tan.

Feb.

Ifer.

April

May

June

July

Aug.

Sept. 

Oct.

Nov.

Dec.

No.

of

Samples

I

I

I

3

5

I

4

3

Discharge

c.f.s.

144

188

227

1,213

2,274

1,444

764

525

452

230

189

Conductance

EtUP

025*0

14.4

12.7

7*75

t>A2

12.3

9.2*

11.3

11.7 

15.7

12.7

14.6

IDS.

Tons

per

acre

foot

 15

,'lb

.IJ

.06

.U

.12

,15

:S.13 .15

Boron

Ppm

.07

.03

.03

.03

.04

.04

.05

.05

.06

pH.

7-| ^'4

7)4

7-3

7.2

7.3

7-2 

8.9

7-3

7-3

Percent

Sodium

43

24

27

19

£0

21

1

32 

22

23

25

Percent

Chlo'-

rlde

9

14

21

21

14

4

9

12

9 

14

5

8

Milligram ec

Calcium

(Ca)

.92

.81

.76

.43

 52

.53

.64

 76 

 73

 71

 77

Magnesium

(Hg)

.30

.20

.29

.38

 17

 32

.11

 25

:S.31 .36

Sodium

(Ha)

 92

 32

 39

.21

 15

.22

.40

.69

'$'.y>

 37

ulvalents l

Carbonate & bicarbonate

(OOr+HOOj)

1.24

1.14 n.64

.49

.74

 79

.64

.84 

1.00«

1.00

1.05

er liter

Sulphate

(S%)

 71

.07

.10

.09

.10

.54

.56

.84 .54

.18

.20

 25

Chloride

(01)

.1*

 19

.29

 19

.10

.05

.10

.20

 15 

.15

.05

.10

Nitrate

(NO,)

.02

tr

0

0

0

tr

.02

.01

0 

.05

.01

.01

Silt,

Tons

per

acre

foot

0

0

0

.001

0

0

tr

0

.46

0

0

'Includes carbonate (COj)

(a)
The Rio Grande at State Line (Lobatos) Gaging Station, Colo.

Located in Sec. 22, T.JJN., R.11E., Nat.P.M.; 6 miles north of Colorado-New Mexico line and 

10 miles east of Lobatos, Colo. Zero of gage ia 7,426.79 feet above sea level. Samples and 

discharge data by Colorado State Engineer; analyses by U. S. Bureau of Plant Industry.

Laboratory 

No.

g266 

gi*4g 

g5&o

^561 

9248 

9293

9070 

9lk4

9450

9g

9765

9929

9930

10122

10195

10275

10323

10413

10551

log 11 

iogi3

lOg 24 

11019 

11020 

11001

11088

11089

11173

11233

1126U

CBte 

of 

Sample

Jan. 9 

Feb. 

Mar .24

Apr. 26 

June 

July 23

Aug. 

Oct.

Nov. 26

Dec. 12

Jan. 

Feb.

Mar.

Apr. lg

May 29

July 10

Aug. 7

Sept. 25

Oct. 25

Nov. 27 

Dec. 16

Jan.

Feb. 

Mar. 

Apr. 

May 

June 

July

tag.

Sept

Oct.

Hov.

Dec.

No. 

of 

Samples

1

1

1

1

1

1 

1

5

4 

4

I

I

3

I

i*

5

Discharge

&

175 19

15 23.5

4g.6

64.6

171

179

15*

115

15

1,700

790

18fa

97 190

3S3

25S

252

316 

271 

1,146 

1.557 

327

124

154

213

420

401

Conductance 

Krlo5

n

1:1

54lo 

4.3

36.9

30.7

25.g

4 g

46^4

14.7

22.5

62.1

56.9

51-5

34.1 

32.6

28 .g

27.1

23.'? 

iE.7

4o.g 

62.5

41.6

44.4

40.1

30.0

28.6

TES. 

Tons 

per 

acre 

foot

.2g

.44

M 

.69 

.42

.47 

 39

.26

!4i

.46

.20

.22

 57

.50

.47

.30 

.2g

.26

 19 

!4g

.34

.45

.40

.24

 27

BoPpn

-

.22

.15

.07

.07 

.05

.09

.14

.06

.07

.n

.11

.14 

.06

.09

.05 

.09 

.09

.11

.10

.08

 05

pH.

g.O

7^6 

7-9

7-7 

7-6

7.6

g.2

7^6

g.4

7-3

7-3

g.O3.3

g.3

7*6

7.4

7.6

7-7 

7.6 

7-5 

7-3 

7.6 

g-3

7.4

7.5 7-5

8.9

7.2

PerSodium

\

33

1JO

3°

31

3g

41

33

42

3736

39 32

35

35 

35i

$

25

38

32

30

27

ParChloride

11

9 11

11

10

9

9 

n

g

g

10

9

i

17

13

10

9

11

6

6

g

14 

14 

13

10

g 

9

10

11

6

8

6

Milligram e

Calcium

(Ca)

1.65

1.55

2.67

2*35 

1.92

1.90 

1.70

1.72

1.36

1.36 

1.51

2.16

2.27

.73

1.34

2.g7

2* 53

^

1.54

2.07 

1.21

.95 1.99

2U7

2.18

2.01

1.30

1.51*

Ibgnesium

(Mg)

1.0g 

.42

 77

 97

1.20 

.g4

'73

.70

 55

.55

 ^7

 6g

 39

 53

1.03

1.04 8^5

.65

.60

.31

 52 

.70

1.06 

 7*

.80

.82

.83

.65

.60

Sodium

(Ha)

1.00 

1.45

1.66

3.75

£.06

2. 56

1.3*

.go

!gg

1.71

2.00

 55

z.(b

1.94

1.93

1.20 

1.00

.99

1-37

S.S1

1.01

1.83

1.32

.82

.78

uiralentg per 11

Carbonate & bicarbone te 

(COj+HCO^)

2.16 

1.77

2.07 

2.56

2.95

2.41

2.21

1*8

i:P2)56 3.15

 93

1.53

2.g2

2.2g

2.2g

iS

l.g4

2^1g 

1.29 

1.09 

1.78 

2.47»

2.52

2.52

2.11

1.60*

1-75

Sulphate

{Sfy)

1.17 

1.40 

2.10

2.33

4.75

1^30

1-25

 71

M 

.63

l.go 1.45

.22

.g4

3.22

2.90

2-55

1.29 

1.30

 90

.76

V.65

1.07 1.71*

1.59

.97

.88

er

Chloride

(CD

 38 

 33

:7l

,44

Af>

,45

.30

.20

.20

.44

.4o

.22

 33

 67

 53

 57 'it

.22

1

.40

-50

.25

.20

.15

Hltrate

(NO^)

.02 

tr 

.05

-03 

tr 

tr

.04 

.01

.01

.01

.01 

.02

.03

tr

.02

.01

0

0

tr

tr 

0

.02

0 

0 

tr 

0 

0 

,01

0

0

0

.03

.03

Silt, 

Tons 

per 

acre 

foot

.20

.04 

.16

.Og

.11

.20

.n 

.14

.24

.07

.15

0

.11

0

0 

0

.05

0 

.10 

0

.26

.03 .30

 05

0

* Includes carbonate

(9)
The Rio Grands at Otowi Bridge Gaging Station, New Ilex.

Located In San Ildefonso Pueblo Grant, at Denver and Hio Grande Western railroad bridge, 

2 miles southwest of San Ildefonso, N. Ilex., and 3 miles below Tesuque Creek. Zero of 

gage is 5,4gg.4g feet above sea level. Samples and discharge data by U. S. Geological 

Survey; analyses by U. S. Bureau of Plant Industry.

Laboratory 

No.

8265

$lm-

« 5i9

8880

9098 

9121

919?

9303

9379 9451

9539

9797 9803

9998

10063

10119

10194

10302

10565

10566 

10567

10552

10605

10676

10815

10825

1088g

11002

11003

11090

11147

11197

11225

Date 

of 

Sample

Jan.

Feb. 

Uar.

Apr.

May 24

June

July 

Aug.

sept.

Oct.

Nov.

Dee.

Jan.

Feb. 

War. 

Apr. 

Ifay

June

July

Aug.

Sept.

Oct.

Mbv. 

Dec.

i33i

Jan.

Feb.

Mar.

Apr.

Ifay

June

July

Aug.

Sept.

Oct.

Nov.

Dec.

No. 

of 

Samples

4

2

3

1

2

2

3

2

2

2

3

2 

1

3

I

2

2

3

3

2

3

2

2

3

3

3

3

2

3

I

Discharge 

c.f.s.

711

efrrz 873 

738

970

561

162

359 188

35|

333

563

827

^.399 6,100

i,46o

1,081

81'3

7*5

1,043 

665

592

739

l.Obl

5.59° 3.942

1,146

i,o4g

962

913

862

1,030

faSO

Conductance 

ExlO->

825*0

*'l

4l!&

3^«1

39-7

li'.o 47 !« 39.7

41.2

40.2

37-1

^

39.6 

39-3

22.9

35.9

52.3

39.2

41.4

41.2 

4l.O

35-9

36.7

50.7

33-9

25.1

29.0

37.0

37-?

35.*

*1.8

37.0

35.9

TUB.

Tons 

per 

acre 

foot

 37

.45

.30

 3*

 7*

.42

.47

 37

 3«

 38

.36

.36

.41 

f

.34

.50

.43

.42 

.42

.37

.34

.47

.32

.26

.31

.34

 35

.40

 3*

-31

Boron 

Pprn

.06

.05

 .

.09 

.09

.10

.16

.08 

 05

 05

.05

.07

--

.08

pH.

7.6

8.0

_.

7~&

7-5 

7.4

7.6

7-5

7-4

7-7

7-4

7.4

g!2

7-5

8.0

8.1

7-5

7-7

7.6

7-6

7-2

7-8 7.8 7.7

7-5

7'3

7-7

8.0

7 .4

7.6

8.3

8.5

Percent 

Sodium

32

46

27

29

51

20

26

25

30

29

3"

32

29 

32 

20

23

21

3°3030

g 30

292725172923

21

23

26

27

2U

29

Percent 

Chloride

10

10

10

g

12

6 

g

6

7

10

10

9

10

7

6

13

b

S

7

7

10

10

1D

11

11

5

5

7

5

8

7

7

Milligram ec

Oalci- 

(Oa)

1.92

2.23

1-93

2.08

2.09

5-53 2.80

2.98

2.12

2.21

2.16

1-79

2.29

2.84 m1-58

2.25

2

2.08

2.35 

2.28

2.15

2.23 2.7*

2.61

1.64

1.81

2.34

2.54

2.25

1^97

1.75

Magnesium

(Mg)

 «5

 73

.70

1.06

 97

1.51 

1.08

 93

.80

.86

.84

 75

S1.00

.36

 faO

.78

.65

fi

.65

.63

1.11

'?

.61

.63

1.17

 55

.67

.82

 83

.75

Sodium

(Na)

1.35

2.45

1.34

3.10

1.71

1.29

1.24

1.27

1.29

1.21

1.30 

1.48

 95

1.01

.44

1.19

1.67

1.28

1-57

1.14 

1.16

1.13

l.Oo X 'S

 op

.94

 71

.96

.90

1.00

1.19

.89

1.03

uivalsnts per liter

Carbonate & bicarbonate 

(COj+HOO^)

2.60

2.55

2.21

2.64

3.46

3.30

3-5^

3-25

2.90

2.80

2.71

2.36

2.36

2.95 

2.76 

2.92

'1.78

2.28

2.97

1.98

2)54

2-39

2.29

2.81

2.13

1.73

1.83

2.38*

2.34

2.13 2.52

1.95*

2.1?

Sulphate

(SC^)

1.08

2-39

1.01

1.43

2.02

4.93 

1.04

1.81

1.08

1.15

1.23

.94

1.64 

1.64 

1.32

1.41

.54

1.26

2.27

1.65

1.54

1.82 

.72

1.07

1.23

2.24

I.l4

.98

1.18

1.94

1.30

1.56

1^25

1.13

Ohioride

(01)

 38

 53

 71

S.29

.30

.40

.4o

 S

 31

.22

.14

.48

.29

.29

 31

 35

.40

 31

 33

.34

.15

.20

 25

.20

.30

.20

.20

mtrate 

(NO^)

.02

tr

.04

.01

.07 

.04

.03

.01

.02

.03

.03

.04 

.02 

.01 

tr

tr

.07

.05

.02

tr

0 

.03

tr

.02

tr

tr

tr

0

.04

,01

.01

.05

.03

 03

Silt, 

Tons 

per 

acre 

foot

l.tyl

2.49

11.00 

2.62

6.01

.50

 15

 35

 23

l.'2S 

4.28 

6.26

1.11

1.67

17.26

4.05 .d.31 .15

.01

~~

1,39

4 sg3

4.4l

.22

 79

1-17

.67

1.00

.16

.12

(oo3 )

(10)
RIO GHAHUE, SiS MAECIAL GAGING STATION, HBI MKXICO 

(Total Dissolved Solids in tons per acre foot)

Station located in Pedro Armendarig Grant Ho. 34, about one oil* along the A. 1. & 

S. V. Hailroad below the torn of San Uareial, in See. 19, T. 7s,,R.lt., N.M.P.M. 

Sage is located on steel railway T)ridge and metering cable is 1000 feet upstream. 

Water passing at this station is impounded in Elephant Butte Reservoir. Zero of 

gage is 4U55.38 feet above sea level. Samples and analyses by United States Bureau 

of Reclamation.

Date

4-22-20

U-22-20

U-25-20

U-25-20

U-30-20

5- U-20

5- g-20

5-11-20

5-1U-20

5-17-20

5-20-20

5-24-20

5-27-20

5-31-20

6- 3-20

6- 7-20

6-10-20

6-13-20

6-17-20

6-21-20

6-26-20

6-30-20

7- U-20

7- 7-20

7-10-20

7-13-20

7-22-20

7-25-20

7-28-20

7-31-20

8- 1-20

8- 2-20

8- U-20

8- 5-20

g- 6-20

8- 7-20

8- 8-20

8- 9-20

g-10-20

8-13-20

8-16-20

K-19-20

8-22-20

8-24-20

8-27-20

8-31-20

9- 3-20

9- 6-20

9- 9-20

9- 9-20

9-16-20

9-19-20

Disch. 

c.f.s.

1982

1982

1800

1800

1893

5437

5928

9180

10745

11528

75* 13425

22U65 22500 1965U

12113

19399

16750

129&8

99S6

6370

8167

6919

5932

3371

2253

637

^57

507

390

390

390

1028

940

1115

607

575

575

350

839

723

515

753

1034

508

223

187

121

39

39

16

22

T.D.S.

 a 54

.71

.76

 73

.81

.U6

.76

-52

.65

.41

 52

 71

.46

.U9

 71

.24

 57

 38

.43

.38

1.14

1.06

.46

 3557

 54

.68 V

.lU

.03

' .17

.60

 77

.Ul

 ??

.44

.29

.28

.92

1.14

.98

.87

.82

.98

.84

.87

.82

 71

.87

 90

1.01

Date

9-19-20

9-22-20

9-25-20

9-28-20

9-30-20

10- 3-20

10- 3-20

10- 9-20

10-12-20

10-16-20

10-19-20

10-22-20

10-25-20

10-28-20

10-31-20

11- U-20

11- 8-20

11-12-20

11-15-20

11-18-20

11-21-20

11-211-20

11-27-20

11-30-20

12- 3-20

12- 6-20

12- 9-20

12-12-20

12-15-20

12-19-20

12-23-20

12-27-20

12-31-20

1- 3-21

1- 6-21

1- 9-21

6-15-21

6-18-21

2- U-21

2- 7-21

2-10-21

2-13-21

2-16-21

2-19-21

2-22-21

2-25-21

2-28-21

3- 3-21

3- 6-21

3- 9-21

3-12-21

3-15-21

Diseh. 

c.f.s.

22

192

209

129

111

1*

12U

121

128

129

179

257 326

601

629

709

699

706

975

823

830

790

781

786

765

696

6U8

610

601

606

635

6Ui

619

62*

662

66U

678

762

806

926

892

725

819

990

64U

700

765

1362

1696

1503

1510

950

T.D.S.

.98

l.lU

.76

.87

 93

.98

.82

.82

.82

.93

1.01

 71

.68

.95

.65

.65

.92

.79

.76

.U9

.52

 93

 52

.60

.84

.84

.71

.65

.63

.63

.65

.63

.68

 P

.68

.73

 71

.63

 73

.65

.79

 S8

.68

.68

.68

.60

.63

.60

.60

.60

.63

 63

Date

3-18-21

3-21-21

3-24-21

3-27-21

3-30-21

4- 2-21

U- 5-21

U- 8-21

U-ll-21

U-15-a

4-18-21

4-21-a

1^24-a

U-28-21

U-30-21

5- 3-21

5- 6-21

5- 9-21

5-ll-a

5-15-21

5-18-21

5-21-21

5-2U-21

5-27-a

5-30-21

6- 2-21

6- 5-21

6- 8-21

6-11-21 6-iU-a

6-17-21

6-20-21

6-23-21 6-26-a

6-29-21

7- 2-21

7- 5-21

7- 8-21

7-n-a

7-llt-Sl

7-17-21

7-20-21

7-23-21

7-26-21

7-29-21

8- 1-21

8- U-21

8- 6-21

8- 9-21

8-12-21

8-15-21

8-18-21

Disch. 

c.f.s.

596

589 1990

1288

1427

1032

858

972

572

282

736

784

>«00

1051

988

722

3700

5Ugo

U570

3080

3769

U22U

322>t

3859

U028

3870

7^38

11512

llitUl

13^21

16839

19360

12770

7Ul5

^500

3061

26¥l

2006

1238

10§>*

1262

823

3530

8650

6205

5U63

3808

1932

1392

1792

2121

2100

T.D.S.

.in

.Ul

 57

.52

.m ?u .41

 U9

.U6

.1*6

.Ul

.1*U

:S.30 .38

.27

 35

.30

.2l>

 35

M

M

.27

 33

.25

 19

 5*

 33

:S.in

.33

 27

.19

.27

 30

.24 .in

.U6

.38

1.28

.16

1.28

1.09

.95

 73

.84

 90

1.1*

1.17

Date

8-21-21

9- 2-21

9-11-21

9-20-21

9-29-21

10- 8-21

10-20-21

10-20-21

11- 7-21

11-16-21

12- 3-21

1- 1-22

2- 1-22

U-18-22

5- 3-22

5-25-22

6- 2-22

6- 8-22

6-11-22

6-15-22

6-19-22

6-23-22

6-27-22

2- 1-24

2- 7-24

2- 6-24

3- 1-24

 J-17-2%

k 1-24

4- S-24

U-26-24

5- 8-24

5- 9-24

5-10-24

5-11-2U

7-12- 2U

7-2J-24

3-25-25

3-28-25

3-31-25

U- 3-25

U- 6-25

U- 9-25

4-12-25

14-15-25

U-18-25

U-2U-25

5- 3-25

5- 6-25

5- 9-25

5-12-25

5-15-25

Disch. 

c.f.s.

2380

2110

826

SOU

326

4U7

404

404

U7U

712

729

1411

1017

1075

3570

5990

9340

4880

4686

5330

4250

3700

3033

950

1270

lUso

1180

1010

2020

3940

10300

9640 9690

9680

9980

1U80

80

860

700 1530

1010

910

1400

1230

lUlO

ago

2800

1U20

1020

1200

1380

1180

T.D.S.

1.17

.68

.51*

 71

 t

.63

 52

.71

.57

.54

1.55

 72

.84

.49

.60

.48

.24

 30

.27

'I

.24

 27

 5*

 ^

.54

 27

.27

.27

.54

 27

.14

_ _

.27

 5^

.41

.Ul .54 .68

.68

.Ul

 P

.Ml

 ^

 5U

 51*

 5^

.68 .54 .54

(11)
SIO GRANDE, SAM MAHCIAL GAGING STATION, NEW MEXICO - 2 - 

(Total Dissolved Solids in tons per acre foot)

Bate

5-18-25

5-21-25

5-24-25

5-28-25

5-31-25

6- 3-25

6- 7-25

6-10-25

7-26-25

7-29-25

7-31-25

8- 1-25

a- 4-25

8- 8-25

8-10-25

8-13-25

8-16-25

8-23-25

S-25-25

8-28-25

9- 1-25

9- 2-25

9- 6-25

9- 9-25

9-l?-25

9-15-25

9-16-25

9-19-25

9-21-25

9-24-25

10- 3-25

10- 6-25

10- 9-25

10-13-25

10-14-25

1O-19-25

10-28-25

11- 4-25

11-18-25

11-24-25

11-30-25

12-20-25

12-23-25

12-29-25

- 4-26

- 7-26

-10-26

-22-26

-?5-26

2-16-26

3-26-26

3-28-26

3-15-26

4- 1-26

4-11-26

4-14-26

4-30-26

5- 8-26

5-16-26

5-21-26

Disch.

C.f.B.

820

460

300

325

360

4oo

310

70

20

70

70

24o

1610

l4o

420

325

1670

200

90

200

220

40

970

1060

175

125

2l4o

830

270

570

27Q

182

82

84

300

710

1060

642

Sag

930

742

820

725

853

580

1000

775

754

651

663

663

605

687

842

977

1250

11*75

7175

8050

3595

64S7

T.D.S.

.5t

.27

.41

.68

.41

.82

.14

.68

.5*

1.77

2.1*5

2.72

1.90

2.18

2.04

1.36

1.90

1.09

1.36

1.09

2.45

1.22

1-77 2.72

1.77

1.36

2.45

2.04

1.09

1.50

1.36

.54

.82

.82

.95

1.50

 95

.82

.68

.82

.82

1.09

.95

.82

.68

1.09 r.68 .54

.82

.68

 95

.54

.95

.82

1.36

.82

1.09

 54

 27

.27

Bate

5-27-26

5-31-26

6- 6-26

6-15-26

7-13-26

7-31-26

8-14-26

8-16-26

9-15-26

9-20-26

10- 1-26

10-17-26

10-31-26

11-30-26

13-17-26

12-31-26

1-14-27

1-31-27

2-14-27

3-27-27

3-15-27

4-1 -27

4-16-27

4-30-27

5-16-27

7- 2-27

7-15-27

7-26-27

7-30-27

7-31-27

8-25-27

8-31-27

9- 9-27

9-15-27

9-24-27

9-30-27

10-14-27

10-31-27

11-16-27

11-30-27

13-16-27

1- 6-28

1-31-28

2- 5-28

> 1-28

3-16-28

3-31-28

4-15-28

4-30-28

5- 3-28

5-14-28

5-25-28

5-31-28

7-31-28

S-18-28

8-26-28

9- 1-28

10- 1-28

12-31-28

1-31-29

2- 6-29

Disch.

C.f.E.

10450

7950

7080

6200

1040

647

175

50

123

490

13

56

49

530

557

132

682

528

556

638

740

1508

1900

3730

4610

163

970

965

870

630

4800

481

3990

7100

4450

2500

1920

1092

1024 762

1320

960 663

820

730

887

1200

820

586

2350

4980

3925

4215

2JDO 254

558

1170

0

711

605

479

T.D.S.

.82

.41

 5*1+1

2.18

3.00

2.72

3.00

3.40

2.72

.82

.51*

.82

1.09

.82

.82

.68

.5!)

.54

.82

.41

1.36

 54

.82

!es

2.04

1.50

.41

1.36

1-77

 95

1.09

 95

.41

.41

3.54

.68 .54

.82

.54

.82

.82

,54

.68

.82

.68

.68

.82

.68

.68

.68

.82

3.40

3.00

1-77

1.09

1.50

.fag

 95

.82

Bate

2- 8-29

2-12-29

3-19-29

2-25-29

3- 2-29

3-14-29

3-20-29

3-25-29

3-31-29

4-10-29

4-14-29

4-16-29

4-20-29

4-22-29

4-22-29

4-24-29

4-26-29

4-28-29

4-30-29

5- 2-29

5- t-29

5- 6-29

5- 8-29

5-10-29 5-13-29 5-15-29

5-19-29

5-21-29 5-23-29 5-25-29

5-28-29

6- 1-29

6- 3-29

6- 5-29

6- 8-29

6-15-29

7-12-29

7-22-29

7-26-29

7-30-29

8- 1-29

8- 8-29

8-16-29 8-25-29 8-31-29

9- 5-29 3-25-30

5- 8-30

6- 8-30

6-13-30

8-22-30

9-23-30

12-15-30

12-31-30 1-15-31 1-31-31 2-15-31

3- 1-31

3-15-31

3-31-31

4- 6-31

Disch. 

c.f.s.

507

122

679

453

556

933

617

480

920

1500

870

596

1220

2100

2100

1530

1810

1790

1620

1520

i960

1620

2710

3480

5520

3960 4960

5920 7490

7810

5790

4480

3990

3390

3520

2810

547

387

2810

1660

1250

4860

5970

1220

2950

3180

818

3150

1720

1180

268

0

645

417

624

779

967

765

700

922

939

T.D.S.

1.09

.82

.95

1.09

1.09

.82

.82

.82

1.09

.68 .54

1.90

.54

.68

1.77

.68

.54

.27 .54

1.09

.54

 5U

.68 .54

.82

.54

.82

1.09

.68

.51*

.68

.41

'f

.68

.27

2.18

1.36

1.36

 54

1.22

1.09

 5>* .54

1.22

1.09

.68

1.36

.68

1.36

 95

1.36

.95

 95

 95

 95

.82

.82

.82

Date

4-13- H

4-18-31

V20-31

4-27-31

5- 9-31

5-15-31

5-21-31

5-27-31

6- 3-31

6- 8-31

7- 3-31

7- S-31

8- 4-31

8-10-31

8-16-31

8-26-31

9- 3-31

9-17-31

9-19-31

9-25-31

9-29-31

10- 2-31

10 -5-31

10-11-31 10-17-31

10-29-31

ll- 4-31

11-10-31

11-16-31

11-23-31

l?- 5-31

12-11-31

13-18-31

13-24-31

1- 6-32

1-14-32

1-21-32 1-27-32

2- 3-32

2- 7-32

2-13-12

2-18-32

3-25-32

3- 2-32

3- 8-32

3-14-32

3-21-32 3-27-32

4- 4-32

4-11-32

4-15-32

4-16-32 4-23-32

4-30-32

5- 7-32

5-12-32

5-18-32

5-24-32 5-31-32

6- 6-32

6-13-32

Disch. 

c.f.s.

529

1450

1470

1520

1710 1370

2000

669

421 156 323

829

720

1210

19

36

76 709

3839

6737

3507

752

1270

610

1+23

401

362

307

593

450

617

631

541

1000

1008

753 707 673

701

1024

2183

1320

1220-

1680

1620

1560

1350

1520

1520

3560

U44o

6260

3130

4770

6480

7630

ll46o

7270

4430

2450

T.D.S.

 95

.82

1.22

.68

.54

.68

.68

.82

.68 2.72 2.31

1.22

2.86

1.09

2.72

2.86

2.04

1.90

2.18

1.36

3.81

1.77

.82

.82

 95

 95

.82

.68

1.22

.68

 54

1.22

 35

.68

.82

.82

.82

.82

.82

1.36

.54

.82

.68

 54

 95

.82

.95

.82

.68

.82

.68

 27

 5"

.41

.^4

.il

.54

 54

.41

.41

(12)
The Bio Grande at San Marcial, H. Hex.

Gaging station located at railroad Drldge aboat 1 mile below San Marcial In Sec.19, T.7S., B.1W., 

H. «. P. M. Zero of gage IB 4,1*55.38 feet abore eea level. Samples collected by International 

Boundary Commission; analyses by U. S. Bureau of Plant Industry.

Laboratory 

Ho.

242

243

245

245

273

275

275 276 307

308

309

310

311 312 313

3l5

335

336

341+

356

365

366

367

1*54

455

456

1*66

469

470 

471 

496

517 

522

544

5*5

546

5|7

568

579

583

584 

595

596 

597

7456

7457 

71*58

7459 

7460

7496

Date 

of 

Sample

1231

June 20

 28

July 5

« 11

" 18

« 24

' 30

Ing. 13

« 25

Sept. 1

' 5 

* 10

» 16 

" 27

« 30

Oct. 3

" ^3

" 28

' 31

SOT. 12 

" 13

» 22

 23

Feb. 10

" 13

« 21

" 28

Uar. 24

" 30 

" ' 13

" 29 

May 5

" 9

" 17

« 23

« 30

June 3

" 5

« 15

" 17 

» 18

« 19 

" 20

" 23

f 25

» 26

« 28 

July 1

" 5 

» 8

Discharge 

o.f.e.

3.990

3.960

5.570

2.290

1,870

2.000

800

865 1,513

1,269 513

238

20.8 

82

103

295

255

271 

752

447

377 

612

618 671

619

646

519

718

928

669

457 

310 

177

171 

870

1.252

498 3.150

3,811

3,601

fr tha t,yty

3,240

2,755 

4.591

6,546 

9.977

11.246

4,882 

5.71*

2,722 

1,371

710 

1.251

Conductance 

Kx!05

39.0

42.0

71.0

43.0

58.0

61.0

111.0

99.0 

112.0

127.0

87.0

79.0

101.0 

136.0

123.0

92.0

90.0

85.0

83.0

82.0

79.0 

79.0

89.0

85.0

87.0

94.0

91.0

77.0

96.0

75.0

79.0 

77.0 

87.0

89.0 

68.0

66.0

71.0

55.6

39.0

36.0

36.0

141.0

67.0 

174.0

180.0 

148.0

151.0

107.0 

92.9

64.1 

62.6

80.6 

131.0

IDS. 

Ions 

per 

acre 

foot

 &

.42

.64

.40

 50

 58

1.15

.95 

1.13

1.29

.84

.77

1.02 

1.29

1.06

.89

.82

$

 72

1.69

.63

.77

.86

.84

.71

.90

.74

^83

.92 

.64

.65

 71

"43

 35

40

1.51*

.72

1.81

1.83 

1.1*

1.61

.98 

 92

.61 

.60

.79 

1.32

Boron 

Fpm

__

_

T

_

~

_

~

__

_

__

__

__

~

__

~

_

pH.

_

. 

_

_

~

_

-

 _

_

_

_

_

Percent 

Sodium

41

53

38

35

32

45

33

58

53

57 

53

H

39

50

53

53

£7

43

45

1*6

45

50

48

5^

50

47

P45

50

5\

48

40

37

52

Si

48 

38

39%$

Peroent 

Chloride

20

22

10

16

19

12

16

22 

18

16

21 

18

28 

22

20

25

21

19 

20

29

17

15

19

23

23

27

27

24

17

16

22

25

25

18

16

22

18

25

2&

28 

14

12 

24

11

12 

11ii

S

Milligram eaulTalenti T>er liter

Calcium

(Oa)

1.90

2.10

3.30

2.10

3.00

3.30

5.40

5.60 

4.05

4.95

3.15 

3.15

3.75 

6.00

5.70

5.05

3.^5

3.55 

3.45

3.30

3.90 

3.90

3.90

3.45

3.75

4.35

3-75

3.45

5.05

3.15

3.15 

3.45 

3.90

3.75 

3.15

3. CO

3.15

3.00

2.25

2.10

2.40

7-05

3.30

8.55

7.50 

7.05

8.UO

53?

3^05

2.80

4.10 

6.00

liagneslum

.50

.50

1.50

1.10

1.30

1.30

1.50

1.70 

1.53

1.79

1.02 

1.02

2.18

1.79

1.1*1

1.02

1.15 

1.02

1.28

1.1*1 

1.1*1

1.40

1.40

1.40

1.28

1.1*1

1.15

1.28

1.53

11

1.66 

1.28

1.1*1

1.1*1

1.15

.65

.64

.64 2.56

1.02 

3.20

3.32

2.56 2.96

1.87 1.74

1.28 

1.20

1.85 

2.17

Sodium

(Ba)*

1.70

2.90

2.90

1.70

2. CO

2.00

5.60

3.60 

7.57

7.85

86.26

4.72

5-54

5U3

5.12 

5.46

4.09

3.94 

5.08

4.03

4.00

4.35

4.64

5.11

5.27

6.25

4.68

5.05 

5.21 

4.78

3.54 &5.57

3.32

2.67

1.81

1.77

7.03

4.29 

8.30

10.01 

6.01

5.97

5.98 

3.90

2.66 

2.52

3.19 

6.21

Carbonate & bicarbonate 

feOj+HCOj)

2. CO

2.CO

3.20

2.40

3.20

2.80

3.20

3.60

2.80

2.UO

2.80 

2.80

3.20 

2.80

2.40

3.20

2.60

4.00 

2.80

2.40

3.UO

3.40

3.70

3.00

3.40

3.60

3.20 5.00

4.00

4.00

4.00 

3.20

3.60

4.00 

2.80

3.20

3.60

3.20

2.80

2.40

2.1*0

2.40

2.80 

2.40

2.80 

2.80

2.50

2.50 

2.75

2.45 

2.55

2.85 

3.10

Sulphate

(sou)

1.30

1.50

3.70 1.70

1.90

3.00 7.30

4.90 

7.95

9.79

fcS

2:3 7.41

5.00

5.00

3.92 

5.33

4.27

4.25 

4.59

3.83

3.85

3.90

3.87

5.27

2.87

4.78

3.76

4.13 

4.40 

4.09

4.46

3.27

2.75

3.93

3.07

1.56

1.35

1.21

10.24

3.41 

15.85

15.63

10.42

13.00

8.09 

6.25

3.50 

2.99

4.84 

9.1*0

Chloride

(01)

.80

1.20

.80

.80

1.20

.80

2. CO

2.1*0 

2.1*0

2.40

2.00 

1.60

3.20 

3.20

2.40

2.80

2.00

1.80 

1.80

2.00

1.60 

1.UO

1.80

2. CO

2.20

2.80

2.80

2.00

2.80

1.60

1.60 

1.60

2.UO

2.40 

2.00

2.00

1.60

1.20

1.20

.80

1.20

4.00

2.40 

2.80

2.40 

2.40

1.88

1.1* 

1.11

1.01 

1.06

1.59 

2.07

 1-

trate 

<K>3 )

_

~~

~~

~

_

~

-

~

~

~~

__

.01

.01 

.01

T. 

.04

.04 

.01

Silt, 

Tons 

per 

acre 

foot

12.85

11.58

22.60

9.62

7.10

8.12

37.00

11.90 

67.30

52.60

13.60 

5.83

1.29

26.11

13.06

8.98

6.30

6.5g 

13.88

7.34

~

~

~

13.92

8.78

9.11

7.55

6.50

3.73

1.97 

1.29

1.14 

7.88

3.22

7.75

27.90

15.10

16.60

11.42

42.90

18.10 

78.60

124.50 

106.10

57.94

as12.38 

7.89

10.47 

54.00

 For samples prior to Ho. 7456 the eodlum nas calculated; for the subsequent samples It nas determined.

(13)
Rw £10 Grand* at Sen liaralal, S. Hex.

Laboratory 

Be.

7*97 

7*98

7*99

7517

7518

7519

75*1

75*2

75*5

76*9

761*5

76*7

7675 

7765

7889 

7890 

7891

7892

7893

7894 

8072

8073

8074

8075

8076

8077

8267

8268 

8269

8270

8271

8195 

8206

8214

8250

S26l

8277

8319

8359

8371

8388

8407 

8444

845*

8475 

8502

8538 

8563

8579

8622

8697

873*

Date 

of

Saaple

July 10 

11

13

15

17

18

19

21

26

27

tag. *

10

13

17 

25

Sept. 3 

9 

15

23

29

o t. 7

13

20

28

HOT. 3

11

17

Dee. 1

9 

19

27

Jan. 3

10 

17

24

31

'*'l4

20

Mar. 2

6

22 

28

t ir. 3

10 

17

23 

Hay 2

S

23

29

charge

O.f.B.

e312 170 526 2,626 1,605

580

1,339

1,200

1.773

90S

375

120

15

76 

2 

4,044

238

189

231

35*

193

213

S

501

671 

1,010

916

827

_

__

__

__

__

_

~

368 

203

156

301 

1.530

653 

276

159

12

9

*

Conductance.. 

KxlO'

163.0 

147.0

129.0

117.0

179.0

184.0

159.0

124.0

177.0

155.0

146.0

119.0

124.0

147.0 

154.0

136.0 

154.0 

173.0

115.0

139.0

164.0 

122.0

121.0

127.0

135.0

114.0

114.0

11*.0

108.0

93.9

98.1

92.0

81.5 

92.0

92.9

88.9

89.1

81.0

84.6

2"9

96l?

106.0 

103.0

131.0

114.0 

103.0

90.7 

110.0

118.0

148.0

166.0

181.0

IDS. 

Tone 

per 

acre 

foot

1.67 

1.48

1.24

1.12

1.89

1.91

1.67

1.25

1.9*

1.65

1.59

1.2*

1.30

1 W

103 

1.59 

1.96

1.28

1.61

1.77 

1.16

1.20

1.22

1.23

1.10

1.09

1.03

1.03 

.97 .98

.86

.76 

.89

.89

.86

.78

.78

.80

.83 

.96

.9* 

.9*

1.20

1.07 

.93

.82 

1.02

1.09

1.12 *-*j^

1.48

1.57

Boron 

Ppm

-

~

. 

_

 

_

E

_-

___

 . **~

.16 

.16

.20

.16

.16

.17

.15

.l5

.16 

.20

.20 

.16

.18

.18 

.20

.17

.21

.23

.26 .30

pH.

-

_

E

~

___

_

 ~

7.7

7.9

r.s

7.6

7.8

7.8

7-9

7.8

7.8 

7.7

7.8 

7.7

7.8

7.7 

7.8

7.7 

7.9

7-9

7.8

8.0

7.8

Percent 

Sodium

*7

52

*6

*1

43

40

44

39

41

45

55 

52

42

*7

35

8

*9

*3

*9

52

47

*9 

*3*6

1*1

148

51

49

505?

5251

50

57*7

48 

4*

48

52

6*

66

Percent 

Chloride

12 

16

23

26

13

17

11

1*

11

10

10

13

18

I2*

33

10

19

21

20

22

20

23

23

20

22

22

21 

19

20

22

22 

21

23

22

22

20

21

2*

23 

23

24

27

25 

20

23 

25

26

365i

42

Mil]

Calol- 

(Ca)

7.20 

5.95

5.00

5.53

8.27

8.27

7.65

5-78

9.33

7.25

7.*7

6.20

5-50

5.08 

5.77

5.75 

5.95 

9A3

5.12

5.63

6.92 

5.22

5.18

5-50

5.05

5.83

*.90

4.68

*.*7 

4.28

4.20

4.07

3.18 

3.82

3.96

3.66

3-77

3^85

3.32

3-67 

4.06

4.42 

4.25

4.98

4.4S

3l69

4.*7

4.60

4.46

*.50

Magnesium

(Kg)

2.69 

2.60 1.63

1.76

2.89 3.05

2.95

2.30

2.80

2.46

2.17

1.51

1.83

1.90 

2.96

1.2* 

.81 

2.78

1«54

2.87

1.87

1.62

2.05

2.03

1.20

1.35

1.81

5:g 1*71

1.71

U2*

1.27

1.06

1.16

.93

1.01

1.11

1.02

1.19

1.1*9 

1.57

2.23

1.62 

1.62

1.31 

1.42

1.36

1.77

1.6H

1.7*

Horn eottiTalent

Sodium

(Ha)»

8.20 

7.3*

6.75

6.08 8.70

8.92

7.34

5.65

7.88

7.33

6.26

5.30

5.82

8.32

7.99

7.96 

10.61 

8.74

6.09

4.62

8.55 

5.90

6.45

5.16

6.62

6.63

6.12

5.*6

4! 68

4.11

a*.37

*.97

3^92

5.33

5^02

5.75

5.18

5.13

^96

*.76 

5.35

6.22

9.06

10.73

11.65

Carbonate & bicarbonate 

J303+H003)

3-25 

3.15

3-30

3.05

2.75

2.90

2.85

2.90

2.60

2.95

3.00

3.35

3.00

iio 

5.05

3.95

5.25

4.30

3.20

3.45 3.05

3.80

3.75

3-25

3.90

3.80

3.65

3.68

3! 68

3-73

3-*3

2.55 

3.25

l'.&

3.53

3.25

3.29

3.09

3.0* 

3.38

3.53 

3-58

3.70

3.37 

3-32

3.03 

3.25

3.59

3.69

3-5*

3.93

e Tier liter

Sulphate

(sou)

13.04

10.39

7.38

6.19

1*.S6

1*.50

13.13

9.3*

15.25

12.66

11.22

8.05

7.87

7.6H 

6.46

7.71 

6.57 

14.81 7.03

6.91

11.18

6.3*

6.97

6.84

6.91

6.28

6.18 5.90

5.78

5.76

*.9S

1*.17

4.23 

|*.63

4.21 *.l*

4.1*

3.78

3.89

3-93

5.25 

*.69

5.00 

4.80

6.26

5."22

4.22 

5-23

5-53

5.99

6.67

6.77

Chloride

(01)

2.26 

2.55

3.08

3.27

2.65

3.51

1.97

1.88

2.21

1.68

1.59

1.73

* 1

3i62 

5.38 

2.00

2.38

2.76

3.62

2.78 2.63 3.06

3.11

2.58

2.73

2.68

i!ii

2.20

2.10

1.96

2.01

2.30

2.06

2.11

1.72

1.87

2.15

2.20

2.3*

2.68 

2.63

3.63

2.92 

2.12

2.08 

2.76

3.2*

5.52

7.02

7.84

Hitrate

T. 

.05

.07

.05

.02

.07

.05

.05

.07

.03

.02

.01

.01

T. 

.02

.03

.01 

.02

.04

.05

.05 

.01

.03

T.

.0*

.01

.01

.01

.01* 

.02

.03

.03

T.

.03

.01

T.

.02

.05

.04

.02

.01 

.03

3.05

.04

*T.

T.

.04

.05

.06

Silt, 

Tons 

per 

acre 

foot

91.80

2l!o8

8.30

69.35

118.32

77-90

39.30

86.10

84.85

105.9*

40.50

31.28

13.60

3.81

12.77 

2.99 

1*7-70

12.38

73.*

27-33

18.80

11.42

|K57

4.73

12.00

9.70

9.36

11.29 

13.08

10.08

S.6H

10.68 

9.79

12.91

7.59

7.33

9.10

6.6*

7.56

ft?X :S

1.69

2.0*

10.93

3^02

.91

.19

..19

.10

(14)
Ihe Bio Qrande at San Marclal, H. Hex. 

- 3-

laboratory 

He.

8746

8747

9600

9541 

9427

9428

9429

9601

95*2

9543

9*30

9S4H

9^32 9433 9545

95*6

95*7

95*8

95*9

9550

9551 

9710

9711 

9712

9719

9656 

9657

9658 

9659 

9660

97a

9916

9917 

9918

9919

9920 

99a

9922

9925

1

009*7 9927

10026

10027

9928

10028

10029 

10030

Date 

of 

Sample

June 4

 7

Ans. 28-

Sept. 1

9

18

24

25

30

Oct. 9

15

24

30

HOT. 5

13

19

28

D«o. 4

10

19

27

Jan. 2 

8

14 

23

29

Tb. 7 

14

2026

liar. 4

13

19

25 

31

A r. 6

12 

18

27

May4 

9

15

20 

22

24

26

29

June 4 

7 

10

ii

Discharge 

e.f.e.

39

13

3,9*

88 

280

20

6,756

159

2

27 

9

5

9

31

33

182

219

724 

996

556

IS

550 

633

£o

s*i

244

94

167 

61

795

468 

511

1,516

6J882

4,612

6,108

7.382 

4.996 

7.239

7,550 

6,932

Conductance,. 

KjcuP

 2500

308.0

175.0

165.0

235.0 

122.0

199.0 

156.0

169.0

173.0

2-40.0

187.0

204.0

200.0

199.0

162.0

166.0

125.0

120.0

120.0

108.0

107.0

105.0 

135.0

112.0 

131.0

104.0

105.0

123.0

112.0 

116.0 

108.0

119.0

148.0

129.0 

138.0

1-40.0

125.0 

1-40.0

87.8

103.0

».6

84.5

82.9 

70.3

71.9

67.0 ???? 

rovo tnro 

43.7 

58.6

CDS. 

Tone 

per 

acre 

foot

1.64

1.67

2.65

2.07

_

1.71

2.10

1.73

1.80

1.77

1.77

1.47

1.56

1.18

1.13

1.12

1.00

.99

.97

l!o2 

1.21

.93

.95 

1.07

1.05 

1.15

1.01

1.10

1.39

i.a

1.28 1.31

1.18 1.30

.89

.99 

.97

.80

:R

.69

.57

:i

I*a

^51

Boron 

Pp»

.22

__

.26 

.11

.20 

.20

_

 32

.3*

.20 

.22

.3*

.22

.21

.30

.2*

.22

.22

.20

.20

.18

.2*

.a

.28

.20

.16

.18

.18

Ii7

.19

.26

*i

',26

.2* 

.22

.19

.20 

.20

.18

.15

_

.06 

.09

.09

pH.

7.8

7.5

7.4 

7-5

7.0 

7.9

7«*

7**

7!* 7*.9

7.9

7.8

7.7

7.7

7.5

7.6

7.*

7.3

7.7

T|g

7»* l'.e

7-5 

7.5 7ii

7.2

 17.6

7.9

7.6

7ll

7»*

111

7«5 j.4

7-ie '3

7.4 

7.1

Percent 

Sodi- 

-ojn

49

57

42

1

53

50

*7

64

56 

63

63

6l

5*

51

49

46

46 *5

*5

46

1

46

46 

51

11 

47

47

52

5*

50

*7

8*5

8

38

40

32 

31

38

3331

28

Percent 

Chloride

17

32

12

8 

18

15

31

15

17

^5

£

4i

41

3*

29

22

20

a

20

19

22

32

23 

26

21

a

29

25 

19 

23

25

19

26

29

28

26 

29

20

22 

23

20

19

16

17

17

11

8

12 

25

Ifil]

Calci-

 Offl

(Ca)

12.*5

5.73

7.93

13.*7 

5.61

8.66 

5.30

6.78

7.70

6.26

5.85

5.42

5.50

5.20

5.93

5.03

5.13

5.07

4.63

4.61

4.41

*!<»

4.45

4.31 

4.65

4.26 

j>.12

4.56

6.3*

4.89 

4.89

4.98

4.76 

5.04

7.62

4.38 

4.03

3.56

3.5f 3.16

3.26

3.23

2.68

2.46

2.58

2.22 

3-05

llagne- 

(« )

5.94

2.03

2.58

&w

3.H

2.09

2.17 2.16

2!*

2.00

2.30

2.36

2.%

1.64

1.73

1.76

1.61

1.49

1.50 

1.67

1.52 

2.72

1.47

1.59 

1.65

1.49 

1.77 

1.39

l.DD

2.18

1.69 

1.82

1.81

1.95 

1.79

1.2-4

1.51 1.36 l.fo

.89

1.22

1.06

.84

1.03

.81

ilo* 

1.33

<___ iqTn1--rnlfTl 1

Sodl-

 011

<Ia)»

17.83

10.28

7.68

10.23

5.29

10.53 

8.45

8.88

8.75

15.31

10.65 

13.04

12.67

12.13

8.97

8.82

6.39

5.83

5.87

5.12

5.01

5.07 

6.91

5.52

6.20

4.96

5.06 

6.43

5.|5 

5-67 

5.16

6.22

7.20

7.36 

7.67

7.61

6.54 

7-69

4.18

4.90 

4.96

3.97

3.88 

3.17

2.61

2.79

2.11

1.57

at

Cartonate & -bicarbonate 

fcOjtHC03)

5.12

4.03

4.62

4.53 

3.54

4.72 

3.15

1.82

4.23

4.03

3.5* 

4.13

4.08

4.03

3.44

3.**

3.79

3.79

3.79

3.64

3.5*

3.39 3.10

3.64 

4.03

3.88

3.44 

3.*

II

3.98

4.28

3-69 

3.78

3.88

3.64 

4.03

3.15

3.15 a

3)19 2.80

2.75

2.90 

2.87 

2.36 

2.67

2.51 

2.80

Sulphate

(K-4)

24.90

8.42

11.69

21.22

7.03

14.27 

7.86

13.56

11.29

9.02

8.62

7.26

7.57

7.94

7.54

8.63

f.33

6.22

6.10

5.36

5.43

5.16 

6.41

5.28 

6.41

4.80

5.10 

5.71

5.14 

6.66 

4.96

5.36

8.63

6.37 

6.43

6.67

6.18 

6.53

4.22

5.12

4.80

4.06

3.7* 

3-09

3.19

3.20

2.73

2.08

2.a 

1.90

1.62

1.80

Chloride

(01)

6.19

5-71

2.18

2.23 

2.28

I'M

2.72

lo!s6

6.94 

9.03

8.25

8.23

5.60

5.04

2.76

2.47

2.57

2.18

2.13

2.3* 

4.37

2.58 

3.63

2.29

2.29

3.68

2.88

2.44 

2.53 3.13 3.07

3.51

4.18

4.18

£31

1.78

2.40

2.44

1.78

U20

1.16

1.16

.67 

.43 

.71

JS

«-

trate 

(HO-j)

.01

.07

T.

.01 

.01

.01 

.01

 -

T.

.03

.01 

0

.01

.01

.01

T.

.02

.03

.03

s

Io5

*°?

.04

.04

.03

I<J3

.06

.04

.02

T.

.02

.01

T.

.04

.03

.02

.04

.0*

.03

.03

Io4 

.03 

.01

.02

.04

.03

Silt, 

Tone 

per 

acre 

foot

113.08

- 

_-

107.43 

39.23

66.68 

1.60

35.28

.88

.86 

.20

.04

.23 1.50 1.17

9.59

11.06

8.30

11.70

10.35

10.58 

15.74

12.95 

10.50

8.95

9.30 

9.57

7.* 

15.35 

8.08

3.44

26.3*

5.78 

1.71

1.62

.19 

3.*5

12.50

7.7* 

4.03

12.2-4

24.28

22.55 17.79 17.52

18.06 

10.93 

10.46 

15.57

7.3* 

10.25

(15)
The Bio Grand* at San Uaroial, N. liex. 

-4-

Laboratory 

Ho.

10106

10107

10108

10109 

10110

10111

10223

10224 

10225 

10226

1*73 

10474

1*75

10276

10476

10277 

10481

10278

10353 

10354

10355 

10479

10480 

10368

10386

10462

10463

w

10464 

10465

10466

10467

10468

10568

10569

10570

. _

10571

10572

10589 

10659

10660 

10661 

10662

10663 

10684

1074s

10749 10750 10751

10805

10806

10807

Date 

of 

Sample

June 19

22

25

28 

July 1

4

7

13 

19 

28

Aug. 5

12

18

22

28 

31

Sept. 10

 12 

" IS

 24

" 27

« 30 

Oct. 9

15

21

27

H T. 5

11

17

26

D o. 2

S

17

23

29

1936

Jan. 7

13

19

28 

? t>. 2

12 

18 

24

liar. 4

10

16

25 

31

Apr. 6

15

21

27

Discharge

O.f.8.

6.785

5.672

5,487

4,680 

2,7*

1.547

1.157

306 

126 

50

5.700 

11,500

508

884

18, 061

7?S

9,35? 834

352 

3*

678 

1.636 ' It!

348

297

562

2,065

1.509 

39f

826

888

1.046

865

780

732

908

927

950

73* 

883

844 

1,262

845

855 

1,177

887

l,24l 

987

213

1,*15

6.837

8,326

Conduct 

ance 

KxlO' 

 25°0

41.0

40.2

41.1

Jto.3

*8.1

55.0

63.9

80.4 

106«0

198.0 

204.0

111.0

110.0

196.0

117.0 

187.0

101.0

124.0 

129.0

86.4 

152.0

1*5.0 

93.3

98.8

96.2

80.5

75.1 

109.0

122.0

102.0

95.0

96.6

113.0

102.0

96.8

101.0

84.0 96.0

89.0 

99.3 

88.6

82.5 

90.1

86.4 75.5

88.8

100.0

70.9

66.2

^.3

 CDS. 

Tons 

per 

acre 

foot

.42

.38

.39

.73

.88

.96

2.15 

2.23

1.10

1.13

2.14

1.12 

1.85

.96

1.17 

1.17

i.6i

l.*7 

.82

.95

.89

.83

T>r:

.71 

.97

1.13

.95

1.01

.91

1.02

.96

OP

.88

.92

.78 

.87

.85

.93 

.83

.76 

 78

.80

.68 

.81

.90

.65

.61

.44

Boron 

Ppn

.09

.11

.11 

.1* 

.11

.11

.24

.30

.17 

.23

.15

.20

.22

.24

.22

ken

.13 

.18

.20

.17

.16

.13

.18

.17

ken

.17

.17

.15

'.22 

.15

.20 

.15

.17

.13 

.15

.16

.14

.13

pH.

7.5

7.5

]\\

7.6

7.5

7.9 

7.6 

7.*

7.8 

7.*

7.9

7.1

8.1

7.'6

7.6

]\l

7.'5

7.7

8.1

8.2

in t:

7.8 

7.8

7.9

7.9

7.7

7.5

7.7

7.8

in t:

7.6

7.8

8.0 

8.1

7.9 

7.7 

7.7

7.8 

7.6

8.0

8.0 

7.9

8.1

7.8

7.7

7.6

Percent 

Sodium

3*

?

?42

*7

49

36

44

23

37

*3 

25

*3 

51

5o 

375o

44

42

40

 an.it

$

525s

*7

48

505g

ansit

48

50

42 

50

48

48 

48

46

42

JJ5

40

37

3*

Percent 

Chloride

11

14

14

12 

13

16

16

21

23 

25

11 

9

16

7

g

14 

4

18

15 

2717 

1111

18

20

20

17

%

30

22

22

23

27

24

24

25

21

25

23 

19 

22

24 

17

20

18 

21

22

16

15

15

H113

Caloi- 

(Oa)

2.18

2.03

2.10

2.13 

2.26

2.58

3-11

3.*i 

3.78

5.08

11.12 

11.72

5.1* 7.17

10.95

5.42

10.29

4.4o

5.66 

4.74

4.08 

8.24

7.19 

4.02

4.39

4.31

3.78

3.59 

5.56

4.4i

4.20

3.86

3. 89

5.32

3.98

3-78

3.98

3-55 

3.|7

3.60 

3.92 

3.64

3.27 

3.63

3.4o

3.14 

3.69

1.17

3.32

3-25

2.61

Magnesium

(Mg)

.67

.77

.84

S 11 .36

.95 

1.12 

1.21

4.04 

4.11

1.59

U61 

3.77

1.32

2.17

2l59

2^56 

l.*9

1.37

1.56

1.37

1.31

1.54

1.25

1.33

1.46

1.37

1.37

1.21

list

ilis 

1.29 

1.19

32i.*

1.3* 

1-37

1.32

1.06

1.06

.83

izram ecralralen

SodiGfa)*

1.32

1.36

1.36

2.'49

2.33

3.07

3.70 

5.90 

5.20

8.45 

8.43

5.23

2.60

8.49

5.15 

4.63

4.84

5.85 

6.78

3.68 

6.37

6.38 

4.24

H»53

4.29

3.40

3.00 

5.23

6.JS

5.05

4.55

4.88

5.85

5.08

4.76

5.23

3.59 

5.90

4.50 

5.01 

5.63

4.07 

4.48

4.06

2:5

4.79

2.88

2.55

1.7*

Cartonate & ticarbonate 

fcOT+HOO,)

2.52

2.21

2.36

2.33 

2.33

2.*S

2.72

2.72 

3.07 

3.07

5! 38

3-5*

3.56

5.58

3-17 

2.24

2.72

3.56 

3.22

3.61 

5.38

3.83 3.32

3.29

3.24

2.84

3.24

3.1?

3.1*

3^3*

3.29

3.3!* 3.23** 

3.23**

3.23" 

2.95 

3.23

2.89 

2.79.

2.79**

2.74** 

3.08**

3.28»*

2.94

2.89

2.39

a cer liter

Sulphate

(SO^)

1.29

1.34

1«*7

1.51 

2.41

2.35

2.76

3-77 

5.35 

5.03

17.46 

16.64

6.35

8.17

15.42

7.44 

15.75

6.12

8.13 

6.59

4.22 

11.21

10.74

4.88

4.93

4.86

3.96

3.80 

5.12

5.52

5.20

4.52

4.56

5.00

5.56

4.21

4.49

?l

5^44 

4.07

3-*7 

S.22

*§

4.18

4.85

3.04

2.81

1.91

Ohioride

(01)

.48

.57

.57

.53

 91

1.05

1.72 

2.25

2! 62

2.24

1.81

.86

1.91

1.72 

.76

1.86

1.91 

3-58

1.5f 

1.86 1.72

1.72

2.05

1.96

1.38

1.14 

2.67

3.72

2.29

2.15

2.37

3.16

2.55

2.41

2.59

1.80 2.49

2.1* 

1.91 

2.05

2.00

1.60

1.78

1.38 

1.96

2.27

1.11

1.02

.76

Hitrate

(HOj)

.01

.01

.03

.02 

.*

.03

.m

.02 . s

.04 

I.

.04

0

.01

.03

T.

.04

.11 

.01

T. 

.04

.01 

.03

0

.03

.06

:S.05 .04

.02

0

.01

0

.01

.04

T. 

T.

T. 

.01 

.01

.02 

.03

.01

.04 

.02

.02

T.

T.

.02

Silt. 

Tons 

per 

acre 

foot

6.45

5.25

7.63

6.57 

8.76

5.98

2.33

2.31 

1.14

72^26 

96.33

15.16

27.64

170.86

24.63 

130.21

18.62

28.78

4.81

16.25 

63.42

79.32 

1.77

5.18

5.' 68

8.51 

3.09

13.20

9.*5

8.50

6.28

4.49

6.80

7.60

5.81

5.26 

4.18

7.70 

20.20 

6.8J

8.60 

18.05

11.03

11.26 1-8

2.67

10.36

15.46

Q 9.0Ofifi 

*°Cartonate (OOj) present.

(16)
The Rio frpande at San Harcial, H. Hex.

- 5 -

Laboratory 

No.

10336

10336

10336

108 03 

10861

10362 

10863

10364 

10933

10939

10940

109'*!

10§42

10943

10944

10945

10946

10953

10954 

10955

10956

10957

10953

11074

11075

11076

11077

11078 

11079

11080

11031

11032

11033

11035

11035

11036

11175

11176

11177

11178

11179

11180

11181

111S2

11183

11184

11185

11210

11256

11257 

11258

Date 

of 

Sample

123!

Apr. 13

24

30

May 6 

12

13 

24

30 

June 5

11

17

26

J ly 2

5

11

12

17

23

A g. 5

5

5

10

17

23

23

Sept. 1

4

10

14

16

22

27

23

29

0 t. 1

2

7

13

20

28

H T. 3

9

15

21

27

D o. 3

9

15

21 

» 27

Discharge 

o.f.s.

3.27^

7,277

7.079

4,490 

4,640

2,530 

1,960

1,260 

923

171

645

37-1

1.46

17.2

1,203

5,000

407

101

597 1,383

421

135

l,63o

73.8

960

3^3 

105

i,54o

511

771

5,330

5,880

4,010

1,240

973

640

555

489

910

2.620

1,010

516

873

433

1,110

714

715

817 

780

ductance

025 "o

66.8)

59-6! 53.9;

47.2 47.9 54.3 50.5

57-2 

65.3

79-?

70.6

105

131

125

Il4

106

113

148 

162

190

201

155

115

127

116

101

113

97.6

102

93-5

172

173

Illy

115

105

93.1

89.0

89.7

82.5

78.2

76.0

92.8

81.4

97-8

94.1

89.0

S9.8

85.8 

89.8

TB3. 

Tons 

per 

acre 

foot

.1*9

!42

.43

'&

'"11

.Ob

 95

1.17

l.ll

1.13

1.01

1.05

1-57 

1.55

1.90

1-93

l.bO

 96

1.27

 95

1.01

i.o4 

.86

1-35

 95

.86

1.77 i'?7

1)28

1.01

.86

.82

 74

 73

 70

.67

 85

^93

.88

.82

.81

 73 

.80

BoPpm

.14 

.09

.09 

 15

.09 

.22

.16

 15

.20

.24

.22

«

.14

 17

.21

.12

 13

.14

 15

 17

.14

 17

.16

.19

.17

.15

.17

 17

.16

.18

.14

 15

.17

 15

.17

.14 

.16

PH.

7-7

7-5 

3.0

8.0 

8.2

7.6 

7-9

7.8

7.8

7.6

3.0

3.1

ampl<

7-6

7.3

3.2

3io

7.6

7-5

7-9

7-7

7-2

7-7

7.6

7-1 

7-3

7.2

7.4

7-3

7.2

7.6

7.2

7.4

7.8

7.7

7.6

7-6

7-3

7-5

7.6

7-5

7-8

7-9

7-5

8.2

8.4 

8. it

PerSodium

22

31

35

P40

47

45

53

5?56

brok<

22

45

52

38 

39

3938

51

43

4o

50

42

42 

46

3950

41

37

38

41

43

42

44

44

43

39

4i

44

42

46

45

46

45

49 

46

PerOhloride

15

U

13

20 

19

21 

19

25

21

31

n in ]

3

13

25

15 

10

11

9

10

21

19

13

15

15

20

12

16

16

12

12

12

l4

17

20

19

19

17

16

18

21

16

22

20

22

22

23 

18

Milligram eiuimlents per liter

Calcium

(Ca)

2.34

2.65 

2-51

2.93 

2.5fS

2.71 

3.01

3.05

2.34

3.W

3-99

3-99

aboratc

3.45

4.92

4.36

8.39 

8.67

11.17

11.71

6.74

4.55

6.4&

4.24

5.07

5.44 

i*.i6

6.78

4.53

4.74

9.50

9.46

7.98

5.70

4.80

4.24

4.06

4.11

3-69

3.8S

3.02

4.41

4.00

4.10

4.41

3-70

3-56

2.84 

3.63

Magnesium

(Kg)

1.15

.31 

.88

 91

.33

1.01 1.09

1.21

1.17

l.4l

1.62

1-59

ry

2.46

1.35

2^6 3.57

\ .04

1.43

1-59

1.60

1.90

1-75

2.34

1.06

1.45

3.24

2.95

2.78

1.78

1.71

1.58

1.18

1.28

1-39

1.10

1.69

1.25

1.15

1.29

1.31

1.23

1.41

1.24 

1.21?

Sodi- 

(Ha)

i.4o

1.53

1.31

2.04 

1.93

2.58 

2.66

3-76

3-25

5.62

7-75

7.1&

3-13

5.16

6.11

6-73 

7.85

9.2o

9-66

8.64

5-63

5.62

5-93

5.03

5.23

?

5.54

5.25

7-59

6.47

5-26

4.87

4.19

4.05

4.26

3.80

3.17

3-25

4.45 3.70

U.58 4.67

4.24

4.14

3-93 

4.14

Carbonate & bi-

(COj+HOOj)

2.47

2.54 

2.4?**

2.72** 

2.37

2.52 

2.42

2."t2

2.1*7

2.42

3.21**

3-26**

4.05

3.46

3-31

5.09 4.75**

5.54

5.49

3.46

3.27

2-97

3.96

3.86

3.81 3.12

5.26

3.22

3-71

3.86

3.66

3.61

3.41

2.97

2.92 3.02

2.87

2.97

3.16

2.97

3-31

3.41

3.21

3-31

3.12

2.94

2.35 

3-1*

Sulphate

(SO^)

2.16

1.77

2)15 

2.14

2.46 

2-97

3.56

3-37

4.92

5-59

5.66

8.90

5.78

5.40

9.91

13.43

15-77

17-57

12.06

6.12

8.69

5-77

6.13

6.63 

5.06

3.80

6.07

5.03

15.12 14.31

11.49

7-^5

6.45

4.93

4.45

4.86

4.41

3. Si

3.50

4.78

3-79

4.52

4.87

4.00

4.06

3.83 

3.95

Chloride

(Cl)

.32

 53 

.92

.21

.06

 31 

.26

.93

 55

.45

.92

.11

.03

.90

'.03

 52

.69

.49

.64

 19

 75

.90 

.04

.84

.30

.65

*f

.49

.09

.70

.99

.94

.79

 79

.49

.25

 39

.14

.39

.19

.09

.97

.92

.82 

 52

Nitrate

(NOj)

tr

.01 

tr

.02 

.01

tr 

tr

.01

tr

tr

0

0

0

0

tr

tr

tr

tr

tr

tr

0

0

tr

0

.01 

tr

0

.01

.02

0

0

0

0

tr

.01

.01

.02

.02

.03

.04

.01

tr

0

0

0

.03

.01 

.03

Silt, 

Tons 

per

foot

16.70

12.15

11.66

8.33 

6.52

1.33 

1.6o

1.17 

2.20

.65

2.42

1.55

.07

tr

22.37

tr

1.36

50.03 

34.20

153.00

163.40

72.20

12-3

71.0 6.16

46.0

^

67.2

17.3

23.1

111.0

119.0

49.0

23.9

18.1

8.9

5.7

5-7

S.6

20.37

7-75

4.09

7-3>*

3.58

9.1*4

6.39

6.20

7.08 

6.47

Carbonate (CO-j) present

(17)
BIO OEASDE AT KLKPHAHT BUTTE DAM, HEW MEXICO 

(Total Dissolved Solids In tone per acre foot)

Located In Fedro Arnendariz Orant, Sec. 25, T. 13S-, B.I* W., N.M.P.M. Sanplee fron 

pool 300 feet below the dam. Zero of gage In pool IB 1*255*21* feet above eea level. 

Samples and analyses oy United States Bureau of Beclanatlon.

Date

2- 1-20

3- 1-20

4- 1-20

8- 1-20

10-11-20

11- 9-20

11-10-20

11-10-20

2-28-21

3- 1-21

4- 1-21

r

i-21

1-21

7- 1-21

8- 1-21

8- 2-21

8- 3-21

9- 1-21

10- 1-21

!*- 1-22

9-22-23

Dlsch. 

c.f.s.

2

855

965

2030

1917

1085

1095

1095

ll*l*0

ll*53

11*37

1510

1980

2090

2121

2121

2020

2082

2078

131*0

WOO

T.D.S.

0-58

.67

 79

.68

.58

.1*6

.68

.38

.1*1* .1*1

.60

 52

.1*9

.60 .1*1

 ?*

.1*9

.1*6

.63

1.09

Date

9-23-23

9-24-23

9-25-23

9-26-23

6- 1-25

7- 6-25

9- 1-25

12- 1-25

1- 1-26

1-31-26

1*- 1-26

5- 1-26

6-30-26

7-31-26

8-31-26

9-30-26

10-31-26

12- 1-26

1-31-27

3- 1-27

5- 1-27

Dlech.

C.f.B.

lUOO

lUOO

ll*00

1400 1970

2200

0

0

0

15!*

957

1571

1697

970

1723

6

1*80 260 1*15

870

2206

T.D.S.

0.95

.68

.82

.82

.5!*

.5!*

.51*

.5*

.5!*

.6l

.5!*

.1*1

.68

.51* .51*

.68 .1*1 .1*1

.54

 54

Date

6- 1-27

7- 1-27

8- 1-27

9- 1-27

9-19-27

9-20-27

9-21-27

10-11-27

11- 1-27

12- 1-27

1- 1-28

2- 1-28

3- 1-28

1*- 5-28

5- 1-28

1-31-29

1-31-29

1*- 1-29

l*-30-29

5-31-29

6-30-29

Dlscb.

C.f.B.

2219

1575

1355

2162

1050

1050

1050

0

512

406

3

849

201*1*

1988

3

3

1735

1970

1360

1859

T.D.S.

0.68

.68

.68

.68

1.22

1.22

1.77

.68

.68 .1*1

 54

 5*

'.&S

.jU

.Kit

 49

 54

'.&S

 63

Date

7-31-29

8-13-29

8-14-29

8-15-29

8-16-29

8-17-29

8-19-29

8-21-29

8-23-29

8-25-29

8-27-29

8-29-29

8-31-29

9-26-29

9-28-29

10- 1-29

10- l*-29

10- 7-29

6- -30

7-29-30

Dlech.

C.f.B.

0

675

675

675

675

935

1091*

1283

1283

1700

1700

1700

57^

574

482

1*82

15

1906

11*63

T.D.S.

0.54

.95

.54

.82

-.95

 95

 95

.68

.68

.82

.82

.54

1.09

1.22

1.50

1.36

.68

.75

 76

(18)
The Bio Orande at Ilephant Butte Dam, K. Ilex.

Located la Pedro Annendaris grant, sec.85, T.VJS., H.4W., H. II. F. M. The samples for which 

discharge values are reported, were taken from the pool 300 feet below the dam at 4,255 feet 

at>ove sea level; the samples for which the letter S occurs in the discharge column, were 

taken from the surface of the reservoir above the dam. Samples collected by U. S. Bureau of 

Reclamation; analyses by U. S. Bureau of Plant Industry.

Laboratory 

Ho.

_

MM

____

____

 

 

103

H3

lM>

172 252

254

287

345

368

431

476

477

478

525

524

586

585

7589

7588

7590

7591

7592

759J5

7595

7596

7597

7598

7599 

7600 

7601

7659

7658

7914

7916 

7915

7917

Date 

of 

Sample

1911

Mar. 12

Apr. 9

June 5

" 30

Aug. 9

Sept. 13

» 22

1 23 

Oct. 5

HOT. 9

Dee. 16

1912

?eb. 9

Kar. 2

Apr. 2

liay 2

June 6

' 30

Aug. 1

Sept. 5

Oot. 16

HOT. 20

1911

Jan. 16

?eb. 1

liar. 1

Apr. 4

Bay 2

 2

" 31

" 31

June 20

20

21

24

25

26

27

28

29

30

July 1

2 

3

Aug. 2

 2

Sept. 2

« 2 

Oct. 6

 6

Discharge 

e.f.ff.

1,085

1,900

2,162

2,142

1,300

1,575

644 699 570

540

292

809

1.950

1,510

1,809

1,977

2,272

1,800

877

735

10

247

522

2,030

1.406

surfac

1,865

surfac

1,401

surfaci

9S.,

1,007

1,299

1.597

1,698

1.791

1.791

1,791

1.791

1.578 

1,958 

surfac

2,171

surfac

1,892

surfaci 

11

surfac

Conduct 

anee 

ficlO? 

«25°0

77

88

77

82

81

82

142

126 

97

87

91

87

89

87

86

89

82

87

77

15

65

59

56

57

56

64

65

66

66

68.3

74.8

92.6

101

113

114

127

127

102

93.3

71.8

78.9 

75.8

74.4

72.2

74.2

70.6 

77.1

77.7

TDS. 

Tons 

per 

acre 

foot

.72

.77

 77

.85

.90

.73

L.59

1.24 

.98

.88

.88

.91

.89

.80

.85

.78

 !?

.84

 77

.66

.60

.60

.59

.60

 58

.65

.64

.66

.69

.67

.85

.97

1.01

1.39

..iff

.9$

73,

 I*

.69

iloo

.60

7>

.7* 

 7* .79"

Boron 

Ppn

_

_

MM

MM

__M

 

 

____

 

 .

 

_____

MM

MM

_____

, 

~

____

 

 

 

MM

MM

MM

MM

MM

MM

__-.

 

 

 

MM

____

 

MM

____

~

MM

 

____

 

 

pH.

MM

 

 

 

MM

MM

____

 

 

 

MM.

 

MM

 

«

-__

 

 

MM

 

..

 

MM

 

_____

MM

MM

MM

MM

_____

 

MM

MM

 

MM

 

 

MM

 

~

_____

 

MM

___ f

 

Percent 

Sodium

18

43

30

&

52

48

47

53 51

19

49

53

60

k3

46

33

28

41

49

48

32

c2

41

42

44

46

38

41

37

41

3*

36

41

37

22

36

36

27

I40

45

46

S

40

Percent 

Chloride

15

13

18

19

19

8

16

21 

14

16

16

15

19

13

17

18

10

16

23

15

15

22

22

17

17

26

25

16

21

16

19

13

12

12

12

10

10

13

2

16

12

16

20

15

16 

14

15

Milligram eauivalants oer U

Calcium

(Oa)

3.90

?'2°

4.95

3.45

3.75

4.05

6.75

5.10 

4.50

6.00

3.80

3.80

3.00

3.80

1.80

4.20

4.10

1*. 00

3.30

3.00

2.70

3.00

3.00

3.00

3.00

3.00

3.00

3.>6

3^10

1.12

4.92

5-23

5.60

5-98

8.35

6.53

5.25

6.^5

3.^5

3."t5 

3.40 3.65 3.27 3.35

2.92 

3.60 3.35

Magnesium

(Mg)

1.07

1.32

1.15

1.15

1.23

.99

2.47

1.73

1.20

2.30

1.30

1.30

1.10

1.40

1.30

1.90

1.70

1.80

1.15

1.28

1.15

 51

1.28

1.28

1.15

1.28

1.28

1.15

1.15

1.44

1.98

2.08

1.62

2.16

3.38

2.30

2.10

1.63 1.65

1.89 

1.53 

1.53

.93

.81

.84

.61 

.79

1.63

Sodi- 

(Ha)

3.04

3-87

2.60

5.51

5A8

^.55

8.11

7.60 

6.00

2.00

4.80

5.80

6.30

4.00

4.40

3.00

2.30

4.10

^.32

4.00

2.75

3.87

3.09

2.97

2.97

3.36

3.62

2.79

3.20

2.72>

3.14

3.93

4.03

4.72

4.68

4.62

I' 31

300

2.89

2.89 

3.28

MM

____

____

HUB 3*35

Carbonate & bicarbonate

(COT»-HOOT)

2.36

3.15

2.75

3.54

3.93

3.93

5:5

3.20

2.80

3.60

2.80

2.80

2.80

2.40

2.40

4.00

2.40

2.80

2.00

2.00

2.40

2.40

2.40

2.40

2.80

2.80

2.80

2.55

2.80

4.60

8.00

4.00

4.25

13.50

10.75

5.00

10.90

3.40

13S 4.50

4.20

2.65

2.80

2.85 

3.00

2.65

Sulphate

4.47

^.76

^.37

4.99

4.95

U.87

10.64

8.72 

6.50

5.50

5.5°

5.70

5.80

5.20

5.10

5.10

4.90

4.30

^.37

4.28

3.60

3.78

3.37

3.65

3.52

3.24

3.10

309

3-40

3.4U 3.50

4.50

2.06

6.72

7.21

T.

1.57

5.06

T.

3.07

3-70 

1.35 

3.%

2.18

3.31

4.04

1.62 

£.46

4.40

ter

Chloride

(01)

1.18

1.18

1.58

1.97

1.97

z'M

2.96 

1.60

1.60

1.60

1.60

2.00

1.20

1.60

1.60

.80

1.60

2.00

1.20

1.00

1.60

1.60

1.20

1.20

2.00

2.00

1.20

1.60

1.11

1.1*4

1.35

1.35

1.49

1.49

1.59

1.39

1.35

.19

1.20

1.06 

1.35 

1.06

1.25

1.49

1.19

1.24 

1.24

1.24

Nitrate

(KO^)

MM

~

 

~

 

MM

____

____ .

 

 

_____

~

MM

 

MM

____

__M

 

MM

 

____

____

MM

MM

MM

 .

MM

___ .

T.

T.

T.

T.

T.

T.

T.

T.

T.

T.

T.

T.

T. 

T.

MM

~

______

T.

T.

Silt, 

Tons 

per 

acre 

foot

elsar

"

*

'

'

trace

40,50

70.85 

trace

clear

"

>

"

"

»

'

trace

clear

>

trace

trace

«

clear

»

»

n

»

»

36.^3

33.85

56.60

52.60

66.62

36.43

56.45

2.72

clear

.41 

.41 

.14

MM

 

olear

"

"

*7or saoiples prior to Ho. 7589 the sodium was calculated: for subsequent samples it was determined. 

IContalned dissolved organic matter.

(19)
The Bio Orande at Elephant 3ntte Dam, H. Mei. 

- 2 -

Laboratory 

Bo.

8013

8012

8188 

8189

825U

8255

8321

8320

8351* 

8323

8361

8360

8382 

8383

8394

8393

8409

81*06

8446

8445 

8458

8^57

gl*87

81*88

8508

8507

8566

8565

8582

S581

8627

8626 

8703

8702

8736

8735

8787

871*8

8804

8803

8846

8845

8867

8S66

8890

8889

^925

S924 

8930

8929 8963

S962

Date 

of 

Sample

191T

HOT. 3

 3

Dec. 6 

 . 6

Pe*. 5

5

17

17

2"* 

2l*

Mar. 3

3

10 

10

17

17

2U

2l*

31

31 

A r. 7

7

ll*

ll*

21

21

28

28 

May 5

5

12

12

19

19 

26

26

June 2

2

9

9

16

16

23

23

30

30

July 7

14

14 

21

21

28

28

Discharge 

c.f.e.

900

aurfaei

852 

 urfac

1.325

lurface

959

iurface

iurface

860

lurface

1,079 

iurface

1.344

lurface

1,1*96

surf see

1,628

iurface 

1,974

surface

2,073

turf ace

1,793

surface

1,586

lurface 

1,1*43

iurface

1,701

surface

1,689

iurface 

1.793

iurface

1.738

lurface

1,796

iurface

2,120

rarface

2.080

iurface

2,300

lurface

1,822

surface

2,598

iurface 

2,405

iurface

1,913

surface

Conductance 

EcloS

77-9

75.6

83.7 

P83.U

86.8

85.9

85.4

87-7

87.6

86.5

85.8

85°9

87.2

86.3

86.9

86.8

86.0

87.3

87.6 87.7

88.0

88.1

88.5

88.9

89.2 

88.0

89.6

87.7

88.0

87.8

88.6 

88.8

89.2

88.2

88.5

88.3

88.4

88.5

88.7

88.1

89.1

88.U

89.U

88.6

89.6

88.7

90.0 

89.U 91.7

91.2

IDS. 

Sons 

per 

acre 

foot

.7*

.76

.80 

.77

 83

.85

.83

.85

.84 

.90

.79

.80

 83 

.79

.79

.74

.77

.76

.7"* 

.79

.80

.82

.83

.85

.88

.86

.86 

 78

.83

.80

 78

.77

.75 

 78

.80

.76

 78

.77

.79

 78

.78

.83

.83

.84

.88

.84

.84

.86

*85

.85

90.0[ .85

Boron 

Pp.

_

-

.14

.lU

_

__

.12

.lU

.13

.lU

.11*

_

.11*

.16

 .

 15

 13

.12

.16

-u. .11*

.18

.lU

. 

.11*

.16

-_

.15

.17

_

.11*

 

.11*

.19

.17

 17

pH.

__

_

-

7.9

7.9

7-7

8.0 

8.0

7.9

8.0

8.2 

8.2

sai

7.9

8.1

8.0

7-7

8.2

8.0

7-7

8.1

7.7

7-7

7.8

...

7.8

7.7

7.8

7.9

7.7

 .

7.7

7^6

7-9

«

7-5

Percent 

Sodium

40

42

42

46

47

1*5

1*5

41 

40

^3

39

5|

pie 1,

47

52

4541 '

^650

48

46

47

46

a1*8

1*3

Ul

42

41 

44

1*7

48

*>

46

46

1*7

*>

1*5

46

42

1*2

|*3

42

1*4

42

40

Percent 

Chloride

16

16

15 

15

15

17

16

15

16 

16

16

16

17 

17

at

16

17ll*

16

16 

16

16

16

15

16

15

16

16

16

16

16

16

16 

17

19

16

17

17

17

17

17

16

17

17

17

17

16

18 

17

18

17

17

ICilllCTam eauivalents t>er 1

Calcium

(Oa)

3-50

3.50

3.75 

3.72

3.77

3.72

3.79

3.75

3.83 

3.85

3.81

3-78

3.75 

3.82

3-57

3.78

3.86

3.90 

3.80

3 QO

3-87

3.90

3.83

3.92

3.84

3.95 

3.81

4.08

3.83

3.70

3.80

3.77 

3.79

3-72

3.82

3-77

3.80 3.92 3.58

3.80

3.80

3.65

3.81 3.70

3.gl*

3.67

IS

3.78

3.6s

4.00

Magnesium

(Mg)

1.40

1.37

1.37 

1.42

1.49

1.39

1.31

1.29 1.63

1.58

1.42

1.69

1.32 

1.26

1.15

1.12

1.11

1.29

1.U7 

1.11

1 ?6

1.17

1.31

1.21 1.31

1-35

1.31 

1.39

1.38

1.41

1.7U

l!67 

1.37

1.29

1.30

1.08

1.38

1.20

1.51

1.2U

1.28

1.49

1.7S

1.38

1.56

1.67

1.42

1.71 

1.35

1.53

1.51

1-53

Sodittn

(Ha)

3.59

3.96

3.64 

3.91

4.03

U.05

3.80

3.76

£8

3.86

3.62

3.87 

3.69

5.00

4.20

5.26

3.82

3.76 

4.90

1* 3*5

U.69

4.61

U.112

4.49

4.69

"t.93 

4.U8

4.75

3.89

3.89

3.8ft

3.84

4.19

4.12

4.19

U.30

4.00

4.27

U.21

U.28

3.89

4.17

4.09

4.12

3-89

4.07

3.91

4.03 

3.99

4.10

3-77

3.72

Carbonate & bicarbonate 

(003 HCO-,)

Sulphate

|

2.70

2.60

2.70

2.75

2.95

2.60

2.55

2.60

2.65 

2.65

2.65

2.60 2.55

2.60

2.70 2.70

2.80

2.65

2.55 

2.60

2.65

2^75

2.55

2.65

2.89

2.65 

2.55

2.85

2.60

2.65

2.1*1

2.1*1 

2.60

2.41

2.65

2.60

2.55

2.55

2.50

2.62

2.62

2-57

2.57

2.64

2.1*9

2.69

2-59

2.57

2.62

2.59

2.67

4.22

4.48

U.89 

4.75

5.26 5.17 5.25 5.15

5.08 

4.91

5.12

4.90 5.12

4.82

5-39

5.02

6.15

5.12 5.10 5.91 5.51

5.78

5.77

5.2U

5.78

5.15

6.28 

5.26 5.90

5.1U

5.10

5.2l*

5-36 

5.09

5.25 5<15

5)22

5.21*

5.21

5.21* 5.36

5.12

5.99

5.27

5-09

5.18

5.09

5.29 

5.15

5.11

4.79

5-35

ter

Chloride

(Cl)

1.29

1.33

1.* 

1.3U

1.1*5

1.64

1.48

1.39

1.48

l!l«8

1.48

1.53 

1.48

1.53

1.53

1.48

1.53

1.48 

1.63

1.58

1.R8

1.53

1.53

1.53

1.53

1.53 

1.53

1.72

1.U6

1.1*6

1.46

1.51 

1.55

1.78

1.50

1.55

1.59

1.55

1-55

1.64

1.52

1.57

1.47

1.62

1.55

1.55

1.50

1.7* 

1.60

1.65

1.55

1.60

Sltrate

.01

.01

.03 

.03

0

0

..01

T. 

T.

T.

T.

T. 

T.

.oi*

T.

T.

.04

T.

T.

T.

T.

T.

.01

T.

.0]

T. 

T.

T.

T.

T.

T.

T. 

I.

T.

T.

T.

T.

T.

T.

T.

T.

T.

T.

T.

T.

.01

T.

T. 

.01

.01

.03

.01

Silt, 

Tons 

per 

acre 

foot

clear

(20)
The Rio Orande at ZLephant Butte Dam, H. Hex. 

- 3-

Laboratory 

Ho.

8982

8981

9003

9002

9012

9011

9047

9056

9055

9083

9082

9092

9091

9151 

9150

9161

9160

9185 9192 9206 9238 9279 9295 9294 9300 9299 9309 9317 1

9352

9371*

9410

9411

9425

9482 9515 9527 9552 9566 9565

9572 9571

9614 9631

964s 

961*4

9652

9651 

9700

9699

9718 

9717

97"*3

97^

Date 

of 

Sample

Aug. 1*

1*

11

11

18

18

25

25

Sept. 1

1

8

8

15

15

22 

22

29

29

0 t. 6

13

20 

27

H v. 3

10

10

17

1.7

24

D c. 1

8

15

22

29

19V?

Jan. 5

12

26

I b. 3

9

16

16

23 

23

Mar. 2

9

16 

16

23

2330

Apr. 6 

6

13

13

Discharge 

c.f.s.

2,369

surface

2.484

lurface

2,370

lurface

2,013

lurface

1,1*70

rarf&ce

1.1*02

rarface

1,191

lurface

1,165 

lurface

1,100

lurface

150

surface

52

lurface

surface ",

"

"

«

425

lurface 1*05

lurface

H

665

lurface

1,242

lurface 

1,386

rarface

1,600 

oirface 1,309

lurface

Conductance

925°C

89.7

90.9

90.1

90.8

90.2

91.0

90.6

92.0

90.1*

91.0

91.0 93.2 91.2 93.4 91.7

93-2 91.5

92.1

91.1*

92.6

94*7

95.6

95.6

94.8

95.9

89.1

96.0

P

. 8

.3

97-0

96.0

97.3

97-5 

97.6

97.2

980

97.7

98.1

98.0 

98.2

98.7

98.5

98.7 

98.6

98.6

99.0 

98.8

98.9

98.9 

99-5

99-7

99.7

IBS. 

Ions 

per 

acre 

foot

.85

.83

 83

.85

.85

.86 si

 ob

.85

.89

.92

.85

.83

 85

!s6

.84

.87

.86

.86

.87 

.89 .90

.93

 93

.88

.88

.90

.91

.90 .90

 93

 91

94

.94

.91

.91

.90

.92

.91

.93

 91 

.92

.90

.95

.88 

.82

.92

.86 

 91

 94

.91 

.96

.99

 95

Boron 

Ppm

.18

_

.16

.18

_

.18

_

.18

__

.21

-.

.15

.19

.21

-_

« 

__

.18

.18

_-

_

.19

_

_

_

_

.18

_

.18

_

..

.16

.21

.16

,.23

.17

pB.

7.6

7*6

7-8

_

_

7«4

7-7

7.4

7.7

7*6

7.7 

7.8

7.1*

7.7

7.9

7.9

7.9 

7.9

7-9

7.7

7.9

7-7

7-5

7-6

7.6

7.7

7.8

7.7

7-8

7.8

7.8 

7.7

7.7

7.8

7.7

7-3

7.6

7.8 

7.8

7.6

7-7

7-5 

7.7

7.9

7.6 

7-8

7^6

7-5

Percent 

Sodi44

1*2

1*5

1*6

1*5

1*6

1*2

1*5

44

1*5

47

1*1*

1*4

1*6 1*1* 

u5

1*3

^5

1*3

£

1*4

^5

44

|*5

^31&

i*i*

1*1*

441*1*

1*1* 1*1*

1*5

44s?47

1*6

44

115 is1*1*

1*6

1*4

Us IIYi*i*

48

47

Percent 

Chloride

17

18

18

19

If?

20

18

19

17

18

18

19

18

18

17 

18

17

20

18

17

17 

17

17

17

17

17

17

17

17

17

17

17

17

17

17 

17

17

17

17

17

17

17 

17

17

17

17 

17

18

17 

17

17

17 

18

19

16

Mill!

Calci- 

(Ca)

3-72

3.70

3.67

3-58

3.71

3.62

3.87

3.68

3.73

3-57

3*70

3-72

3.75

3.73 

3.67

3.68

3.71

3.61

3-79

3- 79

3.84

3.81

3-89

3.81

3.97

3.91

3-94

3-90

3.88

3.88

3.S2

3.88

3-93 

3.91

? .86

4.03

4.01

If

3*97 

4.07

4.10

4.13

3-97 

4.16

4.01

l*!l2

4.03

I**o8

3.96

4.07

Magnesium

(Mg)

1-39

1.68

1.32

1.44

1.29

1.1*9

1.37

i.ft

1.72

1.37

1.63

l."*5

1.28

1.1*6 

1.1+6

1.53

1.83

1.1*9

1.80

1.69 

1.62

1.53

1.47

1.56

1.50

1.67

1.60

1.1*7

1.1*9 i'5^

1*55

1.62

1.87 

1.87

1.67

1.85

1.60

1.21

1.10

1.30 

1.29

1.67

1.60

iiio 1*59

1.08 

1.58

1.65

1.57 

1.80

41.58

1.72

eram ecraivalents per 1

Sodium

(Ha)

3.94

3.94

4.13

4.31

4.16

U.29

3.81 4.31

U.13

U.32

U.52

4.22

4.02

U.20

4.08

3*93

4.19

4.1U

4.18

4.18 

4.21

4.26

4.34

4.35

U.26

l*.2l*

4.19

4.18

U.23

4.28

M5

4.30

4.24

4.49 

4.39

4.54

4.57

4.56

4.51

l*!f*2

1.55

4.62

4.54 

4.56

4.47 u'u3

4.56

4.82 

1*.67

5.00

4.84

Carbonate & bicarbonate 

(003^003)

2.1*1

2.36

2.95

2.76

2.85

2.71

2.76

2.71

2.80

2.46

2.66

2.5f

2.76

2.66

2.51 

2.41

2.51

2.51

2.46

2.41

2.56 

2.51

2.56

2.51

2.61

2.46

2. 56

2.56

2.66

2.61

2.66

2.56

2.66

3.15 

2.61

2.61

2.95

2.56

2.61

2.56

2)66

2.66

2.65

2.65 

2.60

2.60

2.60 

2.65

2.60

2.90 

2.75

2.90 2.90

Sulphate

(sou)

5.16

5.30

4.88

4.88

5.06

4.81

4.99

5.07

5.16

5.24

5.1*2

5.40

5.21*

5.23

5.15 

5.37

5.39

5.31

5.36

5.44

5*66

5.46

5-75

5-58

5.4s

5-55

5.69

5.67

5.6U

5.74

5.73

5-67

5.1-9 

5.7>*

5.66

5.75

5.74

5.81

5.77 

5.77

5.72

5.78

5-69 

5.86

5-71

5.71 

5.80

5.83

5.81 

5.89

5-74

6.20

ter

Ohioride

(Cl)

1. 50

1.65

1.70

1.80

1.70

1.85

1.70

1.80

1.60

1.65

1.75

1.90

1.70

1.70

1.62 1.67

1.67

1.91

1.67

1.57

1.67 

1.67

1.67

1.67

1.67

1.62

1.67

1.72

1.67

1.72

1.67

1.74

1.69

1.74 i'ft

l.*74

1.79

1.74

1.74

1.74

1.74

1.74

1.69

i'.7i

1-79

1*79

1.79 

1.84

2.09

1.78

nitrate

(NO,)

.01

.01

.01

.01

.01

.01

.01

.01

.01

T.

.03

.01

.01

.01

.01 

.01

.01

.01

.02

.01

.01 

.01

.01

.01

.01

.01

.01

.01

.01

.01

T.

T.

T.

T.

.01 

.01

T.

.01

.01

.01

.01

.01 

.01

.06

.02

T. 

.01

.01

.01 

.02

.02

.01 

.02

!.

T.

Silt, 

Ions 

per 

acre 

foot

clear

(21)
The Bio Qrande at Xlephant Butt* Dan, V. Ifez. 

_ Ulaboratory 

Ho.

9771

9770

9781

9780 

9792

9791

9809 

9808

98U3

9842

9858

9857

9873

9872

9911

9910

99U7

9951

9950

10009

10008

10012

10011

10042

10041 

100U3

10061

10060

10103

10102

10U69

10U70 

10U71

10118

10U72 

10147

10129 

10152

10151

10U77

10478 10157

10163

10187

10200

10199

10210

10209

10232 

10258 

10257 

102SS

10287 

10297 

10296

10311 

10310

Date 

of 

Sample

ipr. 20

20

27

27 

Hay U

U

11

11

18

18

25

25

June 1

1

8

8

15

15

22

22

29

29

July 6

6

13

13 

20

27

27

3

9

10 

10

10

1117

3

24

25

26

31

31

Sept. 7

lU

lU

21

21

28 

0 t. 5 

5 

12

12 

19 

19

26 

26

Discharge 

e.f.e.

-.375

rarfaee

1.538

rarfaee 

881

rarface

1.369

rarface

1.093

surface

1,568

surface

1,518

rarface

1,900

surface

1,620

surface

2,083

surface

2,093

rarfaee

1,854

rarface

2,118

surface 

2,136

2.177

surface

2,310

surface

2,122

1.950 

2,122

surface

1.951

1,803

surface 

1,900

surface

1,900

1,900

811

surface

1,210

surface

1.390

rarfaee

700 

11 

rarface 

575

surface 

12 

rarface

8 

rarfaee

Cooduct 

aaoec 

KxlO5

99.8

99.8

101.0

101.0 

101.0

99.9

101.0 

100.0

101.0

101.0

101.0

102.0

102.0

102.0

102.0

103.0

103.0

93.U

102.0 91.3

101.0

88.0

98.2

83.9

96.2

78.1 

95.1

92.7

73.1

89.6

70.2

180.0

123.0 

129.0

69.7

96.2 

90.8

68.1 

87.8 67.7

113.0

109.0

89.1*

67.0 67.7

88.0

73.0

88.2

72.7

86.5 

11*6.0 

78.7 

91.1

83.U 

91.9 

84.9

87.2 

86.3

TOS. 

Tone 

per 

acre 

foot

.99

.97

.93

.97 

1.00

.95

:5

.95

.92

.95

.95

.95

 95

i.OU

.97

.97

.94

.89

.92

.82

.91

.94

.77 

.92

.89

.81

.80

.69

1.99

1.22 

1.38

.75

.90 

.86

.64 

.82

.61

l.ll

1.03

 79

.65

.6U

.80

 72

.84

.70

.80 

1.51 

.75 

.86

.78 

.89 

.82

 85

.8U

Boron 

Ppm

.20

.16

.19

.17

.20

_

.18

.16

«

.16

»

.18

.17

.lU

_

.14

__

.12

.15

.16

 -

.15

_.

_

.16

.15

 -

.16

.12

.14

.16

_

.10

.16

.12

~

pH.

8.2

 

7.5

7.9

7-7

7-9

7-9

7.9

7-8

7.7

7.9

7.8

7.5

7.9

7.5

7.8

7.9

7.8

7.9

8.0

7.9

7.8 

7.8

7.5

8.2

7.8

8.2

7.4

?:Z8.1

7-7 

7.8

8.2 

8.0

8.2

7.3

7.7

7.9

7.9

7.8

8.0

7.5

7.8

7.9

1:1

7.7

7.7 

7.8 

7.6

8.1 

7.7

Percent 

Sodium

U9

46 

U9

U8

U7

47

U8

Us

U7

US

48

U9

U9

50

52

50

5

U7

US

U8

U7

Ul 

1*8

51

U9

UU

46

35

37 

37

U3

UU 

U5

P1*8

37

37

r7

U2

U2

H5

1*8

Uo

Ul

Uo 

U5

Uo 

UU 

Uo

1*2 

1*2

Percent 

Chloride

18

18

18

17 

18

17

17 

18

18

18

18

19

18

18

18

19

18

19

19

18

18

IS

18

17

18

18

19

18

17

18

17

10

lU 

13

17

16 

18

19 

17

17

13

15

17

18

17

15

16

15

16

18 

9 

15 

15

15

15

Mill Calcium

(Ca)

U.CO

U.03

3.99

U.05 

U.OO

U.01

U.OO 

U.07

U.03

U.01

U.01

U.lS

U.03

U.11

U.05

4.06

U.11

3.71

3.98

3.63

3.98

3.59

3.91 3-37

3.SU

3.19

3.79

3.71

3.08

3-78

3.11

10.34

6.25 

6.66

2.83

4.23 3.76

2.73 

3.67

2.71

5.92

5.6U

3.71

2.76

3.03

3.73

3.16

3.81

3.16

3-75 

7.80 

3.1*0 

3.89

3.68 

U.OO 

3.83

3-90 

3.80

Magnesium

1.37

1.78

l.UU

1.71 

1.5U

1.72

1.69

1.5U

1.72

1.U9

1.70

1.58

1.55

1.59

1.U9

1.19

1.42

1.10

1.63

1.19

1.51

1*29

i.Uy

5:8 1.16

.90

1.5U

.8U

2.96

2.15 

2.32

1.31

1.33

l5

l.*06

1.85

i.Ug

1.29

1.11

1^26

1.02

1.1*9

1.15

1.60 

2.37 

1.20 

1.U7

1.7U 5-JS

l.UU 1.36

Sodium

tta)*

5-09

5.09

U.96 is5.13

US9 i*:7u U,82

U.90

U.S6

U.90

U.90

U.98

U.92

5.19

5.02

5.18

4.68

U.62

U.OU

U.50

3.88

U.52

3.5> 

U.60

U.62

3.U1

4.01

3.13

7.30

U.95 

5.20

2.92

U.39 

U.06

3.90 

3-85

3.06

U.55

U.25

U.02

2.88

2.81

3.91

3-73

3.68

3.16

3.63 

6.09

a3.64 

U.OU 

3.75

3-75 

3.75

aui valent

Carbonate & 01- 

eartonate 

SJOjtHCOj)

2.85

2.90

2.90

2.70 

3.10

2.85

3.15 

2.90

2.95

2.85 3.05

3.05 3.15

3.19

3.10

3.05

2.95

2.95

3.CO

2.75

3.05

2.70

3. co

2.90

2.90

2.60 

2.80

2.92

2.63

2.82

2.U3

U.13

3.UU 

3.73

2.67

2.84 

2.77

2.U3 

2.62

2.U3

3.83

3.69

2.72

2.28

2.18

2.67

2.U8

2.U8

2.38

2.U3 

U.lS 

2.43 

2.52

2.48 

2.28 

2.U3

2.53

2.47

i -oer

Sulphate

(SOh)

5.90

6.32

5.80

6.19 

6.07

6.31

5.8U 

6.05

5.88

5.77

5.97

5.65

5.78

5.79

5.86

5.78

6.11

5.29

5.76

5.0U

I'S

^ yO

5*^*3

4.52 5.33

3.99 

5.22

5.12

3.89

U.9U

3.62

1U.3U

8.22 

8.63

3.31

5.U7 

U.85

3.U2

4.81

3.55

6.87

5.9U

5.09

3.23

3.36

5.06

U.28

5.23

3.7f

5.06 

10.5U 

U.U2 

5-77

5-17 

5.90 

5.12

5-27 

5.08

Iter

Chloride

(01)

1.96

2. CO

1.91

1.86 

1.96

1.91

1.86 

1.91

1.91

1.91

1.96

2.00

2.00

1.96

2.00

2.0U

2.06

1.91

2.06

1.72

1.91 1.67

1.91

1.53

1.86

1.U3 

1.91

1.82

1.29

1.72

1.24

2.10

1.72 

1.76

1.2U

1.62 

1.63

l.3» 

1.53

1.2U

1.57

1-57

1.58

1.20

1.15

1.39

1.29

1.39

1.20

1.48 

KU3

1.39 

1.3U 

1.24

1.3U 

1.3U

trate

.01

I.

.01

I. 

.01

.01

T. 

.01

.01

.02

.02

I.

I.

T.

I.

I.

.03

I.

.01

i.

0

0

I.

I.

I.

T. 

1.

.02

I.

1.

T.

.03

.11 

.04

0

.02 

.01

I. 

.02

T.

.05

.18

.01

0

.01

T.

.01

0

0

.01 

.05 

.03 

.03

.01 

.01

.02

I. 

.02

Silt, 

Ton* 

per 

acre 

foot

clear

77 U7

31 23

3U 26

el ear

52 

clear

2U 75

17 03

clear

106.03 

clear

(22)
The Rio Grande at Elephant Butte Dam, N. Mez. 

- 5 -

laboratory 

No.

10335 

10334

10347

10360

10359

10367 

10366

103*1

103*0

10404

10403 

io4n

io4io 

10417 

io4i6 

10423

10422

10444

10443

10449 

1044*

10*51 

10450

104*9

10490

10603

10604 10677

1067*

10*16

10*17

10*26 

10*27 

10*2* 

10**9

10*90

1091*

10919 

11004

11005 

11052

11125 

11126 

11127 

11171 

11172

11212

11213

Date 

of 

Sample

NOT. 2 

" 2

" 9

" 9

" 16

" 16

" 23

- 30

" 30

Dec. 7

» 14 

n 21

" 21 

" 2* 

- 2*

19^6

Jan. 4

4

" 11

" 11

 1*

" 25

" 25

Feb. (5)

" (5) 

lfer.(4)

" (4)

Apr. (4)

" (4)

nay (§)

» i-g 

15^0*

June (4)

" (4)

July (5)

" (4) 

Aug. (4)

' (3) 

Sept. (4)

" (4)

Oct. 2 

" (4) 

" (5) 

HOT. 00

 00

Dec. (>*)

 00

Discharge 

o.f.s.

350 

surface 

190

surface

1

surface

1 

surface

11

surface

11

surface

575

surface 

12 

surface 

12 

surface

12

surface

12 

surface

12 

surface

11

surfaet

290

surface

953

surface

1,707

surface

1.631 

surface

2,094

surface

2,0^4

surface 

2,146

surface

99*

surface

300 

134 

surface 

134 

surface

90

surface

Conductance 

Krlo5

825*0

*5.2

*5.6 

*5.i

*5.5

*bi*

*6.9

*6.4

*6.1

*4.9

*5.1 

*6.o

*6.7 

*6.3

m

*6.5

£7.7

*7-5

*7.o

**.2

87.0 

*7>5

**.4

*6.l

89.1

**.9

87*3

9L7

92.5

9L5 

92.4 

83.6 

8i&

^5.1

72.* 

79-5

72.2 

79-« 

75-*

7*.* 

92.*

*2.5

86.1 

86.2

86.0

85-5

IDS. 

Tons 

per 

acre 

foot

.83

.*2

!*3

.*0

.*0 .76

.*!

 79

.7*

.*!

.*0 

.*!

.84 

.*2 

.*4 

.84

.*3

.(S3

.*2

.*4

.*2 I3

!*3

.**

I3

S.*o

.*2

.*5

.82 

.76 

.*0

 69

 79

.70

:|

 75 

.**

.81 

 76

.80

.80

Boron 

Pjm

 19 

.14

.09

.11

 19

 

.16

.16

.26 

.02

.16

.12

.15

-13

.12

.12 

 13

.14

.17

 15

.13

 15

 13 

.10

.12 

 13 

 15

 15 

 15

!l615

17

pH.

7*8 

7-9

7.7 7A

7.* 7.7

7*6

7.9

*.o 

7-9

7-7 

7.* 

7-9 

7.* 

7-9

*.o

7 :i 7.9 7.* 7.7

7-9

7-9

7.6

7.* 

7-7

7-5

7-9

2"i 

7-9

7 '1

7*6

7.* 

7-5

7.6 

7-9 

7.6

7-6 

7-6 

7.0 

7-8 

7-6

7-5

7-5

Percent 

Sodium

44 

41 

42

41

41

*3

42

41

*3

42

*3

11

40 

42

42 

41 

41

44

42

42

1

40

40

42

42 

42

42

42

43

?42

*3

S49 

S

46

*3 

42

1*6

1*U

43

cent 

Chloride

14 

15 

15

14

15

15

14 

14

15

15

15

3

15 15 15 15 15

151515 1515 151515

17

16161616171* 1*1*1919 1719 17 19

Ib 

17 

16 

16

16

16

mu.ii

Calcium

(Ca)

3.83

3-73 

3.76

3.70

3.*o

3!*o

3*79

3*76

3-85

3.*2

3.71 

3.7«

3 1

3.*9

3.*2

3.** 

3.90

3.90 

3.90

3.79

3.9?

4.24

4.21 

3.90

3.«4

3.9*

ill

3-9* 

3-75

3 44

3.64

2.*0

3-*7

£.*7

3-*3 

3-19

3-*5

4.00

3^62

3.66

Magnesium

(Kg)

1.19

1-53 

1.49

1.56

1.50

1-33

1*32

1.3*'

1.10 

1.21

1.44

1.21

1.24 1.26

1.44

1.24

1-35

1.30 

1.7*

1.0* 

1.40

1.5*

1.47

1.21

1.15 

1.39

i.4o

1.43

1-37

1.32 

1.55

1.42 

1.26

1.20

1.31

.14 1.13 .92 1.1* 1.03

1.14

1.4b 

1.27 

1.19

l.S

cram e

Sodium

(Na)

3:? 3.77 3.59

3«*2 3.79 3.75

3-|7

3.65

3-77

3*^*-

3*59 3-71

4.0*

3-79

3-79 3.65

3.*! 

3.61

3.62

3.60

3.96

3.**

3.*6

3.96

4.11

4.50 

4.0* 

3-1*

3-32

3-7*

3-89 

3.6*

3-71 

3-50 

3.36

3 -.64

4.02 

U.16

3.83

3.77

uivalants per liter

Carbonate & bicarbonate

2.47 

2.43

2.57

2.4*

2.52

2.57

1$

2.62

2.67

2.62

2.47 

2.49

2.49

2.44 

2.54 

2.54 

2.64

2.59*

2.54*

2.54* 1:2*

2~.&

2-59*

2.64

2.74

tto*

2.69 2.64* 

2.49 

2.72

2.52

2.67

2.42 

2.72

2-37 

2.57 

2.32

2.57 

2.52 

2/5* 

2.5? 

2.1*7

2.1*6

2.46

Sulphate

(SOij.)

5.16 

5.16 

5.l6

5.1*

5-31

5.33

5-35 5.*7

5.25

5.12

5.12

4.9*

5-23

5^17 

5.o4 

5.07 

5.06

5.24

*.99 5.16 5.10 5.15 5.18

5-.17

5-12

5.1*

5.19 

*.*o

5.05

5.2*

*'?9

4.0*

*.«

3.63 

4.29

4.25 u5.7* 

4.55 

5.10 

^.22

U.83

U.84

Chloride

(Cl)

i|

1.29

1.34

1*3* i'P

1.3^

i»3^

1.3*

1-3*

1.24

1.3* 

1.3* 

1.24

1.3*

1.3*

1-3*

1.3*

1.3* 

1.3*

1-3*

1-3*

1.34

1.45

1.43 

1.56

1.51

1.47

h1.40

i'.45

1.40

1.50

1.40

1.55 

1.45

l!**9

1.1*2

1.1*2

Nitrate

(N<y

0 

tr 

tr

.02

.01

tr

.01

tr

.02

tr

tr

tr 

.01

0 

.01 

tr 

tr 

0

0

tr

.01

tr

tr 

tr

.01

tr

0

tr 

0

0

0

0

tr 

0 

tr 

0

0

.01

tr 

0

0 

tr 

0

.01 

0 

0 

0 

0

0

0

Silt, 

Tons 

per

acre 

foot

clear

 Includes carbonate (COj)

(23)
RIO GRANDS AT LBASBUBG DAM, NBW MEXICO 

Total DiasolTed Solids, February 1920 to January 1930

Located in NE1/4 Sec. 10, T.21S., R.1W., N.M.P.M., about 12 miles tcpetrean 

from Las Graces, New Mexico. The crest of the dam ie 3,963.05 feet above 

sea level. The diecharges represent the total flow at the dan Defore diversion into the leasburg Canal. Samples and analyses by United States 

Bureau of Eeclaaation.

. Date

1920

Prt. 10

July 29

1921

FeTi. 1

liar. S

Apr. 1

May 6

June 8

July 5

Aug. 8

18

20

Sept. 6

16

24

25

Oct. 6

9

lit

Hov. 20

21

24

1922

Jan. 1

1

Mar. 23

Apr, 10

July 1

1

2

12

13

Aug. 8

g

g

12

12

12

20

Discharge 

OPS

65

1297

10

1381

1393

1551

1959

2368

2507

5003

3131

1913

3087

2107

2439

2004

1330

770

1140

761

1368

190

190

1669

1610

2530

2530

2461

1706

2130

25^6

2546

25^6

1912

1912

1912

2087

22 | 2118

Total dissolved 

nolids, tons

.56

.76

.61

.*

.46

.79

.76

 5t

.46

.69

 58

.68

 52

:8

.46

.24

.57

'*

 t

.68

.95

.92

.84

.1.30

.76

.82

.76

.68 .76

.41

.63

2.36

.52

.95

.65

.68

.73

Date

1922

Oct. 9

14

14

14

1923

Jan. 5

Apr. 11

July 1

22

Oot. 1

1924

Jan. g

Mar. 13

13

Apr. 1

July 3

Oot. 2

Nov. 20

Dec. 29

1925

Mar. 12

Apr. 1

May 1

June 1

July 7

Oot. 1

Dee. 1

1926

Jan. 5

liar. 1

Apr. 1

Discharge 

CPS

1512

1157

1157

1157

60

1542

2061

2210

1399

105

1033

1033

1577

34oo

261

354

4i4

597

1260

1178

1171

1369

1399

198

123

89

632

Total dissolved 

solids, tons

.68

.90

 93

.60

.82

.82

 V

.60

.68

.68

.68 &

1.36

.68

.51*

 5t

.41

.*

 95

.41

.68

.82

.68

1.09

.82

.82

.82

Date

1926

July 1

26

Aug. 1

Sept. 3

1927

Jan. 3

Mar. 1

June 13

1928

July 3

1929

Jan. 2

Feb. 15

Feb. 27

Mar. 15

Apr. 1

May 1

15

June 1

19

July 1

14

Aug. 2

15

Sept. 30

Oot. 12

15

31

Dec. 1

15

1930

Jan. 4

Dis* 

charge 

OPS

1639

1743

835

i2i4

150

553

1598

2090

80

493

715

980

1598

I960

1855

1}40

2128

2068

1882

2078

1765

655

135

72

7«

77

69

75

Total dissolved 

solids, tone

1.09

.82

.68

1.22

.68

.68

.68

.68

.82

.68

.68

.68

.68

 *! &

.68

.68

.68

.68

.5*

.95

.5>*

1.36

.82

1.09

1.22

 95

1.09

(24)
The Bio Orande at Leasburg Dan, near Las Cruces, S. ilex.

Gaging station at Leasburg dam In the S2 cor. of HB1/4, see.10, T.21S, H.1W, H. It. F. It.; 

about 12 nlles upstream from Las Graces. Elevation of crest of dam is 3,96}.C5 feet above 

sea level. Samples collected by U. S. Bureau of Reclamation; analyses by U. S. Bureau of 

Plant Industry.

Laboratory 

Ho.

_

~

~

~

_^

_

"~

__

~

-g-

_

~

~

_.

~

__

~~

~

_

_

Date 

of 

Sample

1910

»eb. 14

 28

Mar. 15

ipr. 15

Bay 1

' 15

" 31 

June 30

July 7

190.

Jan. 31

»eb. 14 

 22

 28

Mar. 7

 14

" .21

 28

Apr. 4

 11

 18 

" 25

toy 2

" 8

" 14

 21

 25 

June 2

 11

 16

" 22

July 1

* 6

 16

" 20

" 27

lug. 5

 u

 24

' 31 

Sept. 19 

" 26

Oct. 2

 7

 12

 18 

" 25

 31

HOT. 6

» 12

 18 

 25

Ho. of 

Samplei

1

1

1

1

1

1

1 

1

1

1

1 

1

1

1

1

1

1

1

1

1 

1

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1 

1

1

1

1

1 

1 

1

1

1

1

1 

1

1

1

1

1 

1

Discharge 

e.f.s.

238

932

850

2,205 i,4oo

1,100

1,000 

2,200

2.200

54

250 

300

600

585

1,046

1,058

1,602

1,721

1,781 1,913

1.097

789

862

1,870

1.500

1,526 

1,846

1.764

1,768

1.9U6

1,950

1,654

1.615

2.182

2.015

1.657 

1,352

1.870 

1,741

2.363

1.857 

1.167 667

668 303 113

75 

850 151

925

187

631 

113

Conductance 

Bd05 

«25°C

101

95

94

97

50

89

92 

106

107

165

92 

82

90

91

88

87

81

85

87

87 

92

98

91

86

87

83

82

84

86

89

89

89

85

86

87

80 

101

82

85

85

85 

92

io4

107

247

128 

92

109

91

113

96 

108

IDS. 

Tons 

per 

acre 

foot

.99

1.11

1.10

.91

1.00

.85

.88 

.92

.92

1.37

.86 

.80

.80

.78

.86

.83

 78

.87

.89

*S4

 9? .9>*

 79

.87

.77 

.81

.89

*76

 78

 78

.73

.82

.90

.79 

.90

 72 

.86

.77

.83 

.85 

1.20

1.03

1.01

1.89

1.07 

.95

1.02

.83

1.11

.96 

1.04

Boron 

Ppm

_

_

_

__

 "

__

_

.

"

_. 

«-

__

_

_

PH.

_

~

_

~

__

_

__

_

--

--

~

_

~

__

~

~

~

-

--

 *.

_

...

_

__

_

Percent 

Sodium

53

52

54

45

50

r5

4l 

32

29

60

51

44

38

43

45

43

50

55

48

S

52

46

53

*7

45

4§

54

%>*3

1*9

1*9

49 

44

41 

1*7.

1

44

24

8

41 

44

49

44

52

55 

52

Percent 

Chloride

22

22

18

20

17

19

15 

20

20

52

22 

20

20

20

21

19

9

15

14

12

16

28

25

30

22

13

21

20

13

13

17

21

14

16

16

21 

23

i!17

23 

19

23

18

31

30

22

25

13

30

a

28

Kill]

Calcium

(Ca)

4.50

4.50

4.65

4.50

4.80

4.50

5.10 

5.10

5.55

5.1*0

3.30 

4.20

4.35

4.05

4.35

4.35

3-75

3.90

3.75

3.75 

4.50

4.65

4.05

4.05

4.05

4.05 

4.05

3.75

3.45

1.60

4.05

3.90

3.75

3.90

3.60 

5.65

4.05 

4.05

4.05

3.60 

1*.05 

4.80

4.80

6.30 8.70

5.60 4.50

4.50

3.80

4.50

3-90 

4.40

Uagneslum

(Mg)

1.48

1.48

1.48

.91

 91

1.23

1.23

1.56

1.56

1.56

1.73 

1.81

1.23

1.98 1.56

l!l*8 1.32

1.23 1.32

1.73

1.23

.99

 99

.99 

1.07

.90

1.07

1.07

.71*

1.15

.99

1.15

1.23

1.23 

1.23

1.15 

1.15

1.15

1*73

1.97

2.30

5.50

2.20 

1.70

2.00

1.20

1.90

1.20 

1.70

.CTam (

Sodium

(Ha)*

6.71*

6.58

7.16

4.35

1*167

4.38 

3.10

2.88

10.29

5.15

4«3&

3.62

4.43

4.57

4.01

5-37

6.35

4.61 

4.29

4.94

5.79

4.24

5.86

3.89 

4.47

5.38

4.21

4.36

5.11

4.25

3.68

4.70

5.00

4:|

3.62 

4.60

4.29

5.16 

4.61 

7.72

5.36

2.70

1.20

5.50 

4.80

6.20

4.00

6.90

6.20 

6.60

uulvalents Der 1]

Carbon- ' 

ate & bicarbonate 

(C03 HCO-;)

5.90

3-93

3-93

2.36

3.93

2.75

3.93 

1.97

1.97

3-54

3-15 

3.15

3.15

3-15

3.15

3.15

3-54

3.54

3-15 

3-93

3.5^

3.5^

2.75

3-93

2.75 

2.75

3.5ft

2.36

2.75

2.75

2.36

2.75

3.15

3.54

3*5>1

h4.33

3.60 4.00

4.00 

3.60

4.40

2.40

4.40

3.60 

4.00

Sulphate

4.06

5.87

6.99

5-1*3

5.1*5

5.68

5.20 

5.82

6.05

4.64

4.66 

4.64

4.80

l*.53

5.22

5.12

ft.91

5.24

6.30

5.26 

4.60

4.63

>*.77

4.27

4.60

5.00 

ft.87

4.52

5.78

4.95

5.12

5.12

4.64

4.87

5.01

4.26 

4.60

4.10 

4.68

4.76

4.87 

4.70 

7.16

5.04

5.70

6.60

5.30 

5.00

5.10

5.40

ft.90

5.30 

5.10

ter

Chloride

(01)

2.76 2.76

2.37

1.97

1.97

1.97

1.58 

1.97

1.97

9.07

2.37 

1.97

1.97

1.97

1.97

1.97

.79

1.58

1.58

1.18

1.58

3.15

2.76

2.76

2.37

1.18 

1.97

1.97

1.18

1.18

1.58

1.97

1.18

1.58

1.58

1.97 

2.37

1.18 

1.58

1.58

1.58 

2.37 

2.7f

2.76

2.00

4.80

4.00 

2.40

3.20

1.20

4.00

2.40

3.60

Hltrate

(JTO^)

_

~

_

_

_

__

_

~

 

~

_

~

_

_

~

-

» 

^_

».

_.

»

Tor samples prior to Ho. 7818 the sodium was calculated: for subsequent samples it was determined

(25)
The Rio Grands at Leaiburg Dam, near Las Crucea, H. Ilex.

Laboratory 

Ho.

-

76 

77

10ft

105

lift

115

116

11*7

148 

11*9

150

151

152

S187

188

189

190

191

192

$

195

196 

288

289

290

291 

292

293

294

295 

296

297

298 315

316

317

318

319 

369

370

371

372

373 

375

375 

376

388

Date 

of 

Sample

i<m

Dec. 2 

8

13

18

23 

28

Jan. 8

y26

r b. 2

8

15

22

29 

Bar. 7

13

19

28

Apr. 2 

8

1ft

19

2ft

29

May 6

12

20 

25

June 1

6 

13

20

2ft

July 5 

12

18

27

Aug. 1 

ft

16

22

30 

Sept. 6

1ft

22

26

o t. 5

11

18

25

31 

KT. 3

13 

21

28

Ho. of 

Samplea

1 

1

1

1

1 

1

1

1

1

1

1

1

1

1 

1

1

1

1

1 

1

1

1

1

1

1

1

1 

1

1

1 

1

1

1

1 

1

1

1

1 

1

1

1

1 

1

1

1

1 

1

1

1

1

1 

1

1 

1

1

Discharge

O.f.l.

97 

SO

,73 1*90

ifts 

79

77

79

5f

56

58ft

192

1*91

533 

718

819

1.592

1.762 

1,861

1.905

1,68ft 1.566 1,605

1.566

1.362 

1,828

1,891

1,895

1.920

2,oftg 2,215

1,862 

2.350 2,023 2.323 2,253

1,914

2,112

2,083

3.392 

1,696

1,817 1,606

2,012 

587

17ft

7ft5

177

112 

692

107 

798

145

Conductance 

fclo5 

 25°C

120 

125

129

101

lift 

122

129

132

131

132

96

10ft

99

99 

98

95

9ft

9ft 

95

100

97

97

98

97

97

96

99

96

97 

89

91

89

88

86

gj

78

81

82

77

82

79

79

108

88

110

123 

S3

115 

79

113

IDS. 

Tom 

per 

acre 

foot

1.05 

1.16

1.16

.98

1.07 

1.10

1.19

1.26

1.28

1.2ft

.96

.90

.89

.88 

.88

.89

.88

.88

.88

.89

.86

.90

.90

.88

>9ft

.86

.86

.93

.87

.87 

.79

.79

.80

^79

.7f

.76

.76 

.73

.75

.77

.79 

.80

«7ft

.78

.72 

.87

1.05

.83

1.02

1.12 

.76

1.09 

.71

1.09

Boron 

Ppn

-

_

-

_

_

 _

_

_

_

~

_

_

, 

 .

~

~

pH.

-

_

_

~

 

~

_

 .

-~

~

_

__

__

__

 

__

__

__

. 

_

__

~

-

Perr 

cent 

Sodium

ft2 

46

1*6

48

53 

51

52

5550

52

49

1*8

ft9

ft9

J*5

ft5 

ftg

1*2 ftl

ft9

1*6

ft5

ftg

48

5ft

ft6 

50

50

5ft

48 

52

48

1*8

ftg

48

ft2

H

ft2

ftl

4*2

ft3ftl

38§

111*8

Peroent 

Chloride

3ft 

37

37

30

26 

32

36

36

33

33

20

33

25

23 

23

22

19

20

20 

19

16

20

20

19

19

19 

23

19

20 

16

16

21

21 

17

21

18

21

19

18

23

22 

22

22

22

19 

25

25

21

20

I

27 

21

29

Mil]

Calolun

(Ca)

5.70 

5.30

5.40 ft.fto

ft.50

ft.SO

5.30 5.10

5.30

5.10

4.00

ft.20

ft. 10

3.90 

3.90

3.90

3.90

3.90

3-90 

3.90

3.80

4.00

3.90

3.90

3.80

4.00

3.80

3.SO

3.80

3.80 

3.30 3.30

3.30 m3.45

3*15

3.30 3.75

3.00 3.15

3.75

3.90

3.75 ft.20

ft.65

ft.20

5.25

5.40

3.90

5.40 3.60

ft.95

Magnesium

0%)

1.90

2.20

2.20

1.70

1.30 

1.90

1.70

l.SO

2.60

1.50

1.40

1.40

1.70

1.50

1.60

1.70

1.70

1.70 

1.70

1.90

l.SO

l.SO

1.70

1.90

l.SO

1.80 1.70 1.50 .50

.28

.28

.15

.15

.15

.28

.28

1.28 

.89

1.28

1.28

1.28

1.5ft

1.5ft

1.5ft

1.5ft

1.28

1.66

.90

1.66

1.5ft 

.90

1.5ft 

.77

1.5ft

ieram e aniralen

Sodium

(Ha)*

5.40 

6.50

6.50

5.70

6.50 

7.00

7.50

8.60

7.90

8.30

6.40

5.30

5.40

5.10 

ft.9o

5.30

5.00

4.50

ft.50 

ft. 70

ft.20

ft. 10

ft.50

ft. 60

4.90

ft.SO

ft.70 

5.10

5.10

4.70 

ft.67

ft.67

5.«

4.60 

ft.91

ft.57

ft.3S

ft.6o 

ft. 28

ft.19

3.71

4.82

ft.55

3.75

3.73

3.13 

$.03

ft. 71

ft.36

ft.17

5.78 

3.67

ft.03 

ft. 25

5.92

Carbonate A bicarbonate

ft.OO 

ft.OO

ft.OO

2. SO

ft.OO ft.fto

ft.fto

ft.SO

5.60

ft.SO

3.60

3.20

3.20

2.80 

2.80

3.20

3.ao

2.80

2.80 

2.80

2.80

2.80

2.80

2.80

2.80

3.20

2.SO 

2.80

2.80

2.80 

2.80

2.80

2.80

2.SO 

3.20

2. SO

2.80

2.80 

2.80

2.80

2.80

2.80 

2.80

2.80

2.80

2.80 

2.40

3.20

3.00

4.20

3.00 

2.>>0

3.00

2.SO

ft.OO

s car liter

Sulphate

(SO^)

ft.60 

ft.SO

ft.90

5.40

5.10 

4.90

ft.90

5.10

5.00 4.90

5.80

4.10

5.20

5-30 

5-30

5.20

5.40 5.30

5.30 5.50 5.50

5.10

5.fto

5.fto

5.80

5.fto

5.50

5.40

5.60

5.20

ft.85

ft.85

ft.SO

ft.70 

ft.7l

ft.SO

ft.7l

ft.53 

3.92

ft.37

3.9ft

4.30 

ft.ftft

ft.2ft

ft.37

ft.02 

ft.Tl

5.02

ft.ft6

ft. 68

5.12 

4.07

ft.97 

ft.02

ft. 81

Chloride

(01)

ft.fto

5.20

5.20

3.60

3.20 ft.fto

5.20

5.60

5.20

5.20

2.ftO

3.60

2.80

2.ftO 

2.ftO

2.1*0

2.00

2.00

2.00 

2.00

1.60

2.00

2.00

2.00

2.00

2.00

2.00 

2.40

2.00

2.00

1.60

1.60

2.00

2.00 

1.60

2.00

1.60

2.00 

1.60

1.60

2.00

2.00 

2.00

2.00

2.00

1.60 

2.40

2. SO

2.00

2.20

ft.60 

2.00

3.00

1.80

3.60

Hitrat«

(B03 )

-

 .

-

_

~

__

~~

~

__

 ~

 

~~

_

. 

~"

""""

(26)
The Bio Qrande at Leaalrarg Dam, near Lag Croeea, H. Hex. 

- 3-

Laboratory 

Ho.

389

390 

391 

392

393

4TC

480 

481

482

483

484

485

526

527

528

529 

530

7500

7501 

7502

7503 

7504 

7505

7506

7507 

7812 

7813

7814

7815

7816 

7817

7818

7819

7820

7821

7822

7823

7933

7934

7935 

7936 

7937

7938

8198

8199 

8213

8312

8372

8373

S463

Date 

of

Sample

1232

Dec. 4

" 12

 18 

" 27

1231

Jan. 2

9 

23

,-.3

13

20

27

Bar. 6

13

20

27

' 11

25

May 9

15

25

29 

June 5

13

20 

26 

28

July 4

10

i

tag, 6

15

a

Sept. 4

11

18

25 

0 t. 2 

9

18

24

30 

HoTeriber

December

1231

January

Tetruary

March

Ho. of

leg

1

1 

1

1

1

1 

1

1 

1

1

1

1

1

1

1

1

1 

1

1

1 

1

1 

1

1

1

1 

1

1

1

1

1 

1 

1 

1

1

1

1

1

1

1

1 

1 

1

1

1

1 

4

4

I

4

Diecharge 

o.f.a.

720

110 

714 

109

77

69 

262 

699

407

636

767

1»3«&

1,636

1)966 1,613

1.246 

1.731

1,866 

1,754 

1,760

1.738

1,933 

1,057 

1,572

1,410

1,892

l'.770 

2,OW

2.142

2,028

2,105

1,939

1.732

1.398

1,088 1,034

285

926 155

110 

409

450

81 907

1,102

OOSrdootance 

KxlO' 

 25-0

77.0

110.0 

85.0 

113.0

132.0

135.0

111.0

77.0 

67.0

70.0

72.0

69.0

70.0

73.0

70.0

71.0

68.0

74.8

79.3 

75.1

75.8 

74^9

75.0

76.3

102.0 

116.0

88.2

80.1

61.3

S390.3

81.5

80.1

78.6

80.1

81.1

82.1

83.5 

84.5 

92.9

83.7

120.0

121.0

93.3

96.3

129.0

93-3

94.6

IDS. 

Tone 

per 

acre 

foot

.70

1.01 

.96 

1.05

1.16

1.12 

1.02

'.11

^71

.77

.72

.74

.76

.75

^71

.73

^72 

.78 

 73

^93

1.08

 74

 70

.59

.80 

 87

!a4

.75

.74

1.02

.94

.83

.82 

.88

.76

1.16

1.11 

.86

.98

1.30

.89

.89

Boron 

Pp»

_

_

_

 _

_

__

_

-

-

 .

-

_

-

.16

.12

.16

.16

.14

pH.

_

-

_

~~

,

«

_

-

_

~

-

~

8.1

8.0

7.9

7.8

7.8 7.7 e.£

Percent 

Sodium

5°

48

45

46

49

Ig

52

49

52

53

51

48

46

49

37

29 

43 

38

40

49 

37 

39

4i

42

40 

40

41

38

35

38

45

45

44

45

44

42

43

44

48

Percent 

Chloride

a

3p

24

19

3*

Z

26 

22

18

22

23

22

23

23

22

%

18

19

20

19 

18 

19

19

18 

16 

14

16

16

16 

16

s16

17

17

18

19

17

18 

18 

21

18

28

28

20

20

31

19

19

Mil]

OalciUB

(Oa)

3.15

4.65 

3.15 

4.20

5-70

5-25 

4.65

4.20

3.60

3.00

3.15

3.00

3.15

3.00

3.15

3.45

3.15 

3.00

3.4o

3.50 

3.35

3.35 3.25 

3.35

3.30

3.50 

4.87 

5..7S

4.42

3.67

3.10 

4.03 

4.07

4.22

3«92

3.65

3.65

3.65

3.67

3.88

3.75 

3-97 4.38

3.87

5.27

5-23 

4.25

4.15

5.80

4.08

4.14

(«g)

1.1=

l!28

1.54

1.92

1.92

1.53

1.79 

1.15

1.28

1.41

1.15

1.15

1.28

1.28

1.41

1.66

1.28

1.65

i:S

i;44

1.37

i!so. 

1.96

1.31

1.20

il6T

1.62

1.60

1.71

1.62

.99

1.15

1.35

 1.22 

1.20

1.28

2.19

2.41 

1.49

1.81

1.88

[iKSSf eonivalenl

SodiUB

(Ha)*

4.28

5.82 

4.05 

4.74

6.61

6.98 

6.89

3.40 

4.34

4.58

4.39

4.58

4.78

4.50

4.16

4.09

3.91 

4.10

2.74

3.30 

2.76

2.32 

3.47

2.89

3.06

3.85 

3.93 

4.93

4.03

3-53

2.22 

3.68 

3.80

3.98

3.59

3-35

2.98 3.23

3.9?

3.94

4.09 

3-94 

4.01

4.25

5-59

5.63 

4.03

4.22

5.72

1.45 4.22

1.16 1 4.72

Oartonate & Weartonate 

IbO^+ECO,)

3.00

3.80 

2.60 

3.80

4.60

4.00 

3.60

3.20

3.eo

3.4o

3.60

2.80

3.60

3.20

2.80

3.20

2.80 

2.80

2.70

3.05 

2.80

3.00 

3.10

2.85

2.90

3.35

3.*85

3-30

3.25 

3.40 

3.80 

4.15

4.45

2.90

2.85

2.80

2.60

3-15

3.15

?' 15

4.25

4.30

3.14

4.12

2.75

2.80

be Tier liter

Sulphate

(8%)

3.78

3^88 

4.68

4.83

4.95 

4.27

3.79 

3.89

3.86

3.35

3l4S

3.58

3.82

3.75

3.92

3«65

3.58

3.22

3.48 

3.58 

3.39

3.39

3.08

5.00

6.46

4.34

3.72

2.06 

4.30

4*2?

3^43

4.13

3.98

4.19 4.27 4.34

4.29

fcS 4.44

5-35

5.31 

^ 73

5.08

5.16

5.15

5.39

Chloride

(a)

1.80

3.60

2.00 

2.00

4.80

5.20 

5.20

2.40 

2.00

1.60

2.00

2.00

2.00

2.00

2.00

2.00

2.00 

2.00

1.44

a1.49 

1.44 

1.44

1.44

1.39 

1$

1.57

1.38

1.00 

1.43 

1.43 

1.38

1.48

1.48

1.43

1.58

1.62

1.57

1.67 

1.71 

2.14

1.71

3.78

3.73 

2.06

2.10

4.21

1.91

1.91

Hltrate

(HO,)

__

_

^ ^

~"

 

 .

__

_

-

_

-

-

T.

.01

.03

.01

T.

.05

.02 

T. 

.02

.03

.01

.04 

.03

I.

.01

.04

.02

(27)
The Rio Qrande at Leasburg Dam, near Las Cruces, N. Ilex.

- 4 -

laboratory 

No.

35p3

3335

9007 

9097

9200

9304

9446 

953*

9622 

979* 

979? 9996

100$

10135

10233

10303

10409

10*33 

10*96

10537

10606

10679

10313

10329 

10392

10920

11006 

11053 

11123

11171*

11226

Date 

of 

Sample

April

tfey

Tune

July 

August

Sept.

Oct.

NOT. 

Dec.

1225.

Tan. 

Feb. 

March

April

Ifey

Tune

July

August

Sept.

Oct.

NOT. 

Dec.

1936

Tan.

Feb.

Marsh

April

Ifey 

Tune

Tuly

August 

Sept. 

Oct.

NOT.

Bee.

No. 

of 

Samples

I

4

I

4

5

3

I

4

5

4

I

4 

5

4

4

5

4

I

I 

4

I

Discharge 

c.f.s.

1,673

1,536

1,750

2,193 

2,510

1,233

264

1*5 

55

63 

191 

46o 

1,302

1,137

1,369

1,923

9*7

263

145 

149

56

162

3*3 1,657 1,425

1.7*8

1,962

1,323 

1.039 

196

159

89

Conductance 

EclO^

Q25*C

96.5

95-9

93*1

93.'*

9°.3

1U

123 

141

1*0

105

106 

106

101

100

90.6

U3

137

112

141

109

93.3

96.4

96.5 

92.4

39.3

33.7 

78.3 

114

111

131

TDS. 

Tons 

per 

acre 

foot

.34

.9*

.91

31.91

1.01 1.1* 1.30

1.32

1.21 

1.06

 99

1.03 

1.02

.90

 9*

.3*

1.0*

1.25 

1.03

1.21

1.01

 9* .37

.33 

.36

.37

 75 

 77 

1.05

1.01

1.17

BoPpm

.16

 15

 17

 19 

.19

.13

.13 

.30

.13 

.20

.21 

.16

.13

 19

.13

.11 

.12

.20

-_

.16

.1*

.16

 13

 13 

 13

pH.

7.*

7-6

7-7

7.6

7.3

3.1 

7-9

7.6 

7-7 

7-9

3.2

3.1 

7.3

3.0

7.3

7.*

7-9

7-7

7-6

3.1

7-6

7-7

7-9 

7-9

7.9

7-7

8.0 

7-9

7*8

Percent 

Sodium

*7

46

44

44

$

43

P 47

46 

46

47

40

42

§

*5

*2

*3

*3

4^5

44

*3 

Hi

U?

Percent 

Chloride

20

19

11

20 

19

19

27

23

33

29

23

21 

19

20 

19

20

16

20

23

32 

27

3*

27

21

13

19 

20

20

20 

17 

27

*

Milligram ec

Calcium

(Ca)

*.17

*.13

*.i3

*.07

Ia7 4.62

4.37

6.02

5.32

4.97 

4.77 

4.32

4.25

4.21

3.93 4.37 3.90

£93

5.39 5.01

4.20

4.14

4.24 

4.05

3.91

3.71 

3-72 

4.74

U.70

5.U8

Magnesium

(Mg)

1.29

1.47

1.42

jf

1.62

1.93 

2.05

JIB

1.70

1-93

1.61

1.47

1.76

1.33

1.69 

1.65

l»97

1.54 1.5* 1.39 i.po 1*23

1.21 

1.11 

1.52

l.W*

1.70

Sodium

(Ha)

4.34

4.72

4.?5

4.24 

4.12

4.27

*-97

5.61 

6.44

7.10 

6.69 

5.30 

4.33

5.0* 

4.90

4.69

*.§!

3.33

4.99

6.57 

*-93

6.44

4.73

4.3*

4.13 M 4.59 4.03

3.72 

3.65 

5.49

5.27

6.28

uivalents per liter

Oarboiate & bicarbonate 

(003+3003)

2-75

£.92

2-99

3.05 

3.15

2.90

3.20

lUS

1$

3.10 

3.00

3.10 

3.00

2-97

3.07

£.37 3.1* 3.7* 3.3*

3-7*

3.0**

2.94

2.74

2.79

2.32

2.32*

2.72 

2.72*, 

3.27

3.02

3.66

Sulphate

544

^33

fa. 10

5.01 

5.01

5.22

5*90

5.69 

6.15 

6.15

5.93

5-72 

6.13

5.50

4.ol 5.92 5.35 5.16

5.10 5.21 5.07 5.21 5.16 5.20 4.70 4.29 4.45 5.*e 5.55 5.13

Chloride

(01)

2.01

1.90

1.11

2.00 

1.90

1.96

2-75

3-57 4.37

4.92 

3.73

2.40 

2.15

2.29 

2.20

2.06

1.67

1.91

2.67

*.53 

3.20

5.49

2.99

1.73

1.37

l!3*

1.7* 

1.44 

3-19

3.09

U.58

Nitrate

.05

.02

.03

.03 

.03

.01 -.01

.01 

.01

 07

.01

tr 

tr

.02

.0*

.03

.05

0 

.02

0

.02

.02

.02

.02 

.05

.03

.02 

.01

tr

.03

.02

Includes earbo

(£8)
BIO GHAHIH AT Mi PASO GAGING STATION, TEXAS 

(Total Dissolved Solids in tone per acre foot)

Station located 4 miles upstream, northwest of 21 Paeo and 0.8 mile above the 

Intersection of the International Boundary with the river at SE cor. sec. 9, T.29S., 

E. 4B., H.U.P.U. Zero of gage IB 3720.65 feet atove eea level. Samples and 

analyses by United States Bureau of Reclamation.

Date

6-24-18

10-23-18

6-1J-19

6-19-19

6-27-19

7- 2-19

7-1J-19

7-15-19

7-23-19

7-30-19

8-13-19

8-18-19

8-25-19

9- 1-19

9- S-19

9-15-19

9-22-19

9-26-19

9-29-19

10- 6-19

11-10-19

12- 3-19

12-11-19

12-22-19

12-29-19

1- 5-20

1-12-20

1-19-20

1-28-20

2- 9-20

2-16-20

2-20-20

2-23-20

3- 1-20

3- 8-20

3-15-20

3-22-20

3-30-20

4- 5-20

4- 5-20

4-26-20

5- 3-20

Disch.

C.f.l.

1150

1103

1195

1335

1255

1015

1560

1600

680

720

1080

695 630

810

800

1190

S90

930

44o

580

530

135

100 135

110

700

860

240

175

60

50

115

555

555

805

795

960

820

794

794

880

1*7

T.D.S.

0.74

.92

1.00

1.01

.85

 79

.80

.73

1.11

1.23

.76

.77

.81

.83

.39

.91

.97

.89

.94

1.10

1.02

1.49

2.30

1.69

2.1*5

.81

.82

1.52

1.62

1.96

2.16

1.81

.61

 79

 5«

.70

 72

.77

.68

.7*

 71

 71

Date

5-lO^EO

5-17-20

5-24-20

6- 1-20

6- 7-20

6-14-20

6-21-20

6-29-20

7- 5-20

7-12-20

7-19-20

7-26-20

7-29-20

8- 6-20

8- 9-20

8-16-20

8-24-20

8-30-20

9- 6-20

9-13-20

9-20-20

9-27-20

10- 4-20

10-11-20

10-18-20

10-26-20

11- 1-20

3-20-21

4- 6-21

4-22-21

5-11-21

5-21-21

5-30-21

6- 8-21

7- 6-21

7-27-21

11- 8-22

11-14-22

11-11-22

1-30-24

2-12-24

2-16-24

Diech. 

Lc.f.*.

970

1190

1390

1260

1820

1520

1290

1505

1940

1240 965

1690

1080

2760 1770

2175

1020

790

1240

1050

1220

1570

1770

1910

800

655

140

1043

900

600

1025 1730

1215

1290

1586

2463

579

673

673

170

920

1069

T.D.S.

0.82

.80

 83

 91

 71

7?

.86

.62

.65 .63 1.02

.80

 92

 72

.69

.68

.65

.82

 72

.80

 57

 56

.64

.64

.63

1.21

1.60

 90

 92

.82

 76

.92

1.01

.84

.63

.60

1.09

.8U

1.03

1.77

1.36

.41

Date

2-23-24

2-29-24

3- 7-24

3-14-24

3-21-24

3-28-24

4- 4-24

4-12-24

4-18-24

4-26-24

5- 9-24

5-23-24

7- 1-24

7- 7-24

8- 7-24

9-26-24

10-31-24

11- 3-24

11-11-24

11-12-24

12-29-24

1-20-25 4-15-25

5- 7-25

6- 8-25

7- 3-25

7-27-25

8- 8-25

9-16-25

9-30-25

10- 5-25

10- 9-25

1-13-26

2-23-26

4-24-26

5- 1-26

7-10-26

8-25-26

10-11-26

2-24-27

3-17-27

3-24-27

Diech. 

o.f.s.

960

920

920

870

950

780

1669

1510

1600

1730

2106

1592

1866

949

810

350 471

355

360

510

150

1170

1219

1206

880

1900

3770

719

645

2%

174

397

1162

1419

1250

323

208

461

670

T.D.S.

0.95

.95

 95

1.09

1.09

1.63

 95

 95

.68

 5>*

1.09

 54

.82

 5>*

1.09

 95

.82

1.36

1.36

1.22

 95

1.90

1.09

.95

.82

1.22

 95

.82

1.09

1-36

1.50

1-77

1.63

1.09

1.22

1.22

.95

1.90

.82

1.50

1.22

Date

7-21-27

8- 4-27

9-27-27

10- 5-27

10-24-27

12- 5-27

1-20-28

2- 1-28

3- 1-28

4- 2-28

5- 2-28

6- 1-28

S-16-28

9-1S-28

10-15-28

10-30-28

1- 2-29

1-16-29

2- 2-29

2-16-29

3- 1-29

5-4-29

6- 6-29

6-28-29

7-H-29

e- 1-29

8-11-29

8-24-29

9-23-29

9-30-29

10- 8-29

10-15-29

10-28-29

11- 7-29

11-15-29

12- 4-29

12-12-29

12-19-29

12-25-29

1- 9-30

1-16-30 1-23-30

Diech.

1060

1348

850

543

243

5*5

263

258

605

1050

1172

1132

29*7

1470

479

456

167

142

156

420

468

1040

838

977

3780

3190

5830

2840

1410

644

431

352

257

540

222

162

174

146

330

146

126

122

T.D.S.

1.09

2.18

3-13

1.36

1.22

1.63

1.36

1.63

1.09

1.09

.82

1.09

1.09

.82

 95

1.22

2.04

2.31

2.04

1.36

1.36

1.09

.82

.95

.95

 95

 54

.82

1.09 .50

 77

.90

 77

.77

.90

.90

.90

.63

.63

.7777

2.04

(29)
Xhe Bio toande at II Paso, Texat

Saging ctatlon located It Bile* upetrean, aorthweet of EL Paeo and 0.6 nil* aoov* the interwet ion of the International Boundary with the Elver. Th» zero of the gage Is 3,720.65 feet 

above tea level. Sample* collected by 0. S. Bureau of Reclamation; analyzed hy 0. S. 

Bureau of Plant Industry.

Laboratory 

Ho.

~

~

~~

-

_

~

__

_

"""

_

__

-

__

_

__

_

_

_

_-

__

Date 

of 

Sample

,.r, " 6

. 15

" 19

Mar. 1

' 11

« 25 

Apr. 1

" 5

« 12

May 3

« 14

July 2 

« 8

" 16

« i

Aug. 6 

Sept. 4

" 22 

» 28

Oct. 1 

» 11

» 20

 27

HOT. 10 

1 17

" 19

 25

Dec. 3

' 13

: 20

Jan. 2

9

16

24

jO

? b. 6

13

20

Mar. 1

9

16

20 

27

Ho. of 

Sanples

1

1

1

1

1

1

1 

1

1

1

1

1

1 

1

1

1 

1

1 

1 

1

1 

1

1 

1

1

1

1 

1 

1

1

1

1

1 

1

1

1

1

1

1 

1

1

1

1

1

1

1 

1

Dieeharge 

o.f.s.

123

325

220

250

630

369

1,100 

910 768

962

623

691

1,090 

1.330

1,250

1,200 

2,340

931 

1.520 

1,140

974 

1,070

S418

294

237

212 

190

280

210

240

166

200

154

154

154

136

143 

133

269

426

4l4

969

800 

1.430

Conductance 

Zilo5

231

188

169

178

129

168

123 

131

135

140

154

138

138 

123

127

133

110

137 

106 

121

123 

123

148 

157

187

187

193 

207 

370

339

199

189

222

170

199

211

211

217

217 

215

148

169

151

125

130 

115

IDS. 

Tons 

per 

acre 

foot

2.19

1.65

1.63

1.66

1*35

1.54

1.21 

1.35

1.31

1.37

1.59

1.39

1.33 

1.14

1.25

1.28 

1.09

1.34 

1.01 

1.01 i'i?

&

1.68

1.64

1.86 

1.96 

3.26

3.19

1.70

1.64

1.98 

1.53

1.91

2.00

£.04

2.02

2.05

1.34

1.49

1.37

1.37

1.19

1.17 

1.12

BoTOIl

Ppm

_

~

~~

_

~

_

=

_

_

-

__

_

~

__

_

_ .

_

~

pH.

 

__

«

~

 ,

__

-

~"

_

=

_

__

_

-

_-

__

;;

_

_

_

__

~

Pereant 

Sodium

61

64

70

60

59

69

59

064

50

59

65

f3 

63

51

55 

36 

55

58

28

32

go

53

11

61

62

68

60i

p6363

f?64 

62

56

51

56

48

48 

46

Percent 

Chloride

45

51

41

34

28

34

27 

30

28

23

32

34

31 

32

28

30 

31

29

32 

31

24 

19

33 

39

39

43

42 

41 

64

60

42

39

4*3

47

42

43

f5

44

34

33

31

33

29

28

27

mill

Calcium

(Ca)

6.30

5.55

4.50

6.15

4.95

4.20

4.50 

4.50

4.20

6.00

5.70

3.75

3.75 

3.60

4.50

4.50 

5.10

5.25 

4.50 

4.50

4.50 

6.75

6.90 

5.25

5.85

6.75

6.75 

6.00 

10.60

17.00

5.10

5.55

7.05 

4.50

4.05

5.40

5.40

5.55

5.85 

6.00

5.55

6.15

5.55

5.55

5.55

5-55 

5.55

Magne-

 ium

(Kg)

3.70

1.48

1.23

2.47

1.48

1.48

1.48 1.32

1.32

2.47

1.98

1.89

1.73 

1.48

2.47

2.47 

2.14

2.14 

3.29 

1.23

2.47 

3.62

3.79 

1.48

2.63

2.63

2.96 

3.1| 

4.77

4.44

'1.81

2.47

3.21 

2.06

1.65

3.29

3.54

3.21 

2.55

1.73

1.98

1.73

1.73

1.65

1.65 

1.56

eran i

Sodium

(Ha)*

15.52

12.35

13.32

12.16

9.29

12.70

8.63 

9.94

9.93

8 44 io!gi 10.51

9.55 

8.61

7.12

?-?7 

4.47 

6.97

9.72 

4.04

5.07 

9.30

12.88

10.71

13.79 

14.68 

24.32

25.64

14.70

11.99

5.64 

11.57

17.03

l4.n

15.08

17.23

15.89 

14.00

9.10

8.54

8.98

9.33

6.56

6.73 

6.12

mi volant

Carbonate & bicarbonate 

{J03+HC03 )

5.51

2.36

3.15

5.90

4.33

4.33

3.93 

3.5*

3.93

5.90

5.51

4.33

4.33 

3.15

4.33

3-93 

4.33

5.51 

3.54 

* ??

9.84 

4.33

4.33 

4.33

5.51

5.90

5.90 

5.90 

5.H

5.90

4.72

4.72

5.90 

3.15

3.93

5.51

5.51

6.29

5-11 

4.33

4.72

4.33

4.33

3.93

3.54

3.5J* 

3.54

Sulphate

(sou)

8.57

7.16

8.01

7.78

7.05 7.74

6.74 

7.49

7.18

7.07

7.16

6.30

5.97 

6.20

5.82 ts6.22 

4.78 

4.43

2.91 7.32

6.30 

5.39

7.57

5.51

7.74 

8.05

10^73

7.82

7.40

.93 

7.09

8.15

8.03

8.01

8.20

8.01

8.36

6.14

6.82

6.41

7.16

6.28

6.1*5 

6.14

Iter

Chloride

(01)

11.44

9.86

7.89

7.10

4.34

6.31

3.94 

4.73

4.34

3.94

5.92

5.52

4.73 

4.34

3.94

4.34 

3.94

4.73 

3.94 

3.94

3.94 

2.76

5.13 

6.31

8.28

8.68

9.86 

9.66 

25.24

24.45

9.07

7.89

9.07 

7.89

10.65

9.86

10.25

11.83

11.83 

9.86

5.52

5.52

5.52

5.52

3.94

3.94 

3.55

Nitrate

<H0 3)

_

_._

r ,

~

_

_

_

-

-

^ _

~

_

 

_

-

 For samplee prior to Ho. 7761 the sodiu

** Carbonate (CO?) present.

i wae calculated, for subsequent samples it was determined.

(JO)
The Bio Qrande at El Paso, !eza» 

- 2-

laboratory 

Ho.

-

_-

__

~

« 

_

 .

~

..

_

^

21

22

23

61

24

62

63

65

79 

80 

81

82

83

106

107

108 

109

117

118

155 

156

157 

158

173

Date

Of

Saiiple

19U

Apr. 6 

13

17

24

May 1

11

18

25 

Jane 1

8

15

22

29

July 3 

10

17

27 

31

tag. 3

8 

17

24

31

Sept. 8

14

21

28

19

26

H T. 4

11

18

25

D e. 4

9

16

23

19T2

Jan. 2 

6 

13

20

27

I *. 3

10

19 

26

liar. 4

11

18 

25

Apr. 1 

8

15

Ho. of

Sarplee

1

1

1

1

1

1

1

1 

1

1

1

1 

1

1 

1

1

1

1

1

1 

1

1

1 

1

1

1

1 

1 

1

1

1 

1

1

1

1

1

1

1

1

1 

1 

1

1

1

1

1

1 

1

1

1

1 

1

1 

1

1

Di»- 

oharge

C.f.B.

1,260 

1,130

1.880

1.050

964

638

518

959

1.410

1,360

1.052

1.423

968

2,220 

1,099

857

1.330

1.480

4,429

1.320 

1,040

1,440

1,060 

967 963

533

302

251

1,040 

275

375

218

281

230

192

192

256

170

173 

157

l5j5 ii5

118

529

328

430

601

537 

637

874 

1,042

1.030

Conductance 

Kzlo5

123 

138

128

135

139

171

128

138

H5

123

135

123

142

106 139

148

121 

121

92

128

129

126 

134

125

127 160 160

188

186

164

189

190

223

2l5

177

212 

214 

214

219

243

225

139

174 

145

141

135 136

137

126 

125

125

IDS. 

Ions 

per 

acre 

foot

1.12 

1.25

1.15

l.*5

1.32

1.56

1.20

1.33 

1.09

1.28

1.11

1.10 

1.24

.91

1.24

1.3*

1.16 

1.07

.78

1.25 

1.25

1.18

1.18 

1.26

1.20

1.19

1.50 

1.56

1.75

1.92

1.26

1.94

1.60

1.86

1.7*

1.81

2.06

1.96

1.68

1.9* 

1.90 

1.97

2.02

2.18

1 £6

1.62

1.40

1.26

1.23 

1.27

1.16 

1.15

1.15

Boron

Pp«fl

-

~

__

~~

~~

 _

~

__

T . .

 

_

_

-

_

 -

__

pH.

-

__

~ 

_

._

~

._

__

~

_

_-

_

~

~

~

~

.» 

~

__

Percent 

Sodi51 

59

6l

54

61

52

59 

51

57

49

50

55

50

6l

P

5s

149

50

54

56

72

72

60 

69

63

59

56

52

60

61

59

866

65

63

55

58

55

53 

53

53

Percent 

Chlo 

ride

27 

28

31

40

41

36

32

29

33

19

27 

28

21 

28

29

28

24

27

35 

23

29

28

30

25

30

33 

35

*3

30

42

35

53

39

395i

39

38

42

42

*5

44

39

J57

41

31536

32

32

31

29

28

Hill

Calcium

(Ca)

5.40 

4.80

4.80

4.80

5.55

6.00

5.55

5.40

5.25

5.55

5)25 

4.80

4.50 

4.80

4.80

4.65 

5.10

5.05

4.65 

6.00

5.55 £3

5.95

*.95

6.00 

6.75 

4.80

4.70

4.40 

5.60

5.30

6.30

6.00

6.60

6.90

6.30

5-30

6.60 he6.00

6.50

6.30

5.30

5.40

5.90 5.30

4^40

4.40

4.50

4.70

Hagneeium

(Kg)

1.07 

1.56

1.56

1.56

1.23

1.48

1.23

1.23

1.48

2.14

1.56

1.23

1.48

1.23 

1.81

1.56

SB1.23

1.48 

1.48

1.48

1.48 

1.48

1.23

1.23

2.22 

2.22

1.40

1.70

1.40 

1.80

1.80

3.20

2.60

3.50

3.50

2.70

2.20

2.80 

2.20 

2.40

1.90

2.40

2.80

1.90

2.40 

2.20

1.70

1.70

2.60 

2.70

2.70 

2.70

1.90

mm i

Sodium

(Ha)*

6.76 

9.08

7.82

9.96

8.05

11.58

7.47

9.50 

6.93

6.90

6,15

6.58 

7.84

5.63 

S.65

9.94

7.73 

7.62

4.83

8.45 

7.11

6.71

6.92 

8.65

8.35

8.03

9.93 

10.46

15.80

16.80

8.70

16.40 12.30

13.60

11.10

10.70

14.20

13.70

11.70

13.60 

15.40 

15.30

15.40

16.50

15.30

7.90

11.60 

8.60

9.6o

8.50

7.90

8.00

7.20

6.60

7.50

auivalent

Carbonate & bicarbonate 

JjOjtHOO,)

1$

3.55

3.93

3.15

3.93

3.15

3.15 

3.55

3.93

3.9J

3.'l 

3.93

5.33

3.93 

3.55

3.15

3.15

5.72

3.93

3.55 

5.33

3.93 3.s5

5.72 

5.90 

5.60

5.80

4.00 

5.60

5.60

5.20

£.40

5.20

5.60

4.80

4.40

5.60 

5.80 

5.20

5.80

6.00

5.60

4.00

4.40 

4.40

4.80

3.60

4.00

3.60

3.60 

3.60

4.00

ner ]

Sulphate

6.14 

6.66

6.30

8.05

5.77

7.24

5.97

7.85 

6.18

5«79

6.36

5.97 

6.64

5.*5 

6.99

7.25

6.24 

7.28

4.20

a5.87

6.47 

6.47

6.66

6.3*

7.52 

6.83

8.00

8.40

6.10 

8.20

7.00

7.90

7.70

7.60

9.00

9.10

7.60

7.80 

8.10

7.90

8.10

8.20

9.20

7.10

7.00 6.50

6.60

6.30

6.20

6.70

6.30

6.20

6.10

iter

Chloride

(01)

fcP

4.34

4.34

5.91

7.89

5.13

5.13 

3.9U

5.87

2.37

3.55

2! 37

4.3*

4.73

3.9U 

3.38

2.76

5.13 

3.38

3.9*

|.94

3.94

5.33

5.91 

6.70

8.40

10.00

4.40 

10.00

6.80

10.00

7.60

8.00

10.00

8.80

7.20

9.60 

9.60 

10.00

10.40

11.20

9.60

4.00

8.00 

4.80

5.20

5.60

4. SO 

4.80

4.40 

4.00

4.00

Hltrate

(HO,)

-

~

__

~~

__

__

"~

__

~

_

_

~

~

 

~

~~

~~

~ 

82343 O 38 3 ( 31)
fha Elo Oraada at XI Paso, Texas 

- 3-

Laboratory 

Ho.

17!*

175

197

198

199 

200

201

255

256

257 

258

259

260

261 263

304

305

320

321

322

324

31*6

3*7

348

377 

378 

379

380

381

382

9

395

396

427 

486

1*87

488

489

1*90

491

492

493 491*

531

%5

532

533

Date 

of 

Sanrple

13T2

Apr. 22

* 29

Mar 6

8 13

 20 

' 27

June 3 

8 10

I 1?

J»ljr 6

" 13

 22

 29

A0£« 5

" 19

 26

Sept. 2 

* 2

 16

» a 

" 30 

Oct. 7

" 11*

 a

 28 

HOT. 1*

" 11 

" 19

" 25

Dee. 2

" 9

 > 16 

' 23 

" 30

1913

Jan. 6

" 13 

" 20

Feb. 6

 13

» 20

" 2J

Mar. 6

" 13

» 20

 27

Apr. 1

 7

« 10

" 17

Ho.of

Samplee

1

1

1

1

1 

1

1 

1

1

1 

1

1

1

1

1

1

1

1

1

1

1 

1 

1

1

1

1 

1 

1 

1

1

1

1

1 

1 

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

Discharge 

o.f.e.

973

980

829

1.191

1.035 

1,064

1,240 

1,036

1.266

^

1.535

1.152

1.376

1.179

1,411

1.305

1.425 

927

1.136

1,039 

1,422

66 "5

394

625

331

15*3

362

208

480

263

230

19* 

156

152

562

262

60*

484

54!*

I,67

840

1,036

1.098

1.435

1,299

1.089

Conduct 

anee

«25eC

12*

132

13*

127

129

130

130

129

130

112

1*5 115

121

121

121

112

11*

112 

123

112

116 

119

141 177

140

166 

198 171

188

15*

201

H*2

198

201

216 

220

220 

110

100

1*2

105

129

123

106

10*

103

110

105

110

113

IDS. 

Tons 

per 

acre 

fsot

1.15

1.16

1.2*

1.03

1.15 

1.16

1.15 

1.16

1.18

1.01 

1.20

1.03

1.09

1.06

1.08

1.00

1.05

1.09 

1.17

1.0*

1.10 

1.07 

1.26

1.67

1.28

1.5* 

1.81 

1.51 1.67

1.41

1.82

1.27

1^37 

1.71

1.7*

1.87 

1.9*

2.11 

1.12 1 *27

197

1.3*

1.26

1.02

1.03

.97

1.08

1.03

1.0* 1.13

Boron 

Pp»

_

^ ^

_

-_

-

 

 

-

-

_

~

_

_

. 

_

pH.

__

_^

_

_

 .

__

__

-

 

 - .

-

-

_

~

_

__

_

~

-_

Feroant 

Sodi53

51

53

51

11

50

38

*9

50

6557

8

^7

48

50 

53

59

57

63

59 

56 

58

57

53

51 

52 

60

62

61 

6*

59 

57

69

52

59

57

52

50

48

48

1*7

46

*9

Pereeat 

Ohioride

28

32

30

32

33 

31

33

2926

29

30

27

27

29

29

32

3231 30

31

2830 31

35

32

37 

39 

37 

21

38

40

36

39

36 

39

41

40 

42

*3 

29

**

3*

38

32

32

3230

2*

29

29

Hill

Calel- 

(Ca)

4.80

4.80

5.10

4.50

4.80 

4.80

4.80 

*.70

*.70

3.90 

5.*o

5.10

5.40

4.50

*.50 3.15

3.75

4.05 

*.65

*.65

i*.65 

*.65 

5.10

5.25

4.65

a6.00 

6.30

5.70

6.45

5.10

6.45

2:5

6.30

6.30 

6.30

6.% 

4.05

3-*5

3.30

I* 75

*!(>5

4.20

*.05

4.05

4.35

*.50

*.35

5.10

Uagn*-

liUB

(Kg)

1.90

2.00

1.80

1.70

1.70 

1.80

1.80 

2.30

2.30

1.70 

2.40

2.30

1.30

1.70

1.50

1.28

1.66

1.92 

2.30

2.05

2.05 

2.05 

2.18

2.68

1.92

1.79

2.18 

1.92 

2.18

1.5*

2.56

1.5*

1.92 

1.79

1.92

2.18

2.56 

1.92

2.30 

1.79

1.79

1.5*

1.79

2.10

2.30

1.79

2.18

2.18

2.*3

2.*3

2.1*3

2.05

Sodium

(Ha)*

7.50

7.10

7.90

6.50

6)40

6.80 

6.80

6.90

5.60 

6.80

4.60 6.50 6.30 6.50

8.18

7.25

6.89

6.45

6.03

6.10 

6.60 

8.26

11.48

8.88

11.39 

12.51

10.00 11.67 8.50

11.78

7.62

8.58 

8.23 

12.68

13.81

13.77 

14.84

12.46

7.84*

7.23

10.67

6.06

9.33

8.55

6.56

6.27

5.76

6.33

6.19

5-77

6.86

lonlvalanti

Carbonate ft bicarbonate

4.40

4.00

3.20

3.20

3.20 

3.20

3.20 

4.00

4.40

2.40 

3.60

3.20

3.60

3.20

3.60

3.60

3.20

3.20

3.60

3.20

3.fo 

3.60 

4.80

5.20

4.20

*.20 

4.60 

4.00 

*.20

3.20

4.00

2.80

3.20 

3.80 

5.00

5.00

5.20 

4.80

3.20 

4.00

3.60

u.oo 3.60

4.00

4.80

3.66

3.60

3.20

4.00

5.20

4.00

6.00

Sulphate

5.80

5.50

7.20

5-50

5.90 

5.80

5.80 

5.80

5.90

5.60 

6.60

5.60

6.00

5.70

5.30

5.01

5.*6

5.66

5*53

5! 70 

5.9*

7.W

6.25

7^32

6.54

8.39

6.26

7.15 

6.32 

7.«5

8.09 8.43 8.71

8.81 

4.88

*.*7

*.71 *.oo

5.68

5.30

*.95

*.90

5.19

5.U

4.72

*.95

4.01

iter

Chloride

(01)

4.00

4.40

4.40

4.00

*.*0 

4.00

4.4o 

*.oo

3.60

3.20 

4.40

3.20

3.60

3.60

3.60

4.00

4.00

4.00 

4.00

4.00

3.60 

4.00 

4.80

6.80

5.00

6.80 

8.20 

6.60 

*.20

6.00

8.40

5.20

6.60

5.60

8.20

9.20

9.00 

9.60

9.20 

4.00

4.40

6.80

4.00

6.00

4.80

4.00

4. 00

3.60

u.oo

3.20

3.60

4.00

Hltrate

__

~

_

~

~~

-

 

 

~

-

-_

_

_

~

(32)
Tte Bio Grande at 21 Paso, Texas

-4 -

laboratory 

No.

53^

5*7

5*9

590

591

74*3

74«4 

7602 

7603 

7604

7605 

7606

7607

760*

7609

7655

7760

776i 

7762

7*27

7*2* 7*29 7920 7921 7922

8002

«oo3 

«oo4

S192

§5

S462

em

9153

9201 9305 9447

9535

9603 

9624

9799

9*04 

10000

Date 

of 

Sample

1933

May 1

" S

" 15 

" 22

" 29

June 5

" 12

: 11

July 3 

» 10

" 1*

" 20

" 24

Aug. 2 

" 5

: 5

" 21 

" 2*

Sept. 6

" 11 

" 1*

« 25

Oct. 2

: ,2 " 16 " 23 » 30

NOT. 

Dec.

1934

Jan.. 

Feb.

March 

April 

May 

June 

July

August

Sept. 

Oct.

NOT. 

Dec.

Jan. 

Feb.

March 

April 

May

No. of 

Samples

4 

4

I

VJl -F-PVJ1 -F

&

4

5

4

4

4

2

Discharge 

c.f.s.

10*0

ila*

1,242

1,06*

1.259

1.530 

971 

1,210

1.177

1,301 

4,8*0

1,292

1.5*3

1,096 

4,100

4,«23

1,273 

1,300

1.552

2,220

1,174

1.352 

1,105

1,044

«19 

470 295 632

2*3

37* 

373

201 

654

7*2

1,007 

1,074 

1,130 

1,342

i,333

3461

1*4 

161

2?

s4o 

«97

Conductance 

KiloS 

025*0

ug

127

U2 

112

«

H5

112

io4

120 

121

117

tt.7

10*

113 125 P'l

ill 115

114 

94.6

122

U4 

116

119

126

134

190 

204

173 

175

206 

125

12*

126

137

1*7

219

221

224 

203

170

13? 

134

TDS. 

Tons 

per 

acre 

foot

1.13

1.12

 9f 

1.06

bi

1.11

1.05

1.00 

1.16 

1.23 

1.20

1.10 

.96

1.03

.9*

1.13 

.69

 77

1.01

1.04

i.o4

i.'i5

1.35

1-53

1.74 

1-33

1.62

1.96

1.22

1.26 

1.19

1.23

l.lb 

l.W

1.14

1.25 

1.6*

1.9* 

1.9*

2.02 

1.92

1.60 

1.24 

1.26

Boron

okei

-"

_

~

.20

.21 

.1*

.20 

.1* 

 19 

.4*

 23

.1* .30

.2* 

 31

.30 

.30

.24 

 25

pE.

__

in t

~

_

_.

::

_

_

"

7-7

«.2

7-9 

S.i

?'& 

7-7

7.7

7*9 

7.9

7«7

7.8.

7-9

7-s

Percent 

Sodium

65

51

51

53

ransi'

51

44

11 

^

50

4*

55 50

50

49

47

52

51

55 

57

59 51

55 50 

50 

4* 

50

51

51 

56

59 

59

59 

57

$ 52 

51

Percent 

Chloride

32

30

30

32

30 

22 

2*

27 

23

29

2*

30 

23

29

2* 

26

29

2*

2*

2* 

30

3*i*1

35 

36

I

29 

3329

27

i

4o

2*29

mlligram equivalents per liter

Calcium

(Oa)

3-^5

4.50

4.20 

4.50

4.50

4.05

4.05

4.43 

5-55 4/3*

4.45 

3.90

4.17

*.35

4.60 3.1*

3-53

1%

4.50 

3.73

4.63

4.37 

4.45

4.67

4.83 

5.02

6.20

5-13 

6.22

5 .«4

5.94

6.46 

4.77

4.72 

4.90 

4.77 

5.20 

4.74

4.62

5.12 

6.11

6.49 

6.5*

6.55

4^6

Magnesium

(Mg)

1.41

1.92

1.54 

1.54

1.66

2-37

2.12

>f 

1.47

1.04

1.22

1.54

1-37 

.81

 79

li

2.07 1.96

1.94 i'f

2.19 2.59

1.63

2.26

2.45 

2.0*

2.59 

1.67

lifii 

1.70

1.64

2.23

2.72 

2-73

2^9 

2.96

2.03 

1.90 

1.92

Sodium

(Na)»

«.99

6.71

6.06

6.75

6,52

5.07

4.69 

6.90 

6.06 

6.79

6.27

4.6*

5.50

5-*9

7.22

4.09

MI 5.64 

6.00

£;2

6.62

5^3

6.76

6.92 7.26

U.4o 

7 .*i

12.89

9.66 

9.64

13.05 

6.66

7.«6 

7.09 

6.47 

6.45 

6.51

6.50

7.20 

10.52

13.35 

13.57

13.*! 

12.17

io.i4 

7.22 

7.01

Carbonate & bicarbonate 

(COj+HCO^)

4.00

4.00

3.20 

3.60

3.60

3.4o

3.30

3-*5 

4.05 

3.70

3.70

3.4o

3-25

3-75 3.05

2.70

3)40

3-35 3-15

3.60

3-55 3.50

I'75

4.00

4.90 

4.10 

5-35

4.75 

4.70

5.4o 

3.W

3.5* 

3.42 

3.36 

3-29

3.34

3-59 4.3*

5.02 

4.«7

4.«2

4'l* 

3*5* 

3.69

Sulphate

(SO^)

5.45

5-13

5.00 

4.79

5.0*

4.SO

4.73 

4.«2

6.17

5-12

3-91

4.32

5.00

5.45 

3-15

5-36

5.33

4.00

5-«5

5-'3&

5.50

5-77 5.94

7-55 6.06 

«.l4

7.25

«.29 

6.02 6.31 6.26

6.01 

5-39 5-95

6.03

6.47 

7.S6

1%

9.o4 

s.57

J'P 

&.«9

6.23

Chloride

(Cl)

4.4o

4.oo

3.60 

4.4o

4.oo

3.27

2.79 

3.«5 

2-93 

3.56

3-37

2.26

3-17

3-13

3-99 1.**

2.50

3-32 

3.32

3-32 

2.45

3.*!

3.24 

3-3*

3-52

3.S6 

4.2*

7.62 

4.52

«.33

6.36 

6.65

5:S

3-97

3.S2

3-75 4.36 

3.«4

3.54

4.0* 

6.92

«.7*

9.31

9.24 

*.oo

6.0* 

3.96 

3-97

Nitrate

.02

.04

_

.04

.05 

.04

tr

.01 

.01

.05

.01 

.01

0

.03

0

.02 

tr

tr

tr

.04 

tr

.04 

tr 

.02

.01

.01 

.01

.01 

.01

.01 

.50

.02

.04

tr

(33)
The Rio Grand e at £1 Paso, Texas

Laboratory 

No.

10045 

10126

10234 

10317

10430

10434

10510

10553 

10607

10680 

10*19

10830 

10893 

10921 

11007 11054 11129

11198

11217

Date 

of 

Sample

June 

July

August 

Sept.

Oct.

Nov.

Dec.

19^6

Jan. 

Feb.

March 

April

May 

June 

July 

August

Sept.

Oct.

MCT. 

Dec.

No. of 

Samples

5

2

I

4

I

4

I 

4

ii

1

Discharge 

c.f.s.

974 

1.139

3,926 

829

271

192

190

206

512 

907

1,135 

1,155 

1,221

2W 

218

Conductance 

Ksio5

134 

131

99.4 

127

177

202

191

184

136 

130

127 123

120 

110

128

1*3

200 

187

TDS. 

Tons 

per 

acre 

foot

1.25 

1.19

.90 

1-17

1.5*

1.81

1.71

1.92 

1.68

1.33 

1.16

1.16 

1.03 

1.11

1.11

1.52

1.79 

1.72

Boron

.26 

.20

.20

.22

.26

 36

 19 

.19

.21 

.26

.17 

.18

.14

.27

PH.

7.6 

8.2

7.8 

7-9

8.2

8.0

7-9

8 a

7-7 

7.6

8.0

7.9 

7.6

8*1

7.6

7-9 

7.8

Percent 

Sodi52 

52

48 

50

56

56

59 

5552

48

51

57

57 

55

Percent 

Chloride

27 

27

25

36

373*

1

3° 

27

2825 27 27

33

1

Milligram eg

Calcium

(Ca)

4^73

5.31

6.34

6.10

6.49 

6.60

5.01 

f.93 4.85

4 82

6.24

6.35

Magnesium

(Mg)

1.9* 

1.79

1-3*

2*33TT

2.53

2-5* 

2.14

1.66

1*73 

1.47

1.54

1.62

2.00

2.39 

2.60

Sodium

(Na)»

7.00 

&.?!

5.77

6.4i

10.33

12.21

11.16

13.1* 

10.55

7.09 

6.70

6.19

6.o£ 

6.05 

5.7?

6.69

10.69

11.67 

11.05

uivalents per liter

Carbonate & bicarbonate 

(COj+HCO^)

3.69 

3.57

! *4«73

4.73

4.93** 

4.43**

3.5* 

3.3* 3-33**

3*? 

3)26

3.66-

4.50

U.73** 

1*.70

Sulphate

(SO^)

6.68

6.|i

5 !|6

8.36

7.45

7*96

6.18 6.51

6.03 5*63

5.42

?!&o

8.33 

8.26

Chloride

(Cl)

3.7* 

3-73

0.63

7.82

7.42

8.65 

6^5

4.09 

3.52

3.56

3.05 

3.2? 

3.15

6!82

7-71* 

7.22

Nitrate

(NO,)

.01 

.02

.04

.02

.01

.01

0

tr 

.07

.05 

.05

.07 

.07 

.05 

.07

.02

.03

.02 

.05

rtonate (CO?)
EIO GRASDS AT FABJMS, TBXAS 

Total Dissolved Solids, June 1918 to January 1930.

The samples were taken from Tornillo Canal where it diverts from the Rio 

Orande in the SE1/1* sec. U, T.lUs., H.gE., H.M.F.M. The discharges reported include the flow into Tornillo Canal and the flow of the river as 

measured at Tornillo Gaging Station, located at the highway bridge, 2 

miles west of Tornillo, Texas, in HE1/U sec. 26, T.3US., R.SE.. where 

the zero of the gage is 3,578.63 feet above sea level. Samples and 

analyses 1>y United States Bureau of Reclamation.

Date

igis

June 21

1919

Oct. 1

Dec. 1*

1920

Jan. 19

Teb. 3

10

Mar. 8

17

2U

29

Apr. 6 

20

May 11

1°

July 28

HOT. 2

9

2l|

2>t

1921

Jan. 20

Feb. 12

18

Mar. 25

Apr. 8

27

May 27

June 2U

July 23

26 

29

Diecharge

CFS

1*30

1*90

108

185

10796

155

257

292

502

225 

1*20

350 1*50

770

1?0

1*00

340 "^40

340

133

35

570

6)0

350

TOO

**75

1*62

685

1005 

1527

Total dissolved 

solids, tons 

Tier acre foot.

4.3U

l.Ql*

2.82

1.77

2.00

1.27

1.50

1.15

1.53

.99

iiuu

i.ui 1.03

1.1*5

.87

.87

1.20

1.25

1.22

2.65

2.57

1.03

1.01

1.36

1.88

1.30

1.36

1.71

-87 

1.03

Date

1921

Aug. 26

Sept. 22

26

26

30

Dec. 2

1922 

Mar. 2l*

17

17

July 5

5

Aug. 3

3

Oct. 17

17

1923

Jan. 20

Feb. 10

10

Mar. 17

17

June 1

1

Sept. 7

192U

Teb. 12

16

23

29

Mar. 7

15

21

28

Apr. I*

12

IS

26

Discharge 

CFS

1134

161*0

1500

1500

ll*20

950

650

700

700

1230 1230

1160

1129

863

863

1^2

330

330

398

398

1*30

1*30

1*00

7?0

750

725

750

600

550 51*0

260

1+50

6?0

71*0

(.

Total dissolved 

solids, tons 

t>er acre foot.

 90

.82

.81*

.87

.92

.9?

.03

.17

.36

 25

.17

.25

.25

1.36

l.Ul*

2. U5

1.28

1.69

l.Ul

1.25

l.Ul

1.50

1.63

1.36

1.09

1.22

.95

1.22

1.09

1.63

1.63

1.09

1.22 

1.16

.82

55)

Date

192U

May 10

1925

Feb. 7

8

9

10

11

12

s15

16

17

18

19

20

21

22

^

25

26

27

Mar. 1

2

I

5

12

1^

if*

15

16

17

18

19

20

a

22

23

2U

2526

27

28

29

30

31

Discharge 

CFS

200

33°

315

350

375

500

407

U20 

385

350

315

312

287

325

397

r35

415 w,

U29

295

235

320

355

306

270

395

U58

U55

U58

505

510

322

340 363

392

UU8

485

309

272

120

70

101

270

405

Total dissolved 

solids, tons 

 ner acre foot.

1.36

.50

 36

.77

.50

.36

.63

.50 

.50

.22

.50

 50

 I1

.63

.22

.36

.63

 77 

.09

.09

 50

.63

.50

.36

.09

'.50

 77

.50

 77

.63

.36

.36

.82

.68

.09

.36

.36

.36

.36

.09

 31

.31

^31

.18 .36
- 2 -

RIO CBANDE AT FAESHS, TEXAS

Date

1925

Apr. 1

I

Ib

7

8

9

10

11

is

19 

20

21

22

23

25 

26

27

29

May 1

2

3

&

I0

7

8

9

10

11

12

13lit

151617

18

19

20

21

22

23 

29

June 2

3

1+

6

7

B

9

10

11

12

lU

15

16

17

18

Discharge 

OPS

Si

500

US5

1+65

i+9U

501+

U20

390

3«5

390

285

370

373

503

510

570

490 

570

63H

590

596

5?3 51+0

602

562

505

515

511

525 

525

520

502

1+27

320

285

305

290

295

355

310

150

130

110 

750

973 

755

690

1+95 

360

165

335

365

160

80

105

1+55

370

365

515

535

Total dissolved 

solids, tons 

t>er acre foot.

'S

.22

.50

.36

 50

.36

.36

.50

.36 F

:.63

;|j

.50 .36 .36 .50 .50 .36 .50

.50

:§.50

.77

163

.63

.50 

.36

.50

.63

 77

.90

.63

.63

.63

.63

.86

.72

.99

 99

i .W

.50

 50

.22 '.'y>

.^6

.50

 50

: .27

'. .^7

 -7

.63

.50

.90

.50

 50

Date

1925

June 19 

20

21

22

23

2H

2526

27

29

30

July 1

5

6

7

8 

9

9

10

11

12

13

17

18

19

20

21

22

11

25

2931

Aug. 1

2

I

5

6

8

9

10 

11

12

S1516 17

18

19

21

22

23

S<rot.21

22

23

2U

25

Discharge 

CFS

l+8 5 

665

775

815

7>+5

715

805

770

770

570

1+35

290 

1+00

61+0

710

1+30

600 

1+35

*35

555

560

721

6^0

375

SO

190

290

280

281+

2l+0 

2faO

1+60

730

775

ll+OO

161+0

1800

1+750

3250

1770

1670

1690

1760 

1800

I860

1680 

970

700

620 

510

$30

1+80

630

660

830

335

1+90

500

1+70

375

Total dissolved 

solids, tons 

ter acre foot.

1.63 

1.63

1.36

1.63

1.50

1.50

1.50

1.50

2.72

3-13

3-13

£52.31 2.58

2.31

2.31 

2.31

2.1+5

1.90

2.58

2.&5

2.31

3-13

2.86

2.99

2.99

3.1+0

2.1+5

3-27 

3.1+0

1.50

1.50

1.63

1.50

1.50

1.50

1.50

1.36

1.36

1.50

1.50

1.77 

1.63

1.63

1.63 

1.63

1.63

1.50 

1.63

1.63

1.50

1-77

1-77

1.90

1.90

1.90

1.90

1.77

1.90

Date

1925

Ser>t.26 

27

28

29

30

Oct. 1

2

3

1+

I b

7 

8

9

10

11

12 

13

11+

15

16

17

18

19

20

21

22

25

27

29 

31

Nov. 1

3

5

6

8

10

11

12

13

11+

15

16 

17

18

19 

20

21

22 

21+

28

Dsc. 17

18

2*+

Discharge 

OPS

355 

385

535

1+05

300

1+80

1+02 !*75

1+80

366

35*

317 

285

2w

217

302 

292

256

372

2l+9

21T 217 237

361+

249

259

251+

265

256 

230

H7

22U

253 sUo

169

176

170

170

161+

152

151

195 

237

187

222 

ll+O

190

215 

188

15U

150

11+5

123

Total dissolved 

solids, tons 

per acre foot.

1.63

1.90

1.63

1.63

1.90

1.63

1.63

1.36

1-77

1-77

2.01+

1.90 

2.18

2.31

2.31

2.1+5

2if+5

2.18

2.1+5

2.72

1.90

1.77

1.77

1.90

1.90

1.90

2.0U

2.01+

1.90 

2.18

2.58

2.18

2.0U

2.01+

1-77

2.1+5

2.1+5

2.1+5

2.72

2.58 2.72

2.58 

2.58

2.58

2.99 

2.72

2.58

2.01+ 

2.0U

2.01+

2.S6

2.1+5

2-31

(36)
- 3-

RIO GRANDE AT FABIWS, TEXAS'

Dat»

1926

Jan. 7

26

liar. 21

25

26

28

29

30

31

Apr. 1 

*

9

10

13

23

2*

?6

May 1

2

*

5

7

9 

9

10

11

13

1*

15

17

IS

19 

20

22

23 

25 

2S 

29

y<

31

June 1

2

3

5

7 

8 

9

9

12

S 

317

lg12g

Discharge 

OTS

25*

150

288

293

510

775

896

779

644

349

to

568

777

489

278

*30

926

810

871

755 855 

609

597

525

2*2

236

135

333

341

1S6 

201

228

945 lao

1320 

1*50 1590

1570

10SO

875

875

950 

855 

670 

670

5*5

7*0 

700 

527 

331 

339 

393 

402 

715

Total dissolved 

solids, tons 

uer acre foot.

2.04

2.45

1.36

1.50

1.63

1.50

1.22

1.70

1.63

1.77 

2.04

1.50

1.50

1.22

1.63

1.90

1-77

1.77

1.63

l.3f

l.3f

l.3f

1.36

1.63

1.63

1.63

2.45

2.18

2.58

2.45

2.04

2.72 

2.72

2.18

2. IS 

1.63 

1.50 

1.36 

1.50 

1.36

1.36

1.50

1.22

1.50

1.36 

1.50 

1.50 

2.04

1.77

1.63 

1.36 

1.90 

1.63 

1.90 

2.04 

1.90 

1.90 1.63

Date

1926

July 1

2

I

5

6

7

g

9

10

12

S

16

17

IS

23

24

25

26

29

31

Aug. 1

2

I

5

7

S

9

10

11

12

S

15

16 

17 

lg 

19 

22

2&

26

2g

29

30 

31

Sept.l

2

I

I 

7 

S 

9 

10 

11

Discharge 

OPS

492

*36

*63

650

890

850

61*

5*5

8*0

765

1132

1SOO 2165

2355

1685

1310

291

1*8

575

915

1*15

722

325

286

235

140

93

228

320

329

28*

256

28S

306 

480

1360

1090 

705

310 

359

523 

480

*22

31S

295

300 313 

232

210

ag 

3a

416 

407 

*25 

*50 525 703 1055

Total dissolved 

solids, tone 

uer acre foot.

1.50

1.90

1.63

 |3

.63

.36

.36

.36

.36

.22

.22

.22 

.22

.36

.63

.77

 58

.72

.IS

.50

.36

1.63

1.90

2.04

1.90 

1.50

3.26

2.31

1.90

2.04

1.90

1.77

2.*5

2.*5 

2.18

1-77

1.50 

1.50 

1.36 

1.50 

1.63 

1.90

2.1S

2.45

1.63

1.63

2.45

2.45 

2.04

3.40

2-72

2.72 

2. IS 

2.58 

.63 

.63 

.90 

.63 .63

.63

Date

1926

Sept. 12

13

1*

15

16

17

18

19

20

21

22

23 

25

26

27

2S

29

30

Oct. 1

28

29

Kov. 1

2

I

5

1927

r»b. 2527

liar. 2

*

6

g 

10 

12 

1* 

16 

20

22 

24

26

2S

30

Apr. 1 

3 

5

7

9 11 

13 

15 

17 

19 

a 

23 

25

27

29

Discharge 

OF?

1235

1230

1075

g70

690

*93

*32

*gl

*77

*3S

352

350 

2SO

415

10*0

1640

1787

1570

1112

244

309

378

505

4gg

*50

195

168

300 

187

308

5*0 

*90 

635 

720 269 192

281 

262

254

245

9390

335

182 

172 

*29 

6*7 

900 

550 

407 

3*0 

5*0

297

260

Total dissolved 

solids, tons 

*>er aare foot.

1.50

1.50

1.36

2.0*

1.63

1.36

1.77

1.63

1.63

1.36

1.63

2. IS 

2. IS

1.77

1.50

1.63

1.63

1.36

1.36

2.58

2.31

2.04

1.90

1.63 

1-77

1.63

2.5g

2.31

2.0* 

2.18

2.72

1.50 

1.50 

2.1S 

1.90 

2.31 

1.90

1.77 

1.90

2.04

1.90

2.04

1.77 

1.50 

2.04

1.77

2.18 

2.58 

1.90 

1.50 

1.50 

1.50 

2.04 

1.50 

1.63

2.18

2.45

(37)
- 4-

RIO QBANBI AT FJtHBHS, TEXAS

Date

1927

May 1

3

5

7

9

11 

19

21

2325

31

June 2

4

6

8

10

12

14

15

16

13

21

22

26

28

30

July 2

4

6

S

10

12

14

IS

20

22

26

28

30

Aug. 1

5

7

9

13

15

17

19

21

23

25

27

29

31

Sept. 2

O

1011 -

Discharge

OFS

529

739

542

567

780

8366

£55 507

285

428

550

532

460

725

^60

900

sso

838

652

555

602

453

390

432

338

217

285

675

605

360

^4o

295

1330

1980

2050

2040

865

1388 905

736

864

982

1235

1910

1700

1325

679

471

690

645

1195

1203

Total dissolved 

solids, tone

2.18

1.77

1.63

1.77

1.50

1.77 

1.90

2-31

1.77 

1.63

1.63

1.90

1.90

1.50

1.09

1.50

1.90

1.36

1.63

1.09

1.50

1.90

1.63

1.63

1.63

1.77

1.90

1.77

2.18

2.45

2.99

1.50

1.50

1.77

1.90

2.31

1.09

1.09

1.36

1.22

1.50

1.09

1.22

1.90

1.36

1.36

1.36

1.63

1.09

1.63

1.22

1.22

1.77

1.36

1.36

1.09

1.77

Date

1927

Sept. 12

14

IS

20

22

24 

26

30

Oct. 4

6

8

10

11

14

28

30

HOT. 4

 17

19

21

23

25

1928

Jan. 19

22

24

26

Feb. 3

5

7

9

11

13

15

17

19

21

25

Mar. 2

4

6

8

10

12

14

16

17

21

23

27

29

31

Discharge

CFS

1128

1300

1660

1555

1033

756 

733

506

352

282

302

1*35

546

658

215

225

662

252

731

557

400

296

248

231

175

85

125

182

195

309

255

381

434

446

438

364

331*

333 3&S

3^7

252

232

225

210

322

438

394

163

202

292

Total die solved 

solids, tone 

tar acre foot.

1.36

1.36

1.50

2.58

4.22

2.86 

1.77

1.77

1.90

1.63

1.90

1.90

1.22

2.72

2.18

2.31

1.36

2.S6

2.S6

1.90

1.50

1.90

1.63

1.90

2.04

2.31

2.18

2.04

1.90

1.61

1.63

1.63

1.63

1.50

1.63

1.90

1.77

1.90

1.77

1-77

1.63

1.77

2.04

2.04

2.04

1.36

1.50

1.50

?.04

2. 0>t

1.90

1

Date

1928

Apr. 2

4

6

8

10

12

14

16

18 

20

22

24

26

28

30

May 4

6

8

10

12

14

16

18

20

?4

26

28

30

June 1

3

5

7

11

H

15

17

19

21

23

25

27

29

July 1

3

5

7

9

11

13

15

17

19

21

23

?5

27

29

31

Discharge 

CFS

312

551

828

790

1192

792 

857

1018

U05

573

776

512

572

830

1167

1070

700

VI656

940

501

333

37?

257

581

630

524

345

620

304

253

313

535

395

423

600

468

437

625

602

456

435

380

747

334

340

331

395

4o6

336

?97

1286

1026

895

160

584

Total dissolved 

solids, tone

1.90

1.63

1.63

1.63

1.50

1.50 

1.50

1.22

1.50 

1.63

1.63

1.36

1.63

1.50

1.50

1.22

1.50

1.50

1.22

1.22

1.36

1.50

2.31

2.31

2.18

1.50

1.63

2.04

1.88

1.50

1-77

1.77

2.04

2.18

1-77

2.31

1.90

1.63

1.77

2.18

1.77

2.04

2.31

1.90

2.18

1.90

2.58

2.58

1.90

2.18

1.63

2.18

1.63

1.63

1.22

1.36

1.50

1.50

1.63

(38)
- 5-

HIO &RAJOE AI 7ABENS, TEXAS

19 2S

Aug. 2

4

6

S

10

12

14

16

IS

20

22

24

26

28

30 

Sept.l

3

5

7

9

11

13

15 

17

18

20

23

25

27

29

Dot. 1

3

5

7

9

11

13

26

2S

30

Nov. 1

3

5

7

9

ll

13

17

19

21

23

25

27

2°

DlsOFS

473

1550

1512

2562

127!*

1060

1690

1591

1491

858

623

7S1

1101

1272

1431 

1273

1322

635

396

3S7

306

170

194 

7^0

781

697

945

653

981

996

661

480

296

279

338

77>*

U7 6 

311

fl

541

573 J*3H

313

271*

24°

253

262

328

350

396

308

235

235

Total dissolved

 oer acre foot.

1.90

1.36

1.22

1.50

1.36

1.36

1.36

1.22

1.77 1.63

1.50

1.36

1.50

1.36

1.36 

1.90

1.22

1.90 2.31 2.31

2.31

2.45

2.58 

1.22

1.09 1.36

1.22

1.50

1.22

1.22

1.63

2.04

1.77

1.90

1.90

1.90

1.09

1.36 

2.1S

1.90

1.90

1.50

1.36

2.45

2.04

2.31

2.31

2.31

2.01*

1.63

1.63

1.90

1.63

1.90

1.36

1928

Dec. 1

3

5

7

9

ll

13

15

17

19

21

23

25

27

29.

31 1

1929

Jan. 2

6

8

12

16

IS

20

22

24

26

28

30

*eD. ^

7

9

ll

13 

15

17

19

21

23

25

Mar. 1

2

5

7

9

11

13

15

17

19

21

23

25

29

31

Dleoharge

OFS

227

190

19S

20S

310

380 319

29? 194 156

164 166 171

142

156

147

135

135

ill

133

133 

130

122

H5

169

232

224

29U

209

120

142

140

98

US

23!*

262 

166

163

171

160

22S

253

245

2S4

257

342

269

258

237 167

216 276

381

342

350

327

356

Total dissolved

solids, tons 

tier acre foot.

1.90

1.63

2.1*5

1.90

2.18

1.90 1.63 1.90

2.18

2.18

2.S6

2.31

2.1S

2.31

2.86 

2.72

2.72

2.58

2.58

2.1*5

2)45

2.72 2.72

2.45

1-77

1.77

1.63

1.77

2.04

2.31

2.58

2.53

2.58

1.90

2.04

2.18

2.04

2.31

2.04

1.90

1.77

1.90

1.90

1.90

2.31

1.90

2.18

1.77

1.63

1-77

1.50

1.50

1.77

1.50

1.63

Date

1929

Apr. 2

6

S

11

12

14

16

IS

20

22

24

26

28

29

May 1*

S

10

12

ll*

16

18

20

21 

22

24

26

28

30

Jutta 1

3

5

7

8

9

12

13

15

16 

17

19

21

23

27

29

July 1

3

5

7

11

13

15

17

19

21

23

25

27

29

Diecharge

C?S

415

170

300

216

200

362

553

618

482

531

413

1*36

673

792

597

306

238

5jU

643

76^

907 

910

1356

1342

664

411

1*08

277

187

21*7 232 365

273

260

238

383 

1*92

1*98

422

392

378

314

510

353

343

328

769

1332

1242

5S8

357

592

657

1*07

351

787

Total dissolved

sol Ida, tens 

per acre foot.

1.77

2.31

2.18

2.1*5

2 1*5

1.0

1.63

1.63

1.90

1.63

1.63

1.77

1.77

1.90

2.04

2.31

1.90

1.90 1.6.3 1.36

1.36

U22

1.50 1.36

1.90

2.04

1.77 2.31

2.86

2.5S

2.58

1.77 2.31

2.58

2.72

2.S6

1.90

1.77

1.77

1.90

2.0U

2. IS

1.63

1-77

1.90

2.1S

2,04

i.3f

1.36

1.90

2.18

1.77

1.63

1.90

2. IS

1.22

(39)
- 6- 

BIO GRAHDE AT FAKERS, TEXAS.

Date

1929

Aug. ?.

U

6

8

10

12

15

17

18

2^

25

27 

29

31

Sept. 8 

10

12 

lU

16

18

20

22

2U

26

28

Discharge

CfS

1559

1027

723 

66U

121*9

1858

3W1

1901

1067

796

1075

3W

271

369 1198

§1*5

379

365

793 1*30

316

Total dissolved 

solids, tons 

uer acre foot.

.95

1.50

1.50 

1.50

1.22

1.09

.95

1.22

.09

 77

.18

.90

 %

.90 

.OU

.77 

.90

.90

.63

.63

2.0U

1.50

1.90

2.0U

Date

1929

Oct. 1

2

I

I

1

9

11

13

15

17 

19

21

23

NOV. 7

9 

13

16

19

21

29

DlBcbarge 

CFS

231

2lU

197 

207

213

211

271

260

2U6

258

85U 

687

697

359

_

333 

221

293

215

2l|

Total dissolved 

solids, tons 

t>er fffft foot.

2.H5

1.77

2.H5 

1.22

2.72

1.90

2.99

2.1*5

2.58

2.%

2.58

2.18 

1.36

1.77

2.18

2.0U

1.77 

2.18

2.31

2.H5

2.58

2.%

Date

1929

Dec. 5

11

18 

26

28

1930

Jan. 1

10

lU

Diecbarge 

CFS

167

209

156 

295

208

159

1W

lUU

Total dissolved 

solids, tons 

T>er acre foot.

2.72

1.90

2.U5 

2.18

2.U?

2.31

2.18

2.31

(1(0)
. The Bio Grande at fallens, Tex.

The water samples are taken from the Tornillo Canal where it is diverted from the Hio Grande in 

the southeast corner of the torn of Patens, SE1/4, sec A, T.34S., B.SE., H. M. P. M. The total 

passing the sampling station is arrived at by adding together the flow of Tornillo Canal, and 

the flow of the Hio Grande at Tornillo gaging station which is located at the highway 'bridge, 2 

miles west of fornillo, Tei., HE1/4, sec.26, T.34S., H.SE., at 3,578.63 feet above sea level. 

Samples collected by U. S. Bureau of Heclamation; analyses by U. S. Bureau of Plant Industry.

Laboratory 

No.

_

_

~

_

-

__

~

H

__

--

__

_

-

-

-

Date 

of 

Sample

1929

Feb. 4

July 9

Nov. 23

19*0

Jan. 25

" 29

!eb. 2 

" 9 

 19

" 25

Mar. 3

" 9

" 15 

" 21

" 27

Aw. 5 

» 11

" 17 

« 23 

" 29

Uajr 5

" 11

 26

June 3

" 10

July 1

" 7

" 18

" 24

 30

Aug. 2

* 8

" 17

" 26

Sept. 1

" 22

Oct. 1

0 7 

" 13 

" 19

 25 " 31

Ho. of 

Samples

1

1

1

1

1

1 

1 

1

1

1

1

1 

1

1

1 

1

1 

1 

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 

1 

1

1

1 

1 

1

1 

1

Discharge 

c.f.s.

140

3.356

202

128

130

253 

274 267

441

351

150 

1*99

l*6l

339 

337

lP 

5*7

584

172 

66U

577

93*

339

558

493

989

649

320

833

558

599

946

597 

249 

379

391

296 

196

&

Conductance 

ExlO^

263 255

286

279

279

279 

206 

26U

224

187 190

286 

200

185

3

189 

217 

247

281 

192

328 

198

218

185

214

214

205

151

194

264

142

247

190

212

214 

276 

221

216

212

229 

280

TDS. 

Tons 

per 

ecre 

foot

2.40

2.28

2.34

2.60

2.66

2.66 

1.87 

2.44

2.07

1.70

1.88

2.63

1.83

1.82

2.09 

2.11

1.81 

1.85 

2.22

2.53 

1.66

2.91* 

1.83

2.01

1.67

2.01

1.97

1.89

1.41

1.90

2.20

1.25

2.08

1.69

1.97

1.96 

2-57 

2.03

1.90

1.98 

2.18 

2-35

214 2.01 

268 2.50

Ppm| pH.

_

~

_

"

__

_

-

-

-

_

_

~

~

__

~

__

"

~

_

__

::

~

-

_

-

_

_

--

__~

~

-

Percent 

Sodium

62

53

59

Percent

Chloride

52

52

52

63 52

59

8

51

51

46

11DO

42

59

60

53 56 

59

fj

53

57

54

58

57

?

43

57

59

44

55

56

61

64 

60

60

65 

59 

58

63

53

46

*7

1*1

1*5

57 

27

50

%

11 

*7

ft

%

I*7

41

42

1*3

1*5

75

44

52

140

*5

1*9 

52

Mill

Calci- 

(Ca)

7.05

9.00

9.15

8.70

9.15

8.70 

8.70 

10.05

8.70

8.70

6.90

7.80 

7.50

7.05

7.20 

8.40

7.80 

7-50 

7-95

10.35 

7.35

10.50 

7.50

8.40

7-35

7-50

7.80

7.65

7-50

7.35

8.40

6.30

7-95

6.60

7.05

6.60 

8.55 

7.05

1*1* 7.05

48

51 

52

6.00

8.10

8.55

8.55 

7.80

Magne3.71

3.70

3.21

2.47

2.96

3.46 

3.29 

3.79

3-05

2.06

2.22

2.80 

2.80

2.06

2.80 

3.05

2.22 

2.72 

2.72

2.55 

1.98

2.63 

2.1*7

1.73

1.1*0

2.47

2.14

2.47

2.14

1.98

2.39

1.98

3-37

2.14

1.65

2.22 

3-05 

2.22

Laram e

Sodium

(Ka)»

17.19

14.22

17.79

18.95

17.53

17-09 

10.34 

14.23

12.1*0

9.29

12.97

20.55

7.40

13.11

15.19 13.63

11.21 

12.94 

15.43

17.39

10.33

20.92 

11.20

11.45

10-33

13.60

13.25

11.8*.

7.30

12.38

15.45

6.52

13.83

11.19

13-95

15.1*7 

17.29 

16.39

2.14 1 14.06

2.39 

2.47 

3.46

2.22 

2.80

15-39 

15.07 

16.68

8.73

18.22

uivalents Tier liter

Carbonate & bicarbonate 

[OOj HCO^)

4.70

4.72

5.34

5.11

5.11

4.72 

4.72 

5.11

4.72

4.72

4.72

3.15 

7.48

3.5*

3-15 

4.72

5.11 

5.11 

5.11

5.51 

3.54

3-93 

3-93

4.26

3-93

5-51

5-51

*-33

4.72

1^.72

5.51

3.5*

4.72

4.72

*.33

?' 93 

f.33 

4.72

Sul- IGhlophate ride

(SO^JCCI)

8.6?

8.26

9.04

9.24

8.76

8.76 

7.36 

8.76

7-99

7.05

7.51

10.25

5-*9

7-59

9.03 

8.53

7.8l* 

7.40 

8.76

9.40 

7.16

10.40 

7.78

7.26

7)26

8.20

7.82

7-76

S.30

7.53

f.93

6.53

?.20

7-32

14.60

13.94

15.77

15.77

15-77

15-77 

10.25 

14.20

11.44

8.28

9.86

17-75 

4.73

11.09

13.01 

11.83

8.28 

10.65 

12.23

15.38 

9.46

19.72

9.46

10.06

7-89

9.86

9.86

9.86

5.92

9.46

13.80

*.73

12.23

7.89

8.07 '10.25

8.53 

3.57 

9-90

U.72 8.28

3.15 8.80 

4.72 9.09 

5.F1 9.38

4.72 '*.92 

3.93 9.90

11.83 

14.99

11.04

10.25

11.83

11.87 13.80 9.86

14.99

Nitrate

(N03 )

_

_

__

~

_

_-

::

--

".

-

_ .

_. __

__

_

_~

_

=

~

 For samples prior to Ho. 7918 the sodlumwae calculated; for subsequ

(1*1)

nt samples it was determined.
The Hio Orande at Fallens, Tex

Lalioratory

Ho.

_

__

 

--

_

"

-..

--

--

_.

~

"""

_.

::

 

Dpte 

of

1910

T j

Dec. 5

" 13

" 17

n 21;

» 29

1211

Jca. 4

" 5

" 10

 16

" 22 

" 31

Pet. 14

" 20

" 26

Mar. 1

" 7

" 13

 19

" 25

" 31

Apr. 6

" 12

« IS

« 2U

« 30

May 3

" 6

11 10

" 18 

" 24

" 27

J-ume 2

" 8

" lit

" 20

" 26

July 1

" 7 

" 13 ,1 lg

» 25

" 31

Aug. 6

" 12

" IS

« 27

No. of 

Samples

I 

1

1

1

1

1

1

1

1 

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 

1

1

1

Digcharge

C.f.3.

170

225

189

170

221

170

333 15$

124

154 

132

151

135 

1$7

235

267

212

237

176

210

447

210

464

419

365

S49

759

953

607

381

131

S22 

324

207

710

494

389

226

247

1*71*

508 

336

3$5

30S

246

3,117

1,141*

292 320

409

ductance

®25°C

27S 

240 

276

264

Tons 

per 

acre 

foot

2.45 m2.11

255 [2.35

216

199 271*

247

274

264

S

209

20S

224

22lt

259

27'*

166

263

169

185

205

175

178

ISO

20S

22S

270

179 

247

332

179

21H

269

318

296

199

161

211

206

246

27!t

161

151 

264

265

211

1.78

1.92 2.23

2.22

2.22

2.19

2.40

2.16

2.47

1.94

1.70

1.98

2.12

2.15

2.20

1.52

2.12

1.52

1.58

2.06

1.57

1.46 1.76

1.93

2.00

2.53

1.6o

2.21 2. git

1.60

1.75 2.60

2.63

2.58

1.87

l.Sl*

1.92

2.05

2.53

1.58

1:8 2.41 2.03

SffE

_

--

--

__

II

--

._

__

_

_

_

_

_

_.

_

pH.

E

_

_

::

"

_

--

_

~

_

--'

_

_

_

__~

PerSo41-

59 

66 

62

£3

62

64

61

63

66

P61

74

58

59

6U

62

67

61

60

60

54

56

5760

62

5960

64

5S

67

56 

60

64

54

5764

61

65

61

61

64

68

5763

61

51 

65

6262

Percent 

Chloride

849

48

49

54

385>*

51

56 

50

535651*

41*

47

50

4S

51

47

43

1*7

45

50

$61+3

1*1

44

1,5

45

49

39 51

59

40

461*9

5$

55

48

41

46

51

55

40

36

52

$9

Oalci- 

(Oa)

8.55 

7.50 

8.25

6.75

8.25

4.95

7.05

7.50

6.1*5

5.70 

8.25

7.80

5.25 

7-95

7-05

5.25

6.45

6.00

8.10

8.25

5-55

7.65

6.15

5-55

7-05

7-30

6.00

6.00

6.15

6.60

7-50

6.75 

8.25

10,50

6.75

7.05

7.80

9.6o

8.25

6.60

6.00 

6.30

6.00

7.65

7.65

5.40

5-55 6.90

7.80

6.30

Magne-

(Hr)

2)22

3.05

2.96

3.05

2.80

2.47

3.03

3-29

1.31 

2.47

3-05

2.22 

3.05

2.22

2.22

2.39

2.11*

£-55 3.70

l.Sl

3.62 1.56

2.11t

2.39 1.23

1.89

1.89

1.98

2.80

3.29 1.56 2.63 3.29

1.73

2.22

2.96

2.88

3.29

2.22

1.73 

1.73

1.56

3-37

4.20

1.98

2.%

3.21

3-29

2.70

Sodi- 

(Ka)*

17.06 

IS.gs 

18.45

16.39

18.43

14.03

15.09

17.08

19.07

IS. 34 

17-38 17.27

IS. 75 

15.47

13.26

13.51

14.77

16. 2S

16.62

17.83

11.07

13.1k

9.70

10.21*

lU.jg

13-78

11.15

12.03

14.57

13. 2H

21.52

10.73 

16.20

24.0S

10.16

12.13

IS. 88

19.69

21.03

13.99

12.23 

13.94

16.1*0

14.61

20.58

11.36 8.31*

1S.S8

18.17

14. SO

Oartonste & 'bicarbonate 

(CO^-HCO,)

5-90 

6.20 

5.11

5.11

5.11

2.36

6.29

3.15

5.18 2.36

5.11

3-93

3.15 

5.11

5.51

3.54

3.93

3-93

$.33

10.23

3.5$

$.33

2.36

2.36

4.72

7.08 1*03

3-93

1* 33

1*133

5.11

4.72 

4.72

5.11

,403

4.72

5.11

5.11

6.29

3.93

4.72 

U.72

4.72

3-93

5-11

11.72

3*93 $.72

4.72

4.00

Sulphate

(SO!;)

7.40 

9.40 

10.05

?-37

10.05

7.6^

8.86

9.49

9.0U

8.90 

9-39

9.20

8.87

7.16

7.16

7.58

7-85

8.66

9.14

5-75

7.00

8.70

7.16

7.6s

8.06

5-77

6.83

7.31

8.12

8.06

11.43

6.83 

8.56

10.68

6.82

6.S2

9-94

9-71

8.53

7.S4

6.57

8.24

S.20

8.69

9-57

6.53

6.51 

9.28

9.55

8.20

Chloride

(01)

15.77 

13.01 

14.59

12.62

1^.59

11. S3

9.46

14.99

14.59

14.59

14.20

14.99

14.20 

14.20

9.S6

9.86

11.83

11.83

13.SO

13.80

7.S9

NiE

_

_

--

_

_-

_

..

__

11.381 

7-S9

7.89

11.04

9.46

7.89

8.68

10.2^

loi'S

15.77

7-^9 

13.80

25.08

7.49

9.86

14.59 17.35 17.75

11.04

8.67 

9.01

11.04

13.01

17.75

7.^9 5.32

14.99

14.99

11.60

__

__

_

_-

_

_

__

__

_

__

_

 m

 

(42)
The Bio Grsnde at Fabens, fex. 

- 3 -

Laboratory 

Ho.

__

«-.

__

_

_

_.

_ .

_

-

~

~

S4

85

86

S7

88

89

90

159

160

161

162

163

164 

165

207

208

209

210

211

212

213

21)*

215

216

277

278

279

Date 

of 

Sample

1931

Sept, 2

 8

» 14

u 21

Oct. 3

" 9

 12

« 22

" 29

Hov. 4

« 10

" 13

« 16 

 22 

» 28

Dec. 4 

" 7

« 11

" 15

" 21

" 27

 30

1932

Jan. 1

» 6

" 15

" 22

» 29

Feb. 5

« 10

" 17

" 24

" 29

Bar. 2

" 8

» 17

« 24

« 28

Apr. 3

" 10

» 19

» 25

May 1

" 6

u 12

" IS

u 25

 31

No. of 

Samples

1

1

1

1

1

1

1

1

1

1

1

1

1

1 

1 

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

1

1

Discharge 

c.f.s.

461

347

244

1,110

422

4l4

179

270

132

375

181

436

273

278 

518

252

244 

186

216

158

249

152

115

123

114

130

123

106

108

282

168

33p

234

4go 

3f7

269

204

142

272

803

239 536

399

226

703

568

202

660

Conduct925° C

211

224

253

160

214

220

319

264

339

240

225

ISO

231

247 

262 

249

261 

264

271

290

250

283

312

306

2S9

277

275

290

272

191

253

189

214

222 

191

199

23 Ij247

184

208

259

200

201

322

175

202

302

185

TDS. 

Tons 

per 

acre 

foot

2.00

2.02

2.27

1.42

2.09

1.97

2.91

2.42

3.14 2.13

1.92

1.62

2.11

2.15 2.34 2.23

2.11

2.37

2.40

2.67

2.18

207

2.85

2.77

2. 5S

2.50

2.44

2.60

2.4g

1.67 2.34 1.67

1.97

1.97 

1.75

1.78

2.08

2.25

1.64

1.82

2.38

1.81

1.81

2.81

1.56

1.77

2.73

1.74

Boron 

Ppro

_

_

_

__

 ..

_

_

-

 .

_

_

_

--

~

-_

._

_

pH.

__

__

__

_

__

__

_ .

__

_

__

-

_

_

-

__

_

cent 

Sodium

60

57

63

58

6l

5865

61

61

58

52

57

60 

62 

51

1

63

58

59

66

66

63

63

66

65

61

60

61

53

57

59 

57

58

64

52

58

63

51

5364

55

60

59

55

Percent 

Chloride

45

5+7

54

43

44

53

50

*7

?r

41

47

4^ 

47

48

49

51

46

46

53

Onlcl-"" 

<Ca)

6.40

7.80

7.10

5.40

6.60

7.10

8.30

8.10

9.80

7.20

7.10

6.60

7. SO

7.20 

7.20 

8.40

7.50 

7.40

7.30

9.00

8.70

7.10

6.90

51 1 6.90

52 7.10

50 7.10

50

50

6.90

7.20

51 7.70

43 4.90

49 7-50

42

46

%

424351

40

4l

47

41

4l

53

39

51

40

6.30

6.90

6.60 

6.00

6.30

7.50

6.90

6.30

6.60

7.20

6.80

6. so 8.50

6.00

7.20

9.45

6.30

:'.llli«ram eauivalents ">er liter

»agne- 

(Mg)

2.80

2.80

2.30

2.00

2.60

2.80

3-50

2.70

4.40

2.70

2.70

2.70

2.90

3.10 

3.10 

4.10

2.90 

3.10

3.10

3. so

2.90

4.10

4.40

4.20

4.20

3.TO

2.SO

3.70

3-70

2.90

3.20

2.60

2.80

2.80 

2.60

2.60

3.60

2.70

2.30

2.60

2.70

3.M

2.80

3.60

2.20

1.80

3-97

2,8?

Sodi13-70

14.00

16.40

10.20

14.40

13.50

21.80

18.00

28. ?0

15.fO

13.80

10.20

14.20

15.80 

16.70 

13.10

17.70 

17.50

18.00

18.00

15.20

16.30

21.70

21.50

19.20

IS.'lO

19.10

20.10

17.80

11.70

17.00

10.20

13.00

13.40 

11.60

12.10

13.40

17.10

11.50

12. TO

17.20

10.40

10.90

22.00

10.20

13.30

19.48

11.10

Cartonate & bicarbonate 

C03+HCO-,)

4.40

4. SO

2.80

4.00

5.20

4.4o

5.20

5.60

5.20

4.40

4.00

4.00

4. SO

4.80 

5.20 

4. SO

5.60 

4.40

4.80

5.20

6.40

13.20

5.20

6,00

5.20

5.60

ci,6o

5.60

5.20

4.00

5.20

4,00

4.4o

4,4o 

4.40

4.4o

4.4o

4.80

4.4o

4.4o

4.80

4.00

4.00

5.60

4.00

4.00

5.60

4. SO

Sulphate

(SOij)

8.10

S.?0

9.00

6.SO

8.20

8.60

10.40

S.SO

10,80

9.00

7.60

7.50

8.50

8.90 

9.40 

8.80

S.90 

9.60

9.60

10.00

8.40

l.TO

10.20

9.80

9OO

9.00

S.SO

9.80

9.20

7.10

8.90

7.10 7.90

7.20

7.00

7.80

8. TO

8.30

7-70

S.50

9.50

8.00

8.10

10. TO

7.20

8.30

lO.SO

7.40

Chloride

(Cl)

10.40

11.60

i4.oo

6.80

10.20

10.40

18.00

14.40

20.1)0

12.00

12.00

8.00

11.60

12.40 

12.UO 

12.00

13.60 

14.00

14.00

15.60

12.00

12.80

17.60

16.80

16.00

14.40

l4.4o 15.60

14.80

S.4o

13.60

S.OO

10.40

11.20 

S.SO

S.SO

11.60

13.60

S.CO

S.SO

12.80

8.40

S.4o

18.00

7.20

10.00

16.80

S.OO

Hltrat<

(H03

_-.

__

_

_

-

_-

--

__

._

_

~

-

__

--

_

_

_

_

_

_

_

(4J)
The Rio Grande at Fallens, lex. 

- 4 -

 

Laboratory 

Ko.

280 

281

282 

2S3

28l*

285

286

299

300

301

302 

303

326

327

328 329 330

1*05

1*06

407

412

413

414 

415

416

1*17

418

419

420 

421

422

423

424 

425

1*97

49S

1*99

500 

501

502

503

504

505

535

536

537

538

539

577

 

Sate 

of

1932

June 6 

" 13

it 22 

« 29

July 6

« 10

n 18

« 24

" 31

Aug. 8

» 16 

» 20

 30

Sept. 3

" 11

n 15

n 23

Oct. 7

" 15

n 25

« 29

NOT. 3

" 9 II 12

« IK

" 24

« 30

Dec. 6

" 13

" 23

« 27

» 30

1933

Jan. 5

» 19 

» 29

Feb. 8

" 14 

11 20

n 27

Mar. 9

" 16

" 20

Apr. 2

11 9

" 13

" 17

". 2s!

» 27

Ho. of 

Sampi 

1

1 

1

1

1

1

1

1

Discharge 

c.f.s.

395 

450

£?*

290

520

583

353

856

i ! 722 i

i

i

i

i

i

i

i

i

i

i

i

i i

i

i

i

i

i i

i

i

i i i i

i

i

i

i

i

i

i

i

i

787 

71J

1,086

647

294

276

1*79

607

366

Usq 266

232

572

225

184

297

225

362

266 

436

304

155

218 

17? 

IS** 

155

1*51

416

264

488

291

. 148

285

5>+2

510

524

1 420

1 670

1 i 622

Conductance

171 

203

191

159

246

165

169

205

157

168

160 

166

154

154

210

27 1

185

196

246

207

242

267

186 232 274

187 252

236

222 

181

232

270

262 

2* 

256 

255

145

152 

197

148

163

234

179

161

174

167

144

TDS. 

Tons 

per 

acre 

foot

1.69 

1.92

1.79 

1.53

2.25

1.73

1.89

1.72

1.42

1.1*2

1.39 

1.49

1.45

1.46

1.94

2.15 1.71

1.76

2.09

1.79

2.22

2.43

BoPpm

-

__

._

_

_-

"

pH.

-

"-

_

_

_ _

1.67, -! - 

2.13 -i -

2.50

1.68

2.30

2.14

1.99 

1.60

2.15

2.46

2.50

2*44 

2.47

1.40

1.46 

1.90

1.43

1.62

2.25

1-73

1.52

1.67

1.58

1.37

 1 

 

..

~

:;

_

_

160 ] 1.46 ] -

broifen i$ tri

__

:;

_

Percent 

Sodium

60 

¥

6l 

52

60

51

58

59

57

53

156

52

5.9

60

56

56

59

58

59

58

$

61

58

57

55

Percent 

Chloride

5

40

37

1*9

41

1*8

1*6

38

7g

40

37

40

1*5

50

£4

44

1*6

1*1*

1*6

i15

41 

46

t;l

42

47

Mil]

Calcium

(Ca)

5-55 

7-35

5.85 

6.30

8.40

6.90

6.90

Magnesium

(Mg)

2.05 

3-07

2.43 

2.1*3

3.07 3.07

2.69

5.55! 3.20 4.65

5.1*5

5.95 

5.1*0

5.25

5.40

6.60

7.05

6.15

6.90

6.75

6.75

8.10

8.55

7^50

8.25

S.45

8.40

1*1* 7.95

57 ^ 7-95 

58 1*2 6.15

57 >*3 7-80

61 49 8.10

2.56

2.56

2.56 

2.56

2.18

2.82

2.82

3.07

2.68

2.30

2.56

2.5f

2.56

2.82

1.92 

2.68

isram eauivalenl

Sodi-ICarbonum late fi bicarbonate 

(Ha)»!<P03 H003 )

11.56 

12.11

12.66 

9.45

16.88

10.44

13.03

12.76

9.48

9.05

9.18 

9.21

9.63

8.93

13.70

l?.57

11.17

11.57

1^.70

13.17

15.14

1*1.96

11.01 13.99

3.20J18.26

1.92 11.71

3.07 15.55

2.94! 13. 59 2.05 13.02

1.79 11.09

2.30 14.71 2.94 17.44

60 

6l 

61

64

1*6

48

1*9

47

56 | 41

56 40

57 V*

59

5862

_

__.

58

59

58

57

- 57

- 60

msit]

8.10 

8.10 

7.50 

7.50

5.10

3.60

£.40

4.00 

4.00

5.20

£.40

4.00

4.00

4.00

4.00

3.60 

3.60

£.00

4.00

4.80

4.80

4.00

4.20

3.60

5.00

4.80

r4.00 

4.40

4.00

4.00

4.80

4.80

4.40 

4.00

4.80

4.80

2.82J16.72 4.80 

2.30 16.09 4.40

3.4617.31* H.40

3.46 19.32 5.60

2.30

5.10 2.30 

6.30 3.46

1*3 5.10 2.05

42 5.4o! 2.69

51 6.60

44

41

1(1

itj

41

6.00

3-71

2.69

5.25 2.1B

5.40 2.82

5.25

£.95

2.82

2.30

42 5.10 2.05

nt\.<

9.33

9.61

12.8U

10.32

10.91

16.59

12.13

4.00

4.00 

4.40

U.OO

4.40

4.80

4.?0

10.9o] 4.1*0

11.38 5.00

10.62 4.00

9.1+4] 4.40

10.79

s Der liter

Sulphats

8.36 

8.13

8.54 

7.38

9.15

7.61

7.82 7.51

6.29

6.66

6.29 

6.77

6.66

6.35

7.92

8.09

7.20

7.37

8,81

7.45

9.00

9.73

8^57

10.51

7.68

9.42

8.88

8,22 

7.03

8.81

9.68

10.04 

9.29 

9.90 

10.28

5.98

6.21 

8.20

5.87

6.60

8.50

6.82

6-33

6.60

6.69

5.49

4.00 6.34

Chloride

(01)

10.00

8.40 

6.80

14.00

8.40

10.80

10.00

6.4CT

6.40

6.80 

6.80

6.40

6.80

10.40

12.80

8.80

9.20

10.60

10.00

12.00

12.40

8.00 

11.20

15.20

8.40

12.80

10.80

10.40 

8.00

11.20

14.00

12.80 

12.80 

14.00 

14.40

6.80

6.80 

10.00

7.60

8.00

13.60

9.20

Nitrate

(SO,)

~

__

--

._

~

_

_

__

__

_

~

_

::

-

_

--

7.60] -

8.00 

5.00 ~

6.80 

7.60 -

1 1 '
The Bio Orande at Tabene, Tex. 

- 5-

Laboratory

578

7*77

7*78

7*79

7480

7481

7482

7717

7718

7719

7720

7721

7722

7723

772*

7725

7918

7919

7939

79*0 

79*1

79*2

79*3

79*4

8008

8009

8010

8011

8191

8313

8315 

8376

8*61

8556

8923

8920

9009

915*

9280 

9306 

9*48

9536

9632

9795

9800

Date 

of 

Sample

May 5

" 11

« 16

» 25

June 3

" 9

". 15

July 3

* 11

 IS

« 26

Au«. 3

" 10

" 13

" 16

 22

« 28

Sept. *

 10 

 16

B 22

" 28

Oct. 3

" 9

" 19

" 25

 31

HorcBber

December

19T*

January 

'ebroary

llareh

April

May

June

July

August

September 

October 

Horember

December

19T5

January

ternary

llareh

Ho.of 

Samplea

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

5

5

4 

5

g

5

4

6

5

I

I

5

*

Discharge 

e.f.B.

56*

186

596

444

369

402

892

8*8

899

412

628

893

377

632

808

795

708

96*

1,160

898 

569

393

401

448

57*

383

289

209

19*

270

142 

512

32*

353

363

515

421

302 

194 

131

100

136

11167

Conductance 

Ezlo5

176

313

181

196

220

22*

159

175

181

225

180

162

ao

195

169

167 1*1

136 152

181

223

220

213

197

238

240

280

253

215

267 

172

190

223

23*

229

212

220

2*5

3318

284

286

327

OS. 

Tons 

per 

acre 

foot

1.69

2.82

1.67

1.81

1.91

2.02

l.*5

1.59

1.68

2.02

1.62

l.*8

1.90

1.80

1.58

1.57

1.9*

1.58

1.20

31.98

1.99

1.88

1.83

2.18

2.17

2.50.

2.32

1.92

2.35 

1.59

1.70

1.91

2.09

2.08

1.91

1.96

2.19 

2.37 

2.89

2.83

2.57

2.61

3.06

Boron 

Ppm

_

_

_

~~

_

_

.2*

.29

 19

.26

.2*

.29

.32

.27 .31

.30 

 31

.2*

 3*

iie

pH.

--

_

~

_.

~

_

_

__

~

8.1

7.8

7.8 

8.1

7-8

7-7

7-9

7-7

7-7

7-7 

7-9 

7.6

7.8

7-7

8.3

7-9

Percent 

Sodium

5*

60

55

55

5*

5*

51

57

51

50

52

55

57

5*

51

56

56

51

53

53 

59

57

59

59

58

60

59

61

59

58

59

55

58

58

58

5f

56

57

60

59

58

59

60

Percent

caioride

4*

50

42

*3

*6

46

*0

*2

36

47

42

40

46

44

40

41

37

3*

33

38

38*u

42

41

40

*7

46

48

48

4*

*7

37

40

44

*5

*5

*5

*5

*6 

*9 

48

51

*8

48

52

Mill

Oalelum

(Ca)

6.75

9.35

5.90

6.35

7.15

7.20

5-30

5.85

6.97

S.*5

6.10

5.*8

6.72

6.40 5.73

5.58

5.88

5.25

*.95

5.35 

6.08

7-*5

7-37

7.03

6.53

6.77

7.62

8.63

7.93

6.86

8.16 

5.91

6.13

7.16

7.6*

7.36

6.97

7.08

7.79 

7.7t> 

9.*6

9.'*7

9.21

8.72

9.79

Uagneelum

(Kg)

2.82

*.13

2.62

2.8*

2.98

3-3*

2.69 1.76

2.48

3.0*

2.69

1.90

2.71

2.77

2.73

1.9*

1.87

2.10

1.83

2.14 

2.28

2.78

2.75

2.75

2.32

2.96

2.41

3.02

2.95

2.59

3.23

2.18

2.15 2.52

2.5*

2.78

2.5*

2.55

2.93 3.22

3.97

3.97

3-17

3-*3

3.97

eram <

Sodium

(Ha)*

11.40

20.15

10.32

11.05

12.12

12.48

8.37

10.08

9.83

11.68

9.56

9.1*

12.27

10.61

8.85

9-72

9.27

7.36

7.16

8.15 

11.95

12.93

14.20

13.88

11.71

1*.85

1*.52 17.52

15.16

12.53

16.3* 

9.57

11.15

13.25

13.27

13.20

12.05

12.57

14.01 

16.18 

20.09

19.3*

17.*5

17.61

20.13

omlvalenti

Carbonate 4 bicarbonate

4.80

fj.*0

4.20

*.30

*.50

*.*0 3.70

*.*0

*.*5

*.50

*.15

3-90

* 35

*.15

3-95

3.90

4.10

3.80

3-90

3.90 

4.50

5.05

5.05

*.55

*.50

*.25

e!il

5.15

*.6l

5.*0 

4.07

4.12

*-37

* *8

M3

4.2S

*.13

*.*3 

*.13 

5.07

5.22

*.96

5-30

5-50

oer ]

Sulphate

(SOk)

6.97

11.46

6.82

7-15

7.*2

8.00

6.17

5-93

7.90

7.85

6.55

6.08

7.**

6.92

6.J*

6.32

6.85

6.06

5.73

5.89 

8.03

8.28

9.35

9.70

7-99

8.71

8.33

9.60

8.51

8.06

9.57 

7.16

7-7f

8.56

8.80

8.70

8.02

8.30

9.17 

9.71 

11.0*

10.90

10.49

10.18

11.0*

itsr

Chloride

(01)

9.20

16.7*

7-79

8.75

10.29

10.58

6.*5

7.36

6.93

10.82 7> !£

9.91

8.71

7.02

7.02

6.38

5.05

4.81

6.09 

7.62

10.28

10.33

9.71

S.*7

11.42

11.42

14.23

12.68

9.85

13.10 

6.69

7-85

10.00

10.8*

10.8*

9.88

9.92

11.59 

13.36 

17.51

16.62

13.97

14.25

17.67

Hltrate

(HO,)

.03

.03

.04

.0*

.0*

.0*

_

_

T. 

.0*

T.

.0* 

.0*

.0*

.02

.02

 03

.05

.03

0

.03

.05

.02 .05

.01

.05

.01

.01

.03

.03

.02 

.01 

.02

.03

 07

.03

.03

(45)
The Rio Grande at Fabecs, Tez. 

-6 -

Laboratory 

No.

9997

10001 

10125 

10127 

10262

10313

10431 

10495 

10511

10602 

10675

io6«i

10&20

10gfS7 10917 11049 11050

11124

11263

11288

11294

Date 

of 

Sample

1935

April

toy 

June 

July 

August

Sept.

Oct. 

Nor. 

Dec.

19^6

Jan. 

Feb. 

Uarch

April

May

June 

July

August 

Sept.

Oct.

HOT.

Deo.

No. of 

Samplea

5

5 

5

2

4 

4 

5

6 

5

5

5

5

I

5

8

5

Discharge 

c.f.s.

137

286

1.24S

1

1

2TO

231

376

353 620 

717

338

200

203

Conductance

282

318 

229 

25* 

197

13*

£70 

282 

306

271

258 236 216

243

163 

173

270

267

249

TIB. 

Tons 

per 

acre 

foot

2.52

2.15 

2.03 

2.16 

1.79

1.25

2.42 at

2.41 2.31

2.14

1.92 2.03

2.08 

1.85

1.50 

1.55

2.29

2.39

2.23

Boron 

Ppm

.26

 31 

.*24

.ip 

.26 27

.23

.22

.29

_

 31

 30

 30

pH.

3.2

8.2

i.o 

3.0

7.3

7.9

7.9 7.9 I'9

7.9

7-|

8.*0

8.0

7-7

7-7

Percent 

Sodium

59

59

57 

55 

5752

59

5« 

59 

57

5?56if56

5* 

5361

58

Percent 

Chloride

4s

$ 41

3(5

50

53

I?

43

4o

46 

46

36

50

46

Milligram equlTalents per liter

Calcium

(Ca)

S.&L

9.60 

7.19 

7.97 

0.50

4.33

8-59 

3.39 

9.33

3.79 

7.91 

7-39

7.23

7.33 7.09

5.42 

5.67

6.83

8.21

7-72

Magnesium

(Mg)

3.33

3.72 

2.97 

3.16 

2.17

1.35

3.73

2.93 

3.09 

2.90

2.95

2.92

3.03 

2.92

1.95 

2-39

3.2&

3.01

Sodium

(Baj

16.94

19.13

13)45 

11.37

7.29

15.71 

17.76 

J.24

16.07 

15.59 

13.38

11.65

14.03

13.09 

12.54

3.74 

9.19

15.84

15-97

14.76

Carbonate & bicarbonate 

(COjt-HCOj)

5.02

5.11 

5.26 

4.41 

3.96

I'S

4.73

5.03* 

4.73*

4.33*

4.13*

4.20 4.25

4.10* £&*

3«3***

U S^ 4.74

Sulphate

(Sfy)

10.23

U.10

3.97 3.92

5*29

9.34

10 .OS 9.33

9.76

9.20 

3.74

3.46 9.23

7^9

6.31 

7.16

9.80

9.78

9.25

Chloride

(Cl) \

13.96

16.49 

10.23 

11.62 

3.22

5-31

13.36

14.E6 

16.42

12.95

12.64 

10.36

9.43

11.62

10.74 

10.21

6.13 

6.18 13.11

12.85

11. 6U

Nitrate

(NO,)

.05

.04 

.04 

.04 

.04

.04

.07 

.02

tr

.21

2

.01 .03 .03

.02

tr 

.04

.01

.11

.07

(003)

(46)
RIO GKASEB AT TORI QUITHAH 8AOIH8 STATION, TEXAS 

Total Dissolved Solids, September 1927 to January 1930

Located at loner end of El Paso Valley, 1.5 Biles below old Fort Quitman 

and 11.5 miles south of Finlay, Texas. Zero of gage is 3,>*5H.06 feet 

above sea level. Samples and analyses by United States Bureau of Reclamation.

Date

1927

Sept. 18

27

Oct. 25

HOT. 1

8 

15

29

Dee. 6

13

27

1928

Jan. 3

10

17

2H

31

Teb. 7

21

28

Mar. 5

15

20

27

Apr. 3

10

2>t

30

May 15

18

22

June 5

26

29

July 3

10

Aug. 7

Dee. 5

11

Discharge 

CFS

1300

699

190

156

HOS 

202

221

195

1*72

210

180

l6H

191

211

183

175

22ft

277

212

139

111)

219

90

7H

518

H2H

295

672

H25

233

2SH

179

187

106

68

208

250

Total dleeolved 

solids, tons 

ner acre foot.

2.99

5-31

H.35

3.54

£»

2.86

3.5*

2.18

3-27

3.HO

3.50

3.67

3.13

3.95

3.HO

2.72

2.31

2.72

2.99 

3.13

3.13

3.67

H.22

2.18

3.13

3-13

1.90 2.31

3.27

3.27

3.5*

2.86

3. Si

3.27

1.90

3.13

2.99

Date

1929

Jan. H

11

30

Feb. 6

6 

13

Bar. 5 

13

22

Apr. 13

22

29

May 6

13

June 1019

July 16

23

Aug. 1

7 

19

20

21

27

Sept.H

9

16

17

26

Oct. 2

7

30

Hov. 12

19

Dec. 4

11

18

25

Discharge 

OPS

151

242

220

158

III

180 

lltl

127

HU.H

212

150

226

87.H

120

115

6H6

336

795

2100

21*60

1110

888

328

209

262

H5C

18£

168

39*

339

28H

180

2?g

197

Total dissolved 

solids, tons 

per acre foot.

343

3-13 

2.99

2.72

3.81

3.67 

3.81

3.81 

H.22

3.95

H.63

2.86

3.95

3.13

3.54

5.17

H.H?

1.90

S.04

2.31 

1.63

1.36

1.90

1.90

3.95

3.81

3.27

2.18 2.72

4.76 3.90 3.13

2.72

3.5*

3.81

3. HO

3-95

3. Ho

Date

1930

Jan. 2

9 

16

23

Discharge 

CFS

190

199 

191

Total dissolved 

solids, tons 

Tier acre foot.

3-95

3.67 

3.81

H.08

82343 O 38-
The Bio Brand* at Jort Qoitaan, lex.

Oaging station located at the lower end of EL Paso Valley, 1.5 Biles below old lort Qultnan 

and ll.J nilee south of Unlay, Tex. Zero of gage Is 3»**5*.06 feet abore Bea Isrel. Samples 

collected by IT. S. Bureau of Heolaaatlon; analyses by IT. S. Bureau of Plant Industry.

Laboratory 

No.

_-

~

_

_

 * ~

__

~

_

. 

. 

_

__

_

~~

__

__

__

__

__

__

__

Date 

of 

Sample

1930

!eb. 6

" 13

liar. 6

' 13

« 20

" 23

" 27 

 31

Apr. 3

" 9

" 17

" 23

toy 7

» 14

» 19 

« 26

June 2

 11

» 18

July 2

" 9

« 23

« 27

Aug. 6

" 15

« 27

Sept. 3

" 12

 15 

» 22

Oct. 1

» 6

« 16

i 24

" 30

Nor. 6

" 13

Dec. 8

" 15

o 22

« 29

No.of

Samples

1

1

1

1

1

1

1 

1

1

1

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

Discharge 

c.f.t.

172

223

249

162

130

215

207

301

248

166

216

315

185

288

109

125

265 706

922

121

209

412

828

86

1,220

71

338

221

18 

173

209

466

420

' 306

310

199

196

216

273

181

184

Conductance 

Kzlo5 

«25»C

436

351

322

BO

322

328 

308

280

368

370

296

*36

§

336

370

219

528

308

336

218

462

187 493

231

264 &322

25* 254

321

336

328

296 274

322

285

TES. 

Tone 

per 

acre 

foot

3.85

3.23

2.82

2.95

2.' 69

2.91 

2.61

2.35

3.17

3.00

2.62

3.73 2.92

4.78 

5.24

2.81

2.78

1.86

"».57

2.77

3.06

1.97

4.29

1.56

4.09

2.08

2.47

3.01 3.92

2.81

2.27

2.10

2.88

2.08

3.11

2.93

2.61

2.48

3-13

2.76

Boron 

PpB

_

_

_

_

-

_

_

_

_

_

_

__

__

_

pH.

__

_

"""

_

_

--

__

~

__

_

__

_

~

*"*

..

-.

~

_

_

Percent 

Sodium

60

58

63

57

64

50

5*

57

62

62

62

68

56

6?

4T

5?5*

69

62

58

53

60

^562

53

63

58 

62

55

57

52

60

58

59

55

56

60

56

55

Percent 

Chloride

62

60

61

59

66

58

61 

56

61

f7

65

62

6s

58

72 

72

59

60

*7

70

58

64

51

66

^ 3

67

53

53

59 

65

59

5*

58

53

60

58

5*

55

56

MilH

Calcium

(Oa)

10.95

10.95

9.45

11.85

15.30

11.25

11.53 

10.95

9.15

10.05

10.05

7. so

11.25

12.30

15-75

12.45

12.30

7.50

11.25

8.70

11.10

8.55

12.90

7.SO

14.40

9.00

8.10

10.50

12.60

10.80

8.85

8.85

9.60

8.10

11.10

12.30

10.80

9-75

11.60

10.80

Magnesium

(Kg)

5 84

5.84

2.63

3.29

3.04

5.68

3.29 

3.95

3.70

1.53

4.28

3.95

3.95

3.95

7.57 

7.57

6.58

5.92

3.29

7.24

3.46

3-70

2.47

6.17

3.05

2.47

2.72

3.87 

4.69

3.95

2.80

3.70

3.87

3.21

4.03

3.87

3.87

2.14

3.70

.£ram_e

Sodium

(Na)*

25.02

21.65

20.77

20.39

32.19

16.63

20.82 

17.50

17.04

23.43

23.33

19.35

31.24

20.31

38.13 

40.68

16.83

18.12

12.49

40.38

20.26 20.65

12.35

29.02

8.98 32.66

13.07

18.64

20.16 

28.18

17.95

15.31

13.87

20.46

15.41

21.90

19.90

18.38

is. a

19.07 17.59

ouiralentc

Carbonate & bicarbonate 

603+1003)

5-90

5.90

2.75

4.33

4.33

$

1.33

2.36

1.97

2.36

2.75

2.36

5.11

2.36 

3.93

4.33

4.72

*.33

3.93

3.93

3.93

3-93

4* 33

3^93

3.5*

3-93

3.93 

3.93

*.33

3.93

3.93

1.33

3.93

3.93

1.33

*.33

4.33

5.11

5.11

car ]

Sulphate

(sou)

9.93

10.06

9.99

10.30

13.07

9.91

10.41 

9.93

9.39

10.41

10.85

9.03

12.53

10.16

14.51 

13.93

10.24

9.93

7.91

13.93

9.56

8.65

7.61

12.21

6.82

12.17

7-99

9.76

10.09 

11.96

9.05

7.26

7.99

9.88

8.59

11.02

10.84

9.71

9.21

9.55

8.99

Liter

Chloride

(Cl)

25.98

22.48

20.11

20.90

33.13

19.32

21.69 

18.14

18.14

25.63

24.45 19.32

31.55

21.29

43.38 

46.14

21.29

21.69

11.04

41.01

18.93

22.87

11.83

31.55

36^39

13.01

15-77

20.51 

29.58

19.32 15.77

14.20

19.72

14.20

22.08

20.90

17.75

16.56

19.71

17.75

Hltrate

(H03 )

_

_

~

-

_

_

_

~

_

_

w

-_

 ~

_

__

_

~

 Tor samples prior to Ho. 7763 the sodium was calculated; for subsequent samples It wae determined.

(48)
The Bio Orande at Tort Qiitmaa, Tei. 

- 2 -

Laboratory 

lo.

_

_

_

"

_

~

_

__

__

_

~

_

__

_

_

__

__

_-.

~~

-

_

_,_

 

_

__

__

66

67

68

69

Date 

of 

Sample

1931

Jan. 2

 12

1 19

" 26

Tefc. 1 

" 9

» 16

" 23

Mar. 1

" 9

" 16

' 23

B JO

Apr. 6

" 13

May 2

« 9 

« 18

June 1

" 8

' 15

" 23

July 1

* 6

" 10 " i,7

» 24 

 31

Aug. 4

 14

" a

« 28

Sept. 3

" 11 

« 18

 25

Oct. 2

 8

« 16

" 23

« 30

IOT. 6

« 13

« 20

' 27

lo.of

Samplee

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1

1 

1

1 

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

DiBoharge

C.f.B.

177

161

158

127

182 

148

208

215

161 

93

2*7

2*5

157

1*4

1.360

281 

186

95

190

167

65

172

580

320

3P

678 

1.160

129

195

1*0

106 

100

580

366

286

155

168

306

200

3*6

209

280

Conductance. 

KxlXP

322

336

352

370

351 

35*

321

28*

370

399

294

430

296

370

239

&

390

*76

319

370

504

336

2*8

267

390

233

528

402 

206

370

390

206

253

308

316

368

368

261

333

247

318

271

CDS. 

Tons 

per 

acre 

foot

2.77

2.93

3-13

3.*9

3.1* 

3.32

2.76

2.52

3.22 

3.60

3.*8

2.57

3.88

2.5*

3.1*

1.99

2.75 

4.63 

3.52

4.46

2.87

3.*1

4.37

2.91

2.21 2.51

3.29

2.12 5.23

3.79 

1.71

3.38

3.51

1.85

3.07 

4.22

2.30

4.83 3.13 3.31 3.35

2.33

2.92

2.11

2.81

2.37

Boron

Ppm

_

-

-

 .

_

_

_

_

_

. 

. 

_

-

_

_

_-

_

_

_

_

pH.

_

-

-

~

_

__

_

__

_

_

-

_

_

_-

--

__

~

_

Percent 

Sodium

6s

63

65

6s

68 

67

65

62

63 

66

1°

65

65

59

8*

58

63 

66 

62

64

64

68

73

68

65

65

67

62 

72

73 

59

77

65

f3

65 

66

67

63

66

I3

61

61

65

59

66

62

Percent Chloride

56

57

59

59

62 

63

58

55

61 

61

67

65

55

78

50

65

66

64

64

71

59

50

50

60

5* 

73

11

65

64

44

64 

68

53

59

62

63

63

52

57

51

58

5*

, Mill

Calcium

(Oa)

7.95 9.00

8.55

8.55

8.55 

9.00

8.55

7.50

10.50 

9.30

9.30

7.50

11.40

9.90

5.10

7.50

8.55 

13.50 

12.00

13.65

9.75

9.30

11.55

8.25

6.60

7.80

9.75

7.05 

13.50

9.90 

6.60

6.75

12.00

5.70

9.00 

12.30

6.00

8.55

7.80 9.30 9.90

7.90

8.40

7.80

8.40 7.50

Magnesium

(MS)

3-29

4.20

*.36

4.61

4.03 

4 44

3*.*6

3-95

3.95 

5-27

3.95

3.70

5.02

2.96

1.56

2.55

4.28 

5.18

4. 28

5.18 3.70

3.95

2.80

3.*6

2.80

2.80

3.29

2.47 

4.61

2.63 2.47

2.96

2.96

2.47

4.28 

5.10

3.29

4.44

4.9*

6.4o

5.60

2.90

3.90

2.80

3.50

3.30

ifraa emiivalent

Sodium

(Ha)*

23. S2

22.47

23.73

27.96

27-03 

27.*6

22.20

19.19

24.27 

28.97

30.62

20.59 30.9*

18.37

35.07

13.70

21.75 

36.55 

26.40

33.95

23.63

28.20

38.79

24.83

17.38

19.7*

26.58

15.78 

46.01

33-07 

13.26

33.12

27.82

14.11

23.03

18.49

22.02

25.32

26.20

24.70

16.80

22.80

15.10

22.70

17.*0

Carbonate & Dlearbonate 

fcOjtfiCO,)

5.11

5.11

4.72

5.90

5.11 

4.33

5.11

5.11

4.72 

5-51

*-33

*.33

*.33

*-33

3.93

3.93

3.93 

3.93 

3.93

3.93

3.93

3.93

1.97

3.93

3.93

3.93

3.*8

3-93 

3-5*

3.93 

4.72

3-93

3.93

4.72

3.93 

3.93

5.11

5.11

*.72

4.oo

4.00

4.40

4.80

4.00

4.4o

4.00

B uer liter

Sulphate

(so^)

10.23 10.05

10.23

10.77

10.05

10.9*

9.38

8.57

10.34 

11.61 9.96

8.90

12.27

9.55

5-26

7.99

10.14 

16.99 

11.14

12.74

9.*9

11.10

13.31

10.92

9.**

11.37

12.48

ifcS

"'.si

io!go

11.25

7.70

9.90 

12.71

8.08

9.39

9.68

11.50

11.00

8.80

10.30

8.50

10.20

9.00

Chloride

(01)

19-72

20.51

21.69

24.45

24.45 

25.63

19.72

16.96

23.66 

26.42

29.58

18.5*

30.76

17.35

32.54

11.83

20.51 

3*. 31 

27.61

36.11

23.66

26.42

37.86

21.69

13.*1

15.04

23.66

13.«0 

46.54

28.00 

10.25

28.00

27.60

9.86

22.48

35.10

14-59

20.51

23.66

26.40

25.20

14.40

20.00

13.20

20.00

15.20

51-

trate

__

~

-

~

~

_

~

_

-

_

" .

-

__

_

_

~
The Bio Orande at Fort QUtnan, Tex. 

- 3-

Laboratory 

Ho.

70

71

72 

73

91

92

94

95

110

111

112

119

120

ia

122

176

177

178 179

180

181

202

203

204

205

206

263

264 

265

266

267

268 

269

270

271

272

306

331

332 fi&Q y*s

350

351

352

353 

35*

Date 

of 

Sample

Dec. *

« 11

« IS 

« 2*

Jan. 1

» 8

« 15

* 22

1 29

Feb. 5

* 12

« 15

" 23

 29

liar. 7

« 1*

« a

" 28

Apr. *

» 11

 IS

« 25

ifay 2

" 1

« 16

8 23

" 31

June 6

." 13 

 20

* 28

July 11

" 18

« 25

Aug. 1

* e

« 15

 22

 29

Sept. 2

9 

16

23

30

0 t. 7

1*

21 

28

Ho. of

Samples

1

1

1 

1

1

1

1

1

1

1 

1

1

1

1

1

1

1

1

I

1

1

1

1

1

1

1

1

1

1 

1

1

1

1 

1

1

1

1

1

1

1

1 

1

1

1

1

1

1 

1

Diecharge

C.f.B.

266

22*

211 

280

1*1

125

136

127

123

1*8 

223

227

390

258

ia

2*6

112

107

102

13*

1*6

78

79

85

325

127

69

135

126 

72

262

163

2T8

1*5

325

302

*90

38* 173

687

285 172

201

1,517

I36

6*0

367 

*53

Conductance 

Kxlo5

302

323

8

370

361

36*

370

370

3*8 

25*

261

296

317

273

312

3*6

368

3*9

427

503

5*1

299

389

*93

413

5?315

*15

290 

425

283

2*7 250

322

225

sat 

370

brol

166

250

269

339 

255

IDS. 

Ions 

per 

acre 

foot

2.65

2.69

3.01 

2.73

3.23

2.97

3.11

3.26

3.22

3.2* 

2.3*

2.40

2.73

2.48

2.87

2.*7

2.88

3.00

3.33

3.05

3.19

4.00

*.32

*.79

2.49

3.3*

4.22

3.36

3.18

3.95

2.*9

3.55

£S

2.27

2.39

2.19

2.23 3.05

2.05

2.71 3.36

en il

1.48

2.22

2.38

3.00

2.23

Boron 

Ppm

__

 "

_

_

__

-

 .

_

_

_

__

_

^

_

_

«_

__

_

_

tn

_

__

IpH.

_

~~

,-,-

-_

_

-

_

_

_

_

~

__

_

_,

_

_

»

__

_

_

_

nsit

_

_

Percent 

SodiTim

65

65

II

6s

69

f7

68

68

£6262

58

63

59

63

65

64

64

64

67

76

65

72

66

60

60 

f7

62

60

59 

58

59

62

55

(1

66

5P6* 

69

63

58

65

70 

72

Percent 

Chloride

56

56

59 

57

59

62

§3

60

62

57 

52

52

58

60

57

60

62

6*

f3

62

67

69

70

59

65

68

63

61 

67

58

67

3

58

59

52

57

6*

5*

1

*5

51

5*

57 

55

MilJ Oalci- 

(Ca)

8.10

8. 60

9.60 

9.00

7.20

7.20

7.10

8.10

8.10

7.80 

8.70

7.80

9.00

9.00

9.30

8.90

8.*0

9.50

9.90

9.30

9.90

11.10

8.40

10.20

6.80

8.10

11.30

11.70

10.50 

11.90

8.60

12.00

8.30 

12.00

8.10

8.30

8.00

5.40

8.55

8.55

8.55 

8.70

*.65

7.50

7.05

8.10 

6.75

Magnesium

(MS)

2.60

2.90

4.60 

3.70

5.20

4.10

5.10

*.70

*.70

2^60

2.90

3.60

3.30

3.70

3.60

4.10

4.10

4.20

*.10

*.10

*.90

4.10

5.10

3.10

2.80

5.80

*.*0

5.*0 

4.90

3.20

5.10

3.70 

5-50

3.30

3.30

3.30

2.56

3-58

3.33

1:11

1.92

3.20

3.07

2.17 

1.92

ieram eoulvalen Sodium

(Ha)*

20.20

21. TO

20.80 

20.30

25.80

24.80

25.20

27.TO

26.80

27.60 

17.10

17.80

20.60

17.20

22.TO

18.10

20.90

23.30

24.90

23.90

24.50

31.80

39.80

38.90

18.50

27.80

33.80

24.10 23.1*0

33.60

19.20

26.10 17.30

2*.30

16.20

18.90

14.10

19.23

2*. 17

11.77

20.32 

27.38

11.06

1*.*S

18.51

25.0* 

19.*6

Carbonate & bicarbonate 

fcOj+HCO,)

4.00

4.40

3.60 

*.*0

5.20

3.20

4.80

3.60

4.00

5.60 

4.80

4.80

4.80

*.*0

3.60

4.00

4.00 *.oo

*.oo

4.00

4.00

4.00

3.60 3.60

4.00

3.60 3.60

4.00

4.00 

3.60 3.60

4.00

3.60 

3.20

3.20

3.60

5.60

3.60

3.20

3.20

5.20 

4.00

4.00

8. SO

4.60

*.*0 

*.80

Sulphate

(SOU)

9.70

10.00

10.60 

9.80

10.60

10.50

9.00

12.50

11.20

11.10 

8.80

s.go

9.20

8.90

10.50

9.00

9.40

10.SO

10.20

9.70

10.50

11.80

12.70

10.20

7.60

9.90

12.50

11.00 11.30 13.20

9.40

10.40

8.90 

11.80

8.40

8.90

6.60

7.99

9.90

7.65

10$

5.63

3.58

s.*3

10.51 

8.53

Chloride

(CD

17.20

18.*0

20.80 

18.80

22.40

22. *0

23.60

24.00

2*.*0

22.00 

14.80

14.80

19.20

16.00

21.20

17.60

20.00

22.*0

24.80

23.60

24.00

32.00

36.00

38.00

16.80

25.20

34.80

25.20

24.00

33.60

18.00

28.80

16.80 

26.80

16.00

18.00

13.20

15.60

23.20

12.80

18.00 

25.20

8.00

12.80

15.60

20.40 

1*.80

Nitrate

(HOj)

_-

__

_

~~

~

__

_

_

_

~

~

_

_

_

~

-

I

(50)
The Rio Grande at Tort Quit man, Tex. 

- I*-

atory 

So.

385

386

387 

398

399 Uoo

1*01

1*02

1*03

UoU

1*29

U30

507

508 509

510

511

512 513

511*

515

516

5*1

5U2

5*3

592

593

59*

7*85

7U86

750S

7509

7656

7610

7611

7612

7657

7727

7763

77 6U

782U

7825

7826

7923

792U

Date 

of 

Sanple

HOT. U

11

18

25

D a. 2

9

16

23

30 

1931

Jan. 6

" 13

" 20

Teb. 3

" 10

" 17

" 23

Mar. 3

« 10

' 17

" 31

Apr. 15

 a

" 28

«ay 5

" 12

l ig

» 26

June 2

" 9

« 16

" 23

« 30

July 7

« 1U

» a

" 28

Aug. 1*

" 9

" IS

" 25

Sept. 1

' 8

" 15

» 22

 29

Ho. of 

Samples

1

1

1 

i

1

1

1

1

1

1

1

1 

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

X

1

1

1

1

1

1

1

1

1

1

1

1

Discharge 

c.f.a.

25

*23

300 

381

307 350

285

U6S 276

23*

au

205 176

171

1*17

321

233

352

163

138

177

110

152

203

229

185

112

157

150

li*9

109

335

873

611

300

106

57*

361

1UU

916

238

307

75*

U58

1*71*

258

208

Conductance 

KO.CP

327

272

332 

312

308

308

308

278

327

365

338

353 

377

352

247

205

271

as

290 329

370

1*10

U07

339

330

383

1*06

352

609

335 Use

37*

a; 26U

301

2U9

256

365

190

273

160

172

2Ul

2UO

287

316

EDS. 

Tens 

per 

acra 

fcot

2.9*

2.U6

2.97 

2.58

2.66

2.6U

2.62

2.3*

2.77

3.07

2.99

3-07 

3.26

3-15

2.36

1.99

2.66

2.07

2.61

3.13

3.57

3.95

3.81

3.23

3.09

3.70

3.93

3.15

3.75

2.91

3.87

3-30

1.86

2.3*

2.79

3.85

2.21

2.36

3.3*

1.86

2.1*0

1.1*2

1.57

2.1U

2.15

2.71

3.1*

Boron 

Ppm

_

"

-

_

_-

_

 .

- 

_

_

_

_

_

_

__

~

pH.

__

_

"""

~

I

_

_-

 .

_

_

_

_

--

__

 -

Percent

Sodium

61

55

62

60

63

61

60

61

62

67

69 

67

6U

60

59

60

60

60

62

62

62

63

176U

67

6U

67

62

6U

59

59

58

6U

60

63

60

59

60

59

59

56

5U

57

57

59

62

Percent 

Chloride

58

55

55

56

57

53

57

58

58

59 

60

60

5*

51

58

53

57

60

62

65

65

6061

62

61*

6U

67

62

65

63

50

iiDO

53

53

6U

U6

55

50

U6

52

51

55

57

Mill

Calcl- 

(Ca)

9.90

9.00 "*M

9.60

8.75

9.15

8.1*0

9.*5

10.95

9.75

S.55

7.95

5.55

8.10

6.30

8.55

9.30

10.50

12.15

12.00

6.30 9.30

9.75

11.10

9.00

11.25

6.85

11.65

10.75

6.25 7.65

9.15

10.82

7-65

7.85

10.08

6.00 8.32

5.18

6.10

7«*3

7.U2

8.65

Sitin

(Mg)

3.U6

3.*6

303

3.33

3.20

3.20

2.9U

3.58

3-58

2.05

2.18

2.56

5.12

3.U6

4.22

3.97

3.58

4.22

U.7U

U.7U

5.50

5.25

2.56

U.10

U.61

5.89

3.97

6.02

*-35

6.00

U.7U

2.73

1.98

3.16

U.72

2.UU

2.77

U.17

1.99

3.05

1.81

2.01

3.22

3.1U

3.25

9.07 1 3.1*

Sodi- 

(Ha)*

a. os

15.02

18.20 

19.38

19.3*

20.15

19. U2

16.90

20.28

23.25

23.51

25.08 

27. U3

2U.U3

17.50

lU.Ol

18. 3U

15.03

18.80

23.17

26.62

28.89

28.65

29.8*

23-73

28.81*

29.U8

25.92

27.76

23. 2U

25.17

22.12

12.50

17.32

18.68

26.U5

lU.go

1§.U2

21.32

11.33

16.30

8.90

9.69

13.89

1U.9S

17.69

19.66

uraivalent

Carbonate £ bicarbonate

U.OO

3.20

2.00 

U.60

U.60

U.20

U.60

U.60

U.60

5.20

U.UO

3.60 

U.80

U.UO

u.uo

U.OO

U.OO

u.oo

U.OO

U.UO

U.UO

U.UO

U.UO

6.00

U.UO

U.80

U.80

u.oo

3.60

3.60 3.30

3.50

3.90

U.Ue

3.90

2.60

U.OO

U.05

3-50

3.65

3.95

2.70

3.*5

3.85

3.95

3-95

3.85

i>er ]

Sulphate

10. UU

8.88

lO.Ul 

9.51

9.87

9.90

sieu

9.71

10.78

10.51

11.36 

10.99

10.90

8.91

7.89

8.81

7-71

9.57 io.ui

11.06

11.71*

11.50

9.50

9.93

11.60

12.07

10.09

11.U3

10.0U

11.79

10.35

6.85

8.12

10.16

11. 6U

7-71

8.09

9.13

6.78

8.5U

5.13

6.07

7.93

8.13

9.12

9.88

iter

Chloride

(Cl)

20.00

15.UO

19.60 

17.00

17.80

18.00

18.00

15.00

19.00

21.80

20.1*0

21.60 

2U.20

22.80

15.60

12.00

17.60

13.20

18.00

22.1*0

26.1*0

30.1*0

30.00

23.20

22.80

26.80

29.60 2U.eo

30.00

22. SO

27.71

23.76

10.73

1U.U3

16.93

27-75

13.28

13.90

22.9U

8.95

15.39

7.98

7.95

12.80

12.71

16.33

18.56

Hitrate

_

_..

_.

 '

_

_

_

_

_

_

.-

__

.02

T.

__

_

 .

_.

_

M__

T.

T.

.05

.01

.03

.03

T.

(5D
The Rio Grande at ?ort iuitman, Tax.

-5 -

Laboratory 

No.

7925

8005

8007 

3173

8igO

8316 

837*

8*73 

8557

8332

8838

893*

9155 9202 

9307

9537

960* 

9796

93oi 

9805

10002

10046

10128

10235 

10319 

10*32 

10*35 

10512

1055* 

10608

10682 

10821

10831

1039*

10922

11008

11055

11130 

11199

11227

Date 

of

Sample

Oct. 6

" 13

" 20

" 27 

Nor.

Dec.

193*

Jan. 

Feb.

March 

April

May

June

July

August 

Sept. 

Oct. 

NOT.

Dec.

1235.

Jan. 

Feb.

March 

April

ifay

June

July

August 

Sept. 

Oct. 

NOT.

Dec.

1936

Jan. 

Feb.

March 

April

May

June

July

August

Sept.

Oct. 

ROT.

Deo.

No. of 

les

1

1

1 

1 

*

5

* 

4

I

4

I

*

*

I

I

*

5

5

I

I

5

4

I

4

I

5

Discharge 

c.f.s.

300

1,433

295 

301 

226

2*9

135

H7

7!

90

70 

151

s100

90

77

20 

19

10

36 ,y>639

1,031 526

133 

193

183 

136

93.7 

34.03

110.7

112

55.*

123

594

317 

231

2*9

Conductance.. 

KxUP

320

132

313 

231 

316

28*

3*1 

250

270

*o6

335 335 

33*

fo

*29

39?

438 

54*

582 303

327

1*4 

20* 

207 

402 

323

360 

3&2

366 

427

330

365

372

286

249

33* 

371

*i

IDS. 

Tons 

per 

acre 

foot

2.90

1.20

2.79 

2.*9 

2.81

2.43

2.99

2.38

3^63

2.91

3.36

2.97

*.22 

3.9*

3.30

3.51 

3.52

t.*9 

*.97

5.23 

2.50

2.78

1.2*

1.79 

1.75 

3.51 

2.33

3.19 

3.16

3.13 

3.77

3.3<

3.13

3.21

2.51

2.10

2.97 3.26

2.98

Boron 

Ppm

--

.30

.30 

.23

.23 .39

.31 3

*41

% 55 

 33

 32

 27 

 35 

 32

.36 

.27

&

 3*

 37

.20

31

27

PH.

7^3

3.2

j'l

7.9 

7.9

7.7

7.8

3.2

3.1 

7.3 

7-j 

7-6

7.3

1*

3.0 

3.0

7.5

7.7

3.1 

7.7 

7.7 

3.2 

7.9

3.0

3.2

7.6 

3.1

7«6

7.3

7.*

3.1

8.0

7-7

7.9

Percent 

Sodium

62

61

62

6162

5*

61

62

6*

62

60

62 

60 

63

62

§

64

63

62

57 58 

66 

62 

60

60

60

60

62

61

60

57

61

60

Percent 

Chloride

53

ft

55

52

60

49

$

63

6l

63

P 

§

60 

60

64 

66

60

60

47 

5°

t 

56

57 5*

So 

62

61

61

62

60

52

57

58

55

Milligram ectui Talents per liter

Calcium

(Oa)

9.23

4.43

3.75 

8.07

9^17

9.07 

7.71

7.97 

11.18

12.17

10.67

9.5*

10.21

9.75 

12.32 

11.23 

ll.Sg

10.65 

10 .*3

13.67

14.03

14.97

3.22

8.57

9^15

10.50 

10.79

10.08 

11.99

10.85

9.93

10.29

8.24

7.66

9-77 

10.60

10.37

Magnesium

(Mg)

3.22

1.08

3-27 

3.16 

3.71

3.22

3.36 

5.33

3.02 

*.*5

3*75

*.73

3.99

*.36 

3.3? 

5.21

I"2!

I'M

6)22 

6.48

7-3* 

2.96

3.91

1.60 

2.33 

1.75

f?

*.05 

*.*5

4.25 

5.35

4.56

*.o6

*.i5

3.11

2.87

3.3*

4.26

3.78

Sodium

(Ba)

19.66

7.79

19.51 

17.36 

19.76

16.57

20.91 

13.26

16.72 

25.1*

27.38

25.09

20.02

23.92 

20.63

2&!90

25.05 25.17 30.79

35.4o

37-1* 

18 .*3

19.80

7.82 

11.64

13.*2

25.36 

19.59

22.16 

22.27

21.34 

26.45

23.58

22.4*

22.70

17.09

14.17

20.43 

22.8*

21.32

Carbonate & bicarbonate 

(COj+HCO^)

3.70

3.50

4.00 

3.35 

4.20

*.90

*.8l 

*.22

*.07

MO

3.29

2.95

£S

P5.23

4.03

*.0§

*!&2 

2.65

3.02

2.32 

3.*2

1.99 

4.03

*.&3* 

*.53*

3)5*

3.02

3.*i

3.21*

3.31*

*.l6

*.75

Sulphate

10.20

*»31

10.02 

9.36 

10.49

9.23

3.1* 

3.36

9.13 

11-79

11.43

11.69

10.38

11.23 

10.47 

13.29 

12.83 

12.57

12.18 

12.24

13.62 

14.91

15.33 

9.33

9.37

*.79 

6.91 

6.95 

11.97

10.14

11.09 

11.19

10.65 

12.43

11.56

11.20

10.72

8.32

3.10

10.63 

11.3*

11.28

Chloride

(Cl)

13.9*

6.19

17.30

3315.17

19.79 12.62

1*.*5 

25.55

27.45

25.9*

20.41

23.96 

19.39 

30.93 

28.27 

26.9*

2*.*5 

2*.2*

32.59

37.47 39.91 17.33

19.60

6.69

10.23 

11.40

2*.go

13.17

20.90 

21.60

21.81 

27.01

23.81

22.07

23.1*

17.04

13.05

19.42 

21.96

19.27

Nitrate

(NO,)

tr

tr

.03 

.01 

0

0

.0* 

tr

lob

.07

.05

.01 

.02 

.01 

.01 

.01

.01

.07

atr 

.02

.09

.05 

.05 

tr 

tr 

..04

.05 

.11

.05 

.02

.05

.11

tr

.05

.05

.11 

.0*

.05

(58)
OOKroOTABOE DHPSRMIHtTIOSS

In the San Luis Valley, Colorado, the townships and ranges as surveyed by the 

Seneral Land Office are not all numbered from the Hew Mexico principal meridian. There 

are 4 complete and Z partial townships in the east side of the valley referred to a 

private survey of the Luis Maria Baca Grant So. 4. Other townships east of the Bio 

Srande and south of the Baca Grant are in ranges numbered west from the sixth principal 

meridian and townships numbered south from the UOth parallel of latitude. -In order

Geological Survey, in describing the locations of the wells sampled in connection witL the present investigation, adopted a coordinate system of numbering for townships and ranges, using the conventional numbers for sections and an arbitrary letter 

designation for each >40 acres within the section. (For a more complete description of 

this system see Regional Planning; part 6: The Bio Qrande joint investigation in the 

upper Bio Orande Basin in Colorado, Sew Mexico, and Texas, 1936-37. toy the national 

Resources Committee, vol. 1, p. 240.) The field designations used by the Geological 

Survey are shown in parentheses in the first line of the description-of each location. 

Certain of the wells sampled in connection with the present investigation were established in 1931-32 by the State of lew Mexico. These wells were established in lines 

designated by letters and each well included in the line was designated by a number. 

Where these wells of the Hew Mexico investigation have been included in the sampling 

program of the present investigation, the line letter and well number are included in 

the parentheses following the field number used by the Oeological Survey.

(53)
San Luis Valley, Colorado, Surface Waters

(Conductance) 

_____Location and Description________

Bbte: In the following descriptions the discharges reported are based on measurements raade 

at the time of sampling. Except as otherwise noted, the samples and analyses are 

by the Geological Survey.

Streams:

5-1*3-12 Horth Crestone Creek near Crestone, Colo. 0*29).

Sec. 5, T.l*3»., E.12E., H.M.P.M.; 1-1/2 niles above Creatone in canyon. 

Discharges, c.f.a.! July 8, g.67; July 29, 35.6.

28-1-1 Ccttonwood Creek near Crestone, Colo. (1*30).

Sec. 2S, I.IK., E.1S., (Eaca Grant Surrey); at Cottonwood mining canp 6 miles south 

of Crestone. Discharges, c.f.E.; July 1, l*-36; July g, 3-72; July 29, 18,1.

23-30-72 Sangre de Cristo Creek near ?ort Oarland, Colo. (1*20).

Sec. 2J, T.30S., B.72W., Sixth Prin. Her.; at highway bridge 1-1/2 miles east of 

?ort Garland. Discharges, c.f.s.: July 9, 3.IS; July 15, l*.6g.

31-30-71 Trinchera Creek above Mountain Home Beserroir near Fort Sari and, Colo. 0*18).

Sec. 31, T.30S., B.71*., Sixth Prin. Her.; 1,000 fset above Mountain Home Beserroirj 

1» miles southeast of 7ort Garland. Discharges, c.f.s.: June 2^, 12.3; Jul7 10, 17.0.

5-31-73 Trinchera Creek below Smith Reservoir near Blanca, Colo. OU9).

Sec. 5, T.31S., B.73W., Sixth Frin. Mer.; 1 mile below Smith Reservoir in Rattlesnake 

Canyon 5 miles southwest of Blanca. Discharges, c.f.s.: June 2U, S.JO; July TO, 6.66.

35->72 Culebra Creek at San Luis, Colo. (U23).

Sec. 35, T.3H., B.72W., (Beaubien and Miranda Grant Surrey); 1 mile above concrete 

bridge at San Luis. Discharges, c.f.s.: June 23, 13.9; July 16, 126; July 22, 120.

7-U6-8 Kerber Creek near Tilla Grove, Colo. (^2S).

Sec. 7, T.U6F., B.SB., N.M.P.M.; at Ashley Eanch 10 miles west of Villa Orove 

Discharges, c.f.s.! June 29, 11.0; July 15, 8.1*9; July 20, 5.87.

11-1*5-6 Saguache Creek near Saguache, Colo. (1*27).

Sec. 11, T.HSH., H.SZ., H.H.P.M.; 10-1/2 miles northwest of Saguache. 

Discharges, c.f.a.: July 13, 58.0; July 20, 1*2.8.
San Lule Valley, Colorado, Surface Waters 

(Conductancs)

Date 

1916

7- 8

8- 5

9- 2

9-30

10-28

11-24

7- 1

7-29

8-26

9-23

10-21

11-18

7- 9

8- 3 

9- 2

9-30 

10-28

11-25

6-24

7-30

8-26

9-23 

10-21

11-18

6-24

7-30

8-26

9-23

10-21

11-18

6-23

7-22 

8-19

9-16

10-14

11-11

6-29

7-27

8-24

9-21

10-19

11-23

6-29

8- 3

8-31

9-28

10-26

11-30

Q.H.

0.95

2.21

1.10

0.83

0.82

0.78

1.12

1.51

1.35

1.02

0.99

0.90

0.87

1.64

1.50 

1.55

1.51

0.1*7

0.45

0.48

0.1*7 

0.63

0.53

0.75

O.S3

1.12

0.1*0

1.32

1.52

O.U2

1.69 

1.18

0.76

o.st

L.13

1.70

1.53

1.80 1.56 1.52

1.59

0.89

0.83

0.75

0.71

0.50

KxlOS 

OEWS

9.1

6.9

8.3

9.9

9.8

10.1*

6.0

"*.9

5-7

6.7

6.1*

7.2

31.8*

23.6 

37-1

3t.6 

30.3

32.8

15-9

16.1*

15.1

16.5 

ll*. 1

13-5

33."*

31.2

24.8

35.8

27-9

28.2

22.4

21.5 

13.3

15.9

17.3

15-5

£0.3

35.1

22.2

27.9

30.9

32.3

12.2

12.3

11.9 13.2

it. 6

15.*

Date

iqi6

7-15

8-12

9-12

10- 7

11- 1*

12- 2

7- 8

8- 5

9- 2

9-30

10-28

11-21*

7-15

8-12 

9- 9

10- 8 

11- 4

12- 2

7-10

8- 5

9- 2

9-30 

10-28

11-25

7-10

8- 5

9-2

9-30

10-28

11-25

7- 1

7-27 

8-26

9-23

10-21

11-18

7- 6

8- 3

8-31

9-28

10-26

11-30

7-13

8-10

9- S

10- 5

11- 9

Q.H.

1.31

1.28

1.04

0.80

0.87

0.78

1.00

1.76

1.1*1

1.03

0.96

0.92

0.9*

1.32 

1.39

1.55 

1.1*9

2.00

0.1*5

0.86

0.1*9 0.51

0.59

0.37

0.76

0.72

1.80

0.1*4

1.51

1.23

0.61*

0.85

0.72 0.71

1.6l

1.97

1.70

1-59

1.58

1.50

0.80

0.91

0.61

0.6S

0.7l*

Kx!05

saw

7.8

8.0

s.s

9.8

10.0

10.1

6.1*

4.6

5.*

6.8

6.8

7-3

33.^

30.9 

39.2

33-6 

32.2

33-0

15.6*

14.0

15.1

16.6 

14.1

ll*. 5

33.7*

26.4

24.5

33.*

27.6

28.2

18.6

23.6 

13-5

14.2

is. 3

19.2

21.6

20.2

24.1

30.9

i31'?

53.4

12.8

12.3

12.5

13.6

14.0

Dats 

19^6

7-22

8-19

9-16

10-ll*

11-11

7-15

8-12

9-12

10-7 11- 1*

12-2

7-22

8-19 

9-16

10-11*

11-11

7-15

8-12

9- 9

10- 8

11- 1*

12- 2

7-15

8-12

9- 9

10- 8

11- 1*

12- 2

7-16

8-16 

9- 2

9-30

10-28

11-25

7-15

8-10

9- 8

10- 5

11- 9

7-20

8-17

9-1*

1O»12

11-16

Q.H.

1.1,7

1.0*

0.93

0.83

0.73

1.26

1.1*3

1.29

1.01

1.01

0.85

1.03

1.20 

1-31

1.53 

1.30

O.l*i

0.71*

0.1*6

0.52 

0.48

0.1*3

0.1*1

0.92

0.93

0.64

1.1*5

1.08

1.78

2.01 

1.01

0.86

0.76

0.73

2.03

1.66

1.56

1.69

0.66

0.73

1-59

0.60

0.53

Kxl05 

9S*°C

8.5

8.5

9.1

10.0

7.*

5.1* 5-*

5.8

6.7

7-0

7-3

3*.7

40.2

32.7 

31.8

16.1*

ll*.3 15.1 15.6 15.9 13.9

35.3

2l*.5

28.5

28.1

27-9

20.1*

25-3 

14.8

17-1

18.1

19-3

24.1

20.2

22.5

2S.9

33-7

12.6

ll.J

13.5

13-9

16.2

Date 

1<»6

7-29

8-26

9-23

10-21

11-18

7-22

8-19

9-16

10- ll*

11-11

7-30

8-26 

9-23

10-21 

11-18

7-22

8-19

9-16

10-11* 

11-11

7-22

8-19

9-16

10-lU

11-11

7-21

8-12 

9- 9

10- 8

11- 4

12- 2

7-20

8-17

9-14

10-12

11-16

7-27

8-24

9-21

10-19 11-23

G.H.

1.1*8

1.01

O.S4

0.85

0.74

1.03

1.35

1.15

1.02

0.90

1.28

1.04 

1.31

1.56 

1.33

0.37

0.60

0.4U

0.58

0.56

0.37

1.00

0.42

0.57

1.50

0.78

0.75

1.20

0.7*

1.56

1.86

1.61

1-53

1.49

0.53

0.76

0.58

0.57

0.55

foclO? 

&2VC

7.7

8.6

9.9

9.3

10.4

6.1

5-8

6.2

6.8 7.3

30.8 34.8 39.5

31.0 29.9

16.0

l*.5

15.2

15.5

14.3*

36.1 25.0 32.7

29.8

28.5*

20.8

13-3 

16.6

16.2

15.8

9.2

24.6

64.1 25.3

29.6

33-8

12.9

12.0

13.5

13.7

13-9

5-43-12

23-30-72

31-30-71

5-31-73

35-3-72

7-46-8

11-45-6

* Detailed analysis

(35)
San Lute Valley, Colorado, Surface Waters - 2 - 

(Conductance)

26-42-6 Carnero Creek near La Oarita, Colo. (426).

Sec. 26, T.42N., H.6Z., N.M.P.M.; at O'Dell Ranch 3 miles northweat of La Oarita. 

Discharges, c.f.s.: June 29. 9.81; July 6. U.35: July 13, ' 63! July 20, 10.2$.

10-41-6 La Garita Creek near La Oarita, Colo, 0*25).

Sec. 10, T.UlH., B.6E.. N.11.P.M.; Just below mouth of canyon, 4 miles southwest 

of La Sarlta. Discharges, c.f.s.: June 29, 10.8! July 6, 5.20! July 13,5,78; July 

20, 5.03.

8-Ul-l Bio Orande at Wason, Colo. (401).

HS1/U sec. 8, T.UlN., E.1E., N.M.P.M.; at Wason Biding 3 miles southeast of Creede.

30-40-5 Bio Orande near Del Horte, Colo.

Sec. 30, T.UOH., B.jl., N.M.P.M.; 6 niles west of Del Horte. Zero of gage ii 

7,982.21 feet above sea level. Samples by Colorado State Engineer; analyse! by 

U.S.B.F.I. Dischargee, c.f.s.: May 3, 237U; May 10, 1514.

24-39-7 Bio Grande near Monte Tiita, Colo. (402).

Sec. 2U, T.39S., H.7E., N.M.P.M.; at highway bridge Z mllei north of Monte Vista. 

Zero of gage IB 7,656,78 feet above iea level.

10-37-10 Bio Grande at Alamosa, Colo. (403).

Sec. 10, T.37N., E.10E., N.M.P.M.; 1/4 Bile northwest of city limits. Zero of 

gage is 7.533-66 feet above sea levsl.

Bio Grande above mouth of Trlnchera Creek near La Sausei, Oelo (UoU) 

Sec. 35. T.36H., B.11B., H.M.P.M.; 1/4 adle above mouth of Trinchera Creek. 

Dischargee, c.f.B.: July 13, 6.90; July 27,'3.lU.

22-33-11 Bio Grande near Lobatos, Colo.

Sec. 22, T.33N., B.11B., H.U.F.H.i 6 miles north of Colorado-Hew Meiico line and 

10 Biles east of Lobatos. Zero of gage is 7,426.79 feet above sea level. Sample! 

by Colorado State Engineer; analyses by U.S.B.P.I. Dischargee, c.f.i.: Hay 20, 

1791*; June 17, 117.

4-39-3 South Fork near South Fork, Colo. (405).

Sec. 4, T.39N., E.3E., N.ll.P.M.; 1-1/2 miles southwest of South Fork. Heareit tributary, Church Creek, enters 1/4 mile upstream. Zero of gage Is 8,221.79 feet above ssa level.

29-39-5 Pinos Creak near Del Horte, Colo. (406).

See. 29, T.39H., H.5E., N.11.P.M.; below fiennett Creek, 8 Biles louthweat of Del Horte. 

Discharge, c.f.B.: July 16, 11.73.

(56)
San Luis Valley, Colorado, Surface Waters - Z 

(Conductance)

Date

6-29 

7-27

g-24

9-21

10-19

11-23

6-29

8- 3 

8-31

9-28

10-26

11-30

6-23

8- 7

9- 4

9-26 

10-26

11-30

5- 3

5-31

6-28

6-30

8- 6

9- 4

10- 9

11- 6

12- 4

7-24

9- 1

9-26

11- 6

12- 4

7- 6

ti£9-28

10-26

11-23

5- 6

6-10

7-16

6-25

8-28

10- 1

10-29

11-27

6-29

8-13

9-17

10-15

11-13

G.H.

0.51 

0.11

0.80

0.34

0.29

0.14

0.43

003 

0.77

0.39

0.30

0.45

1.74

1.36

0)90 

0.52

0.36

3-03

3.13

2,04

0.72

1.80

1.23

0.76

1.29

1.12

0.83

0.53

0.43

1.30

1.87

0.87 

1.76

1.59

1-77

2.72

1.51

0.60

2.25

1-57

1.55

1.39

0.52

0.38

0.33

0.72

Kil05

17.9 

18.6

12.9

14.5

16.3

20.5

10.0

10.9 

17.8

9.6

12.1

13.8

7.2

9.1

7.3

9.2 

10.4

11.5

6.54

5.99

9.13

11.9

13.4

13.1

16.6

15.0

16.5*

22.3

40.4

40.2

18.6

18.7

85.3

66.0 

51.6

56.5

59.2

31.0

13.8

56.4

57.3

5.8

7.2

7.7

7.8

8.2

10.6

10.4

11.0

11.5

12.3

Date 

1916

7- 6 

g- 3

fr-31

9-28

10-26

11-30

7- 6

8-10 

9- 8

10-5

11- 9

7- 9

8-14

9-18

10- 4 

11- 2

5-10

6- 7

7- 5

7- 7

8-12

9-11

10-17

11-13

8- 1

9-4

10- 6

11-13

7-13

8- 8

8-31

10- 5

11- 2

11-30

5-14

6-17

7-29

7-23

9- 3

10-8

11- 5

12- 3

7-16

8-20

9-25

10-22

11-19

G.H.

0.39

0.365

0.76

0.34

0.29

0.29

0.50 

0.40

0.35

0.66

1.3*

0.99

£8

2.48

2.58

1.60

0.72 0.77

0.58

0.83

1.23

0.55

0.71

1-79

0.86

1.66 

1.49

1.82

1.45

1.67

2.45

1.06

0.55

1.42

2.48

1.50

1-75

1.84

0.34

0.67

0.32

0.22.

0.35

Kx!05 

*2[><> C

16.0 

16.7 13.8

14.6

16.9

19.1

10.4

16.2

9^7

13.3

7-9

8.3

8.2

10.1 

10.3

7.27

6.4o

8.76

11.7

12.7

ie!4

14.8

24.3

38.2

33-1

17.7

86.3

49-9 

63.5

53.3

63.1

32.1

24.3

64.7

54.5

7-6

5-5

7.5

7-4

7-7

11.4

10.7

Broken

12.2

11.5

Date

7-13 

8-10

9-14

10- 5

11- 9

7-13

8-17

9-14

10-12

11-16

7-17

8-21

9-25

10-13 

11- 9

5-17

6-14

7-12

7-22

8-20

9-18

10-24

11-20

8- 8

9-11

10-17

11-20

7-20

8-10 

9-14

10-12

11- 9

5-20

7- 2

5-27

8- 7

9-18

10-15

11-12

7-23

S-28

10- 1

10-29

11-27

G.H.

0-39 

0.65

0.40

0-37

0.26

0.29

0.38 

0.365

0.30

0.36

1.42

1.15

0.89

0.52 

0.24

3.04

2.65

2.26

0.98

0.62

0.44

0.75

1-27

2.08 0.51

0.52

1.95

0.87

2.23 

1.44

1-77

2.62

3.08

0.64

2.17

2.13

1.47

1.36

1.64

0.32

0.78

0.37

0.25

0.47

Kxl05 

K.VC

17.7 

14.3

14.0 15.9

20.1*

11-9

9.9 

9.6

10.6

11.6

10.3

7-9

8.5

10.4 

11.4

5-99

7.7*

7-90

11.8

13.6

13.7

16.6

13.8

19.3

36.5

35.2

16.6

93.0

39.3 

61.3

57.4

33.7

16.3

70.9

23.8

6.6

6.9

8.2 7.5

11-7

9.0

11.4

10.4

11.8

Date

7-20 

8-17

9- 8

10-12

11-16

7-20

8-24 

9-21

10-19

11-23

7-24

8-28

10-11

10-18 

11-16

5-24

6-21

7-26

8- 1

8-27

9-26

10-29

11-28

8-15

9-18

10-31

11-28

7-27

8-17 

9-21

10-19

11-16

6- 3

7- 8

8-13

9-25

10-22

11-19

8- 7

9- 3

10- 8

ll- 6

12-4

G.H.

0.42 

0.50

0.47

0.30

0.43

0.29

0.56 

0.3U

0.29

0.43

1.09

0.97

0.62

0.48 

0.40

3.12

2.26

1.03

0.75

0.64

0.51

0.64

1-39

0.61

0.43

0.40

2.02

0.86

1.46

1.41

1.71

1.7"+

1-95

0.56

1.74

1.45

1.58

0.6l

0.70

0.31

0.32

0.62

Kxl05 

 2"5°C

15.8 

14.6

13.6

16.3

18.2

10.8

9.1 

9.9

11.6

13.0

10.5

8.7

10.1

10.5 

10.5

5-59

10.1

10.9

13.4

14.7

15.8

16.4

15.4

36.0

39.2

40.2

17.4

76.0

57.8 

62.6

59.2

30.6

28.9

61.6

6.6

7.8

8.2

7.3

10.9

10.8

11.5

10.1

12.5

Index Ho.

26-42-6

10-41-6

8-41-1

30-40-5

24-39-7

10-37-10

35-36-11

22-33-11

4-39-3

29-39-5

Detailed analysis

(57)
3'»-33-7

San Luis Valley, Colorado, Surface Waters - 3 -

(Conductance ) 

_____Location and Description___________

36-38-6 Rock Oreek near Monte Vista, Colo. CW9).

SB 1/1» sec. 36, T.38H. , E.6l. , H.M.P.M. j 11 miles southwest of Monte Vista 

Discharges, c.f.s. ; June J9, 9. ?1+; July 23, 1». 92.

7-37-10 Book Creek near Alamosa, Colo. (1»10).

SKI/1* sec. 7, TOT1"., E.10E., H.M.P.M.; below Hickory Ditch £-1/2 miles west of

1-37-7 Spring Creek, south of Monte Vista, Colo. 0»10a).

See. 1, T.37H., E.7B., N.M.P.M.; 7 miles south of Monte Vista at bridge on 

Gunbarrel Head. Ho gage.

23-36-6 Alamosa Creek below Terrace Eeservoir 0»1>»).

Sec. £3,T.J6K., B.6E., N.M.P.M.; 1/2 mile below Terrace Reservoir. 

Discharges, c.f.s.: June JO, 212; July 23, 7^.3.

32-5U-7 La Jara Creek near Cajjulin, Colo. (1»15).

Seo. 32, T.3HH., E.7E., H.M.P.M.; 12 miles southwest of Capulin. 

Discharges, c.f.s.! June JO, 9.55; July 23, 3S.1.

6-35-10 La Jara Creek below Empire Canal near Sanfori, Colo. 0»l6).

Sec. 6, T.35H., E.10E., H.M.P.M.; 120 feet below diversion of Umpire Canal; 

3 miles north of Sanford, Colo.

Conejos Elver near Mogote, Oolo. (Usi).

Sec. 34, T.J3H., H.7E., H.M.P.M.; at Broils bridge 5 miles west of Mogote, Colo.

Discharges, c.f.s.: July 7, 124; July 28, 107.6.

2-35-11 Conejos River near La Sauses, North Channel. C»2?).

Sec. 2, T.35N., E.11E., H.M.P.M.; 50 feet below highway bridge; 1/2 mile above 

mouth. Discharges, c.f.s.: July 13, 108; July 27, 0.685.

3>*-32-8 LOB Pinos Kiver near Ortii C»2>0.

Seo. 3U, T.32H., E.SB., H.M.P.M.j 3 miles southwest of Ortiz. 

Discharges, c.f.s.: July 7, £8.3; July 28, 28,3.

(58)
San Luie Taller, Colorado, Surface Waters - 3 ' 

(Conductance)

Date

6-29

8- 7

9- 3

9-30

10-29

11-27

7- 7

8-25

9-22

10-20

11-17

7-20

10-19

6-30 8-13

9-10

10- 9

ll- 5

12- 3

6-30

8-13

9-10

10- 9

ll- 5

12- 3

ll

9- 1

9-29

10-27

11-24

7- 7

8-11

9- 9

10- 6

ll- 3

12- 1

7- 6

8- 3

8-31 

9-28

10-26

11-23

7- 7

8- 4

9- 1

9-29

10-27

11-25

O.H.

0.1*3

0.89

0.54

0.29 0.36

0.33

0.82

0.64

1.06

1.00

- "

2.58

2.37

2.25

1.70

1.74

1-75

1.59

1.46

1.72

1.97

1.88

0.74

0.80

2.49

2.45

2.08

1.91

1.94

2.11

1.75

1.76

0.25

0.63 

0.76 0.91

0.98

0.80

0.93

1.01

0.88

1.01

0.98

Sm

7.8

8.2

7-3

7-9

7.U

7.4

65.9

51.1

46.3

51.6

50.1

33.0

38.0

12.0

15.8

17.1

20.7

22.8

24.2

15.4

16.2

16.1

15-3

16.4

16.6

1*2.0

32.1

33.4

30.9

30.7

32.0

J' 5

6.2 7.3 7.5

8.5

8.2

22.1*

20.7

19.3 

17.6

17.1

16.3

8.1

11.1*

7.8

7.9

7.6

8.7

Date 

1916

7-16

8-13

9-10

10- 9

ll- 5

12- 3

7-15

9- 1

9-29

10-27

11-24

8-17

7-16

8-20

9-17

10-15

11-12

7-16

8-20

9-17

10-15

11-12

7-llt

8-11

9- 9

10- 7

ll- 3

12- 1

7-21

8-18

9-15

10-13

11-10

7-13

8-10

9- 8

10- 5

11- 2

11-30

7-14

8-11

9- 9

10- 6

ll- 3

12- 1

Q.H.

0.58

0.31

0.26

0.32

0.59

0.78

1.08

1.03

0.75

2.24

2.38

2.08

1.71

1-74

2.11

2.17

1.1*7

1-59

1.80

1.80

0.79

1.89

2.50

2.24

1-79

2.01

1.83

1.98

1.91

0.23

0.91

0.64 

0.96

1.05

0.96

0.88

0.78

1.03

1.88

1.26

KxlOS 

 2<5°C

7.0

7-5

6.9

7-3

7-5

7-3

50.2

56.5

106.0

54.6

50.2

24.0

14.8

16.7

18.3

21.6

22.9

10.6

16.9

15.9

16.4

16.1

42.4

24.6

30.9

32.7

30.1 31.9

7.7

7.5

7.6

7-5

8.1*

21.9

17.1

16.4 

16.1

14.8

16.2

8.7

8.4

8.4

7.4

9.9

8.2

Date 

1916

7-23

8-20

9-17

10-15

11-12

8-11

9-9

10- 6

ll- 3

12- 1

9-16

7-23

8-27

9-24

10-22

11-19

7-23

8-27

9-24

10-22 11-21

7-21

8-18

9-15

10-13

11-10

7-28

8-25

9-22

10-22

11-17

7-20

8-17

9-l4 

10-12

11- 9

7-21

8-18

9-15

10-13

11-10

Q.H.

0.29

1.00

0.30

0.26

0.30

0.95

0.6s

1.14

0.92

1.05

2.05

2.1*3

1.86 1.71 1.74

2.11

1.47

1.50

1.65

1-79

0.82

0.97 2.31

2.38

1.81

1-97

1.81

2.03

1.92

0.19 0.54

1.45 

0.97

1.06

0.76

0.83

0.74

0.93

0.84

9S^"C

7-1

13.1

6.8

7.8 7.5*

64.3

47.0

70.2

53.9

47.8

30.1*

15.6

17.1

19.9

21.5

23.0

10.6

16.3

15-9

iiie

36.1

32.7 30.9 30.5

31.2

7.8

7.4

7.8

7.4

7.9

22.3

19.7

19.0 

15.1

14.9*

8.6

8.9

8.4 7.9

8.2

Date 

1916

8- 1

8-27

9-24

10-22

11-19

8-18

9-15

10-13

11-10

11-13

8- 7

9- 3

9-30

10-29 11-27

8- 7

9- 3

9-30

10-29

11-27

7-29

8-25

9-22

10-20

11-17

8- U

9- 1

9-26

10-27

11-25

7-27

8-24

9-21 

10-19

11-16

7-28

8-25

9-22

10-20

11-17

Q.H.

0.41

0.50

0.25

0.19

0.35

0.79

0.6l

1.02

0.94

1.91

1.59

1.78

1.70

1.74

1.52

1.68

1.61

1.84

1.00

1.05

2.34

2.42

1-97

2.21

2.01

1.91

1.69

0.20

0.80

1.61 

0.89

1.02

0.80

0.79

0.75 1.325

0.86

Kxl05

6.8

7.4

7.8 7.7

7.0

59.6

48.0

57-3

52.2*

35-4

17-7

16.7

21.0

21.6

23-7

15-5

16.2

15.6 15.2

16.1

33.1

30.1

32.2

31-7

29.8

7-7

6.5

7-2

7.8

8.4

23.4

18.7 19.3

17.4

15-3

8.6

9.1

8.6

7.0

7.9

Index He

36-3^6

7-37-10

1-37-7

23-36-6

32-34-7

6-35-10

34-33-7

2-35-11

34-32-8

* Detailed analyste

(59)
San Luie Valley, Colorado, Surface Waters - 1* 

(Conductance) 

________Location and Description________

Drains:

20-U1*-10 Hall Drain, north of Moffat, Colo. (l*28a).

Sec.20, t.Ul*N., R.10B., H.M.P.M.; 3 miles north of Moffat, Colo., at well (6M19B1- 

X-21).

27-»*l-8 Oitson Drain near Center, Colo. 0*26a).

Sec. 27, T.lUN., R.SB., H.M.P.M.; 2-1/2 miles northeast of Center, Colo.. at well 

(10K27A1 D-ll).

19-1*0-11 Farmers Union Drain near Hooper, Colo. (^31).

Sec. 19, T.llQN., R.11B., H.M.P.M.; at county road crossing 6 miles southeast of 

Hooper. Discharges, c.f.e.: July 17, 0.1*1; July 2l*, 0.1*2; July 30, 0.97.

2l|-l*o-9 

20-1*0-10

20-1*0-10

26->*O-ll 

35-1*0-11

San Luie Valley Irrigation District Drain, South Fork, northwest of Mosca, Colo. (l*30a). 

Sec. 2^, T.UON., R.9E., H.K.P.M.; ^ miles northwest of Mosca, Colo.

San Luis Valley Irrigation District Drain, South Fork. (1*301>).

Sec. 20, T.U0H.. R.10E., H.M.P.M.; 3 miles northwest of Mosca, Colo., 1-1/2 milee

east of l*30a.

San Luie Valley Irrigation District Drain, North Fork. (l*30c).

Sec. 20, T.1*ON.. R.1CB., H.M.P.M.; 3 miles northwest of Mo sea, Colo., 1-1/2 milee

east of l*30a.

San Lui« Valley Irrigation District Drain near mouth. COB).

Sec. 3!* , T.UOH., R.11E., H.M.P.M.; afeout 1 mile west of San Luis Lake at bridge on

road to north end of lake.

San Luis Lake, north end. (1*33).

Sec. 26, T.UOH., R.11E., H.M.P.M.; at north end of San Luis Lake near well (11M26B1 R-2).

San Luis Lake, south end. (U^).

In HW1/1* of SW1/1* sec. J), T.UOS., R.11B., at south end of San Luis Lake near well

(11M35L S-l).

Rio (Jrande Drain near Monte Vista, Colo. OlQ7).

Center south line of sec. 3>*, T-39H., R.9E., N.M.P.M. ; aViut 9 miles east of Monte

Vista.

12-37-8 Bowen Drain near Monte Vista. Colo. (1*08).

Sec. 12, T.37N., R.gB., N.M.P.M.; 50 feet *elow siphon crossing of Bmpire Canal,

11 miles southeast of L'onte Vista.

26-38-9 Bowen Drain, at highway, 5 miles northwest of Alaaoaa, Colo.

Sec. 26, T.38W., R.9E., N.M.P.M.; 5 miles northwest of Alamo sa at highway -bridge.

NO. gage.

29-37-10 "aTerly Drain near Alamosa, Colo. (1*12).

Sec. 29, T.37N., R.10E., S.M.P.M. ; alwut 3 miles south of Alamosa, at highway 

crossing from Alamo sa to La Jara. No gage.

32-37-10 Carmel Drain near Alamosa, Colo. (1*11).

Sec. 32, T.37N., R.10B., N.M.P.M.; atout 2-1/2 miles south of Alamos*, at highway 

crossing from Alamoea to La Jara, Colo. No gage.
San Luis Valley, Colorado, Surface 'aters - 

(Conductance)

Date 

1916

8-21

8-18

7-17 

8-11* 

9-11 

10-16 

11-13

9-22

9-22

9-23

S-lU

8-14

9-2l*

7-2i* 

8-22 

9-16 

11-21

7- 7 

8-25 

9-29 

19-27 

11-2U

9-22

7-20 

S-25 

9-22 

10-20 

11-26

7-20 

8-25 

9-?2 

10-20

11-25

G.H.

--

--

l.ll* 

1.58 

L>*3 

1.78 

1.83

--

--

--

--

0.21

"

0.57 

0.1*9 

0.61* 

0.66

KxlOf 

82'50C

1*9.3

3"*-5

57-2 

56.2 

56.5 

1*1.1* 

1*0.2*

51.8

53-5

1*1.7

56.3

108

63.9

56.9 

33-6 

28.0 

28.9

92. 1** 

56.1* 

67.9 

59-5 

62.6

87.1*

158.1 

136 

157 

169 

186

161.3 

97.0

9^3 

91.1

Date 

19^6

11-19

11-18

7-2l* 

8-21 

9-18 

10-23 

11-21

11-19

11-19

11-19

9-2l*

9-2i*

11- ll*

7-27

S-27 9-26

11-10

7-15 

9- 9 

10- 6 

11- 3

12- 1

11-16

7-27 

9- 5 

9-29 

10-27 

11-25

7-27 

9- 5 

9-29 

10-27 

12- 2

G.H.

--

--

1.15 

1.1*2 

1.38 

1-79 

1-79

--

--

--

--

1.25

::

0.37 

0.60 

0.65 

0..63

"

BJLUP 

*25«0

6l.l

29.6

67.8

61.2

59.2 

39.6 

fc.7

If*. 2

1*6.6

39.8

1*6.5

101

97.2

52.1 

1*7.6 

28.9 

29.7

85.2 

61. l

67.7

59.3 

6U.8

89-7

132.1* 

96.0 

130 

160 

172

126.2 

92.9 

95-3 

93-6 

86.9

Date i<n6

7-30 

8-28 

10- 2 

10-30 

11-28

11- 9

11-23

8- 8 

9-U 

10-29 

12- 2

7-29 

9-15 

10-13 

11-10

8- 8

9- 9 

10- 6 

11-10 

12- 1

X- 8 

9- 9 

10- 6 

11-10

G.H.

 23 

 37 

.82 

.82 

 98

--

0.73

- -

0.6U 

o.Uo 

0.60 

0.6U

 

KxlO3 

«2>5eC

59.8 

60.9 

10*.0 

39.7 

39-5

39.8

78.2

29.8 

32.8 

27-5 

28.6

88.9 

60.2 

67.9 

6U.9

121* 

111 

161* 

168*

i6a

102 

88. 1 

8S.5

89.1*

Date 

1916

8- 8

9-1* 

10-10 

11- 6

12- 1*

8-12 

9-11

11- 7

8-11 

9-22 

10-20

11-17

8-15 

9-15 

10-13 

11-25

8-15

9-15 

10-13 

11-26

G.H.

2.18 

1.1*9 

1.80

1-79 

2.11

--

0.77 

0.39 

0.62 

0.66

- -

KzloS 

82«50C

58.7 

58.0 

1*1.5 

1*0.0 

39.3

32.5 

55.** 

29.2

83.0 

72.0

155 

127 

157 

162

108 

97. * 

86.0 

92.6

Index Ho.

20-lf*-10

27-1*1-8

19-1*0-11

2U-l*0-9

20-1*0-10

20-1*0-10

3U-UO-11

26-1*0-11

35-**0-il

3^39-9

12-37-8

26-38-9

29-37-10

32-37-10

* Detailed analysis (61)
San Luls Valley, Colorado, Surface Waters - 5 -

(Conductance) 

_______Location and Description__________

25-36-9 Morgan Drain near La Jara, Cola. OU3).

Sec. 25. T.36H.. R.9B., N.il.P.M.; about U miles north of La Jara, at higmay 

crossing between Alamoea and La Jara. No.gage.

8-35-10 La Jara Drain near Sanford, Colo. 0*17).

Sec. S, T.35N., R.10E., H.kl.P.U.; UoO feet above crossing of Empire Canal; 

S miles north of Sanford.

(62)
San Luia Valley, Colorado, Surface Waters - 5 - 

(Conduetanoe)

Date 

W56

7-27

9- 5

9-29

10-27

7- 7

8- U

9- 1

9-29

10-27 

11-2U

G.H.

..

- -

- -

. _

1.07

0.90

0.57

0.51+ 

o.Ug

KxloS 

e2"5°0

2U5-9

198 150 150

8H.6"

88.8

83.0

78,0

81,7 

81.1

Bate 

19-56

8- 6

9- 9

10- 6

11-10

7-lU

8-11

9- 9

10- 7

ll- 3 

IS- 1

G.H.

_ _

- -

- -

1,61

1.21

0.70 0.71

0.53 

0.49

Kx!05 

«2VC

205

222

1>A

168

77-9

80.0

81.7

8U.lt

80.7 

75.U

Date

jq^6

8-15

9-15

10-13

11-25

7-21

8-18

9-15

10-13

11-10

G.H.

_ _

- -

- -

1.33

1.02

0.70

0.58

0-53

Kx!05 

*2"5°C

226

21*0

126

162

68.6

78.0

82.U

81.7.

82.0

Date i<n6

S-25

9-22

10-20

12- 1

7-29

8-25

9-22

10-20

11-17

G.H.

..

- -

- -

1.17

1.03

0.67

0.52

0.51

Kx!05 

O£<i0C

151

219

lU3

165

87.1

79.8

76.7

80.8

75.8

25-36-9

8-35-10

Detailed analysis 

82343 O 38 S

(63)
32-115-10 

26-lrt-S

i-irt-9 

4-44-9

1-43-S

4-43-S

San Luis Valley, Colorado, around Waters

(Conductance) 

____Location and Description______

Vote: The elevations in the following lilt are referred to sea level datum. Those given 

for the wells established Ijy the States of Colorado and lew Mexico are from 

traverses *y the engineers of those States, adjusted by the Oeological Survey to 

conform to the 1929 Oeneral Adjustment of the first Order Level let. The other 

elevations and the samples and analyses are Ijy the Geological Survey.

Shallow well (5»R2KL X-25)

In SWlA of SWlA see. 32, T.45N, R.IOE. Elev. H.P. 7,624.7! ft.

Shallow well (6K26E1)

In SW1/4 of NWlA sec. 26, T.44N, R.gE. Temp. 7-22, 57.5'F.

Shallow well (&L1D1)

In °f see. * T.44N, R.9E. Temp. 7-22,

Slasco well

In HWlA of NElA sec. 4, T.44N, R.JS. Depth 19.5 ft.; diam. 6 ft.x 6 ft. Not artesia

Temp. 7-22, 55°?.

19-44-9

2S'-44-9

3-44-10

6-1)4-10

7-14-10

ig-44-io

19-44-10

26-44-10

30-44-10

31-44-10

31-44-11

Shallow well (6L19H1) 

In SElA of HElA see. 1?, T.44N, R.9E.

Shallow well (6L2&J1) 

In SWlA °f SW1/4 sec. 2g, T.44N, R.9E.

Shallow well (&1KB1) 

In NWlA of HS1/5 sec. 3, T.44N, R.IOE.

Shallow well (6u6Rl X-24) 

In SElA of SEl/4). sec. 6, T.44N, H.IOE. Elev. H.P. 7,610.3* ft. Temp. 7-22, 5&.5'F.

Shallow well (6M7R1 X-23) 

In SElA of SElA «= 7, T.44N, R.IOE. Elev. H.P. 7,59^-75 ft.

Shallow well (6M19A1 3C-22) 

In BElA of HEl/t sec. 19, T.44N, R.IOE. Elev. R.P. 7,5*9.46 ft. Temp. 7-22, 53'F.

Shallow well (&M19R1) X-21) 

In SElA of SElA sec. 19, T.44H, R.IOE. Elev. H.P. 7,5*0.47 ft. Temp. 7-22, ol'F.

Shallow well (6X2&H) 

In NWlA of SWlA »ec. 26, T.44N, H.10E.

Shallow well (6lROHl X-20) 

In SElA of SElA sec. 30, T.44N, H.IOE. Elev. H.p. 7,574.20 ft. Temp. 7-21, 5^'F.

Shallow well (&M31H1 X-19) 

In SElA of SElA sec. 31, T.44N, R.IOE. Elev. H.p. 7, 566.69 ft. Temp. 7-22, 57'F.

Shallow well (6K31D1) 

In HWlA of NWlA sec. 31, T.44N, R.11E.

ShaUow we 11 (7K1R1 E-8!)

In SElA of SElA sec. 1, T.43N, R.*E. Eley. H.P. 7,579.89 ft.

Shallow well (7EUI1 E-9)

In SWlA of S«lA sec. 1, T.43H, H.SE. Elev. R.P. 7,58l».9T ?* 

Shallow well (TKJNl E-ll)

In SWlA of SWlA sec. 3, T.43N, R.«E. Elev. R.P. 7,597,31 ft.

Shallow well (TKftNl 1-12)

In StQ/t of S»lA see. 4, T.43N, H.SE. Elev. R.P. 7,602.99 ft.

(64)
San Luis Valley, Colorado, Ground Waters 

(Conductance)

Date 

19>

7-22

7-22

7-22

7-22

11-20

11-20

7-22

7-22

9-19

7-22

7-22

4-6

4-21

7-22

4-6

7-21

7-21

7-21

9-19

Sler. 

W.8.

7619.45

7605.93

7594.54

75«5 -K

7576.10

7569.21

7561.17

7575-53

7580.88

7593- 3*

7593.10

Bcl03 

025'C

no 

water

46.4*

*2.«

2(5.5

101.0

62.7

76.5

86.4

106.0

109.0

303.0

333-o

114.0

174.0

45.6

69.7

72.0

S4.0

if 6.0

Date 

19>

9-19

9-19

9-19

9-19

9-19

9-19

11-19

8-21

8-21

9-18

9-19

9-19

9-18

9-19

11-20

9-19

11-20

BleT. 

W.S.

7619.S5

7605.3*

759* .«

75«4.44

7576-53

7569.50

7561. 44

7575.W

T$zM

75^-°5

7601 .oc

Bd05

025 'C

95.2

75-2

6f.o

26 A

iM.o

90.7

ifo.o*

90 A

326.0

273.0

107.0

1^7.0

3«-3

79-5

77-6

to.o

155.0*

Date 

1^6

u-ig

11-20

11-20

11-20

11-20

u-ig

9-19

9-19

11-19

11-19

11-19

11-19

11-20

11-20

BleT. 

W.S.

7620.52

7606.65

75«f.s6

7576.57

7570.11

7562.1f3

7576.81

75911. 1&

BcloS 

S25'C

s6.if

U2.0

^7.2

29.9

232.0

89-7

92.0

320.0

221.0

109.0

iW.o

79-9

60.6

^7.0

Date 

1936

11-19

11-13

Bier. 

W.S.

7585.10

7577.74

BclOS

a2^.c

89.6

312.0

Index No.

32-45-10

26-W-d

1-44-9

4-44-g

19-44-9

2«-44-g

3-i|4-io

6-44-10

7-44-10

ig-44-10

19-44-10

26-44-10

30-44-10

31-44-10

31-44-11

1-43-4

1-43-4

3-43-4

4-43-4

'Detailed analysis

(65)
San Luis Valley, Colorado, Ground Waters - 2 -

( Conductance ) 

Location and Description _____

Shallow well ( 7K&KL E-l1))

In SWlA °f SWl/lt see. 6, T.1»3N, H.*E. Elev. H.P. 7,63^.17 ft.

Shallow wall (7K7A1 E-13)

In HE1/4 of HEL/4 see. 7, T.^3H, H.*E. Elev. R.P. 7,610.65 ft. Flowing well 30 ft. east.

Shallow well (7K10A1 E-lO)

In KE1/4 of HEl/J see. 10, lA^S, H.gE. Elev. R.P. 7,591.1!* ft.

16-43-g Shallow well

In SEl/lt of SEl/lt sec. 16, T.'JJN, H.gE. l&ap. 7-21, .

25-^3-* Shallow well (7K25A1)

In HElA °f HElA see. 25, T.I)-3H, R.gE.

Shallow well (7K30D1)

In HWlA of NW1/5 sec. 30, TA3N, H.gE. KLev. 3. P. 7, ^. 96 ft. Temp. 7-21, 67°?.

33-^3-g Shallow well

In SElA of SE1/5 see. 33, T.1)-3N, R.^E. Temp. 7-21, 57°F. ; 9-19, 62'F.

1-^3-9 Shallow well (7L1H1 E-2)

In SE1/I of SElA see. 1, T.43N, 3.9E. Elev. H.P. 7,55^,89 ft.

2-^3-9 Shallow well (7L2R1 E-3)

In SE1/4 of SE1/4 sec. 2, T.1)-3N, H.9E. Elev. R.P. 7,567.0!* ft.

3-43-9 Shallow well (TLTRl E-4)

In SE1/4 of SElA sec. 3, T.iJ3N, H.gi. Elev. R.P. 7,563.50 ft.

1)^3-9 Shallow wen (7_tal E-5)

In SElA °f SElA sec. 1)-, T.^N, H.gE. Elev. H.P. 7,566.69 ft.

5-^3-9 Shallow we 11 (7L5R1 E-6)

In SElA of SE1/4 sec. 5, TtAyi, H.gs. Elev. R.P. 7,571.10 ft.

7-^3-9 Shallow well (7L7A1 E-7)

In NElA of NEl/i see. 7, T.^, R.9E. Elev. H.P. 7,57^.26 ft.

22-^3-9 Shallow well (7L22C1)

B»l/^ sec. 22, T.^3N, H.9E.

5->l-3-10 Shallow wall (TMJNl E-l, F-l, X-lg )

In SfflA of SW1/5 see. 5, T. 1)-^, H.10E. Kiev. H.P. 7,560.2^ ft.

5-^3-10 Shallow wall (7M5H1 F-2)

In SElA of SEl/f see. 5, f.^JK, R.10E. Elev. H.P. 7,559.93 ft. Temp. 11-6,

«-^3-10 Shallow well (7MSKL X-l?)

In SE1/J of SE1/I see. $, T.ll^H, H.10E. Elev. H.P. 7,555-^5 ft.

10->|.3-10 Shallow well (7M10D1 F-3)

In NWlA of NWlA see. 10, f.ifya, R.10E. Elev. H.P. 7,559-33 ft.

10-^3-10 Shallow well (7M10H1 F-1H

In SEl/t of NE1/4 see. 10, T.1J3N, R.10E. Elev. H.P. 7,560.35 ft.

11-^3-10 Shallow well (7M11H1 F-5)

In SEl/t of NEl/t see. 11, T.^N, H.10E. Elev. R.P. 7,571.07 ft.

12-43-10 Shallow well ( 7M12A1 F-6)

In HElA of NElA sec. 12, T.^, H.10E. Elev. R.P. "J^jAj ft.

(66)
San Luis Valley, Colorado, Ground Waters - 2 - 

(Conductance)

Date

7-21

7-21

9-19

7-21

11-13

7-21

7-21

3-6

7-21

7-21

7-21

11-20

7-21

7-21

7-21

7-23

7-23

7-23

7-23

7-23

7-23

Elev. 

W.S.

7629.91

7606.67

7536.81

7534.20

7555-76

7560.95

7556.93

7560.27

7564-32

7563.22

7553-7^

7553-03

7543.22

7552-93

7554.52

7566.20

7533.15

 l

114.0

150.0

92.5

69-3

70.3

54.0

97-6

251.0

57.6

23.0

52.1

75.3

69-7

34.3

l4o.o

96.6

162.0

53.2

76.0

30.3

57.4

Date 

1936

3-24

9-19

11-20

9-19

9-19

9-19

9-19

11-20

11-20

9-19

9-19

9-13

9-13

11-19

9-13

9-13

9-13

9-13

Elev. 

W.S.

7630.79

7607.62

75*7.31

7533.17

7555-60

7561.82

7561.71

7559.99

756^-30

7554.53

7552.33

7543.55

7552.96

7555.50

7566.33

75*3-7*

925'C

152.0

417.0

31.0

73-2

71.4

97-2

226.0

61.3

16.4

57.3

6*.2

96.9

116.0

250.0

53.5

171.0

30.3

113.0

Date 

1936

9-19

11-20

11-20

11-17

11-17

11-20

11-20

11-20

11-19

11-6

11-19

11-19

11-19

11-19

Elev. 

W.S.

7630.71

7603.15

7532.71

7556.19

7559.90

756*.*

7555-10

7553.20

7553.76

7555.35

7563.00

7534.43

£S

159.0

4l3.o

99-9

no 

water

103.0

193.0

51.3*

50.0

37.7

75-7*

56.2

147.0

25-1

96.7

Date 

1936

11-20

Elev. 

W.S.

7632.26

&105

147.0

Index No.

6-43-3

7-43-3

10-43-3

16^43-3

25-43-3

30-43-3

33-43-3

1-43-9

2-43-9

3-43-9

4-43-9

5-43-9 

7-43-9

22-43-9

5-43-10

5-43-10

3-43-10

10-43-10

10-43-10

11-43-10

12-43-10

*Detai]jed analysis

(67)
Index Ho.

San Luis Valley, Colorado, Ground Waters - 3 -

(Conductance) 

_______Location and Description__________

27-1*3-10

29-43-10

g-43-11

10-^3-11

1-42-7

10-42-7

22-42-7

25-42-7 

34-42-7

12-42-^

24-42-3

27-42-9

33-42-9

36-42-9

2-42-10

5-42-10

5-42-10

g -42-10

14-42-10

17-42-10

20-42-10-

ShaUow well

Shallow well (7142701)

In HE1/4 of HWlA sec. 27, T.43H, B.10E. Elev. H.P. 7,547.47 «.

Shallow well (7M29L1 Z-l4)

In HElA of SW1/4 sec. 29, TAjS, H.10E. Elev. H.P. 7,544.01 ft.

 T-7) 

c. t, T.43N, H.11E. Elev. H.P. 7,60^.43 ft.

Shallow well (yNlORl)

In SEl/% of SE1/4 sec. 10, 1AJS, H.11E. leap. 11-6, 50«F.

ShaUow well (gjlRl)

In SElA of SE1/4 see. 1, T.42N, H.7E. Elev. H.P. 7,595-2? ft. Tanp. 7-21, 62«F.; 9-19, oOT.

Shallow well (9J1001)

In HEl/% of fflfl/% sec. 10, T.42N, 8.7^. 4 ft. z 4 ft., 11 ft. deep.

L. 0. Dappin well (9J22C1)

In MEl/% of NWl/% sec. 22, T.42N, H.7E. Depth 3^ ft.; diaa. l6 in. Hot artesian.

Tamp. 7-21, -51T.; 9-19, 59«F.

Shallow well (9125*1)

In HE1/4 of MEl/t sec. 25, T.42N, H.7JS. Elev. H.p. 7,613.69 ft. Temp. 9-19, 64°r.

0. D. Wadsworth well (gJ34El)

In SWl/t of NWl/% sec. 34, T.42N, H.7E. Depth 1? ft.; diam. 4 ft. z 4 ft. Hot artesian.

Temp. 7-21, 63**.; 9-l£, %'t.

Shallow well (9KL2A1)

In SEO./4 of MEl/% sec. 12, T.42N, H.^E.

ShaUow well (9K24H1)

In SE1/4 of HEl/f sec. 24, T.42H, H.^E.

Shallow well (9L27A1)

In KE1/4 of MElA sec. 27, T.42H, H.gE.

ShaUow well (9LJ3P1)

In SElA of SW1/5 sac. 33, T.42N, B.9E.

Shallow well (gLjDNl)

In SW1/4 of SWl/f sec. 36, T.42N, H.gE.

ShaUow well (9M201)

In NEl/% of NW1/J sec. 2, T.42H, H.10E. Elev. H.P. 7,539.37 ft.

Shallow well (giRBl 1-13)

In NWlA of MElA sec. 5, T.42H, H.10E. Elev. H.p. 7,541.96 ft.

ShaUow well (ojFjKL 1-12)

In NWl/% of SE1/4 sac. 5, T.42N, B.10E. Elev. H.P; 7, 5^2. 34 ft.

Shallow wen (9MJJ1 X-ll)

In BElA of SEl/( see. i, T.42N, H.10E. Elev. R.P. 7,541.29 ft.

Shallow well (91O.4H1)

In SE1/4 of MEl/f sec. 14, T.1»2N, H.10E.

ShaUow wall (910.711 Z-10)

In-HEl/% of SEl/% sac. 17, T.42N, R.10E. Elev. R.P. 7,537-^9 ft.

Shallow well (9M20J1 Z-9)

In NEl/% of SE1/4 sec. 20, T.42N, R.10E. Elev. R.P. 7,539-62 ft.

(6s)
San Luls Valley, Colorado, Ground Waters - 3 " 

(Conductance)

Date 

1<R6

11-ig

11-19

7-23

7-23

7-21

7-21

7-21

<-5

7-21

7-20

7-20

9-17

11-lg

11-llj

7-22

11-19

11-19

7-23

7-22

7-23

7-25

Elev. 

W.S.

7539-79

7534.*

7601.24

7592.16

7610.2^

7532.79

7532.13

7531.1*5

7536.86

7532.90

7533-35

sio5

02VC

79.6

102.0

74.6

33.6

44.7

60.8

27.1

68.9

41.3

123.0

95.0

518.0

213.0

115.0

i4i.o

72.7

88.0

71-3

96.5

145.5

201.0

Date 

W?6

9-W

9-18

9-19

9-19

9-19

9-19

9-18

9-17

11-lS

U-lg

9-18

11-19

11-19

9-W

9-18

Slev. 

W.S.

7601.96

7592.24

7610.23

7533 -9«

7532.86

7533-21

7534.7*

Etio5 

eas'C

56.1

32.0

^9-3

84.4

32.6

72-9

34.1

111.0

71.4

694

142.0

82.3

105.0

i4g.o

223.0

Date 

1936

11-19

11-6

11-17

11-17

11-17

11-13

11-17

11-1«

11-19

11-19

11-19

Blev. 

W.S.

7602.32

7593-^5

7611.56

7534.49

7533-35

7534.67

BtioS

92>i'C

49.9

37-4*

4o.8

64.6

37-5

85.5*

32 .g

167.0

134.0

153.0

27* .0

Data 

19^6

11-17

Blev. 

W.S.

7611.68

Kxlo5 

025-C ^

70.9

Index Ho.

27-43-10

29-43-10

8-43-11

10-43-11

1-42-7

10-42-7

22-42-7

25-42-7

34-42-7

12-42-8

24-42-8

27-42-9

33-42-9

36-42-9

2-42-10

5-42-10

5-42-10

8-42-10

14T42-10

17-42-10

20-42-10

'Detailed analysis

(69)
Indez Bb.

San tula Valley, Colorado, Ground Waters - U 

(Conductance) 

__ Location and Description_________

32-Ue-io

32-U2-10

26-1-1

27-1-1 

25-1-1 

30-1-1

27-iu-7

33-1*1-7

12-4l-g 

16-41-1* 

21-iu-i

20-41-9

26-iu-g

27-^1-9

23-41-9

30-41-9

Shallow well (9M32A1- 

In HE1/U of JBl/U sec

-X-S) 

32, T.U2B, B.10S. Blev. E.P. 7,538.75

Shallow well (9K32E1 X-7)

In SE1/U of SKL/U sec. 32, T.U2IT, E.10E. lev. E.P. 7.5140.S2 ft.

San Luis Valley Land & Cattle Co. Artesian well (9H26L1)

In HEl/k of Sffl/U sec. 26, T. IS, E. 1W. (Baca Grant) Depth unknown. Disch. 5 gpm, estimated.

Temp. 11-13, 73°I'.

Shallow well (9H27Q1 O.S.G.S. 96)

In SW1/U of SB1/U sec. 27, T. IS, E.1W. (Baca Srant)

Shallow well (9N29P1 U.S.G.S. 95)

In SElA of SWIA sec. 29, T.1S, H.1W. (Baca Grant)

Shallow well (9Q30D1 U.S.G.S. 97)

In NWlA °t HH A sec. 30, T.1S, H.1E. (Baca Grant)

Ella Smith Artesian wall (lOJS/Al)

In NElA °t M-A sec. 27, T.41N, R.7B. Depth

Temp. 7-22, 53°F.; 9-lg, 52«F.

L. M. Gardner estate Artesian well (10J2SA1)

In NBlA of NElA sec. Si, T.41N, E.7E. Depth 135 ft'! dim - 2 inTens). 7-22, 50.5«F.; <)-lA, 50«F.

Claude Buroket well (10J33N1)

in swiA °f swiA »eo. 33, T.IUN, 8.7

Temp. 7-17, 51*F.; 9-17, 5«°F.

Shallow well (10K12A1)

In SElA of SElA sets. 12, T.41N, H.g

ft.; diam. 2 in. JJisch. 2 gpm.

11.5 ft. deep. Elev. R.P. 7,720.1g ft.

Shallow well (10EL6A1)

In NEl/t of HEl/). sec. 16, T.lUN, H.«E. Temp. 7-21, 62 eF.

Shallow well (10K21H1 D-12)

In SElA of SEaA sec. 21, T.IHN, H.«E. Elev. E.P. 7,622.57 ft.

Shallow wall (10E23R1 D-10)

In SEl/f of SElA »ec. 23, T.lUH, E.gJ. ElleT. R.P. 7,6o4.5« ft.

Shallow well ( 10E27A1 D-ll )

In NEl/f of NE1/1). sec. 27, T.lUH, H.gE. Elev. H.P. 7,612.76 ft. Temp. &-1& , 55°F.

Shallow well (10L14D1)

In OTO.A of Mil A sec. 14, T.lUN, H.gE.

Shallow weU (10L20H1 0-7)

In SEl/t of SBlA »<"= 20, T.lUN,

Shallow well (10L26A1 D-4)

In NElA of KELA sac. 26, T.lUN,

Elev. H.P. 7,531.^3 ft. 

EleT. H.P. 7,563.32 ft.

Shellow well (10L27A1 0-5)

In NElA °f NElA »eo. 27, T.lUN, H.9E. Elev. R.P. 7,569.^3 ft. Temp. g-H, &5°F.

Shallow well (10L2gAl D-6)

In NH./4 of NElA sec - 2g i T.'flN, H.9E. Elev. R.P. 7,573.6^ ft.

Shallow weU ( 10L3aAl D-^ )

In SElA of HElA see. 30, T.lUN, H.gE. Eley. E.P. 7,5^^.45 ft.

(70)
San Lola Valley, Colorado, Ground 

(Conductance)

Date 

1936

7-23

7-21

7-22

7-22

7-22

7-22

7-22

7-22

7-17

7-20

7-21

7-20

7-20

7-20

9-17

7-20

7-20

7-20

7-20

7-20

EleT. 

W.S.

7534.60

7535-96

7712.92

7601.56

7609.73

7577.43

7561.19

7566.52

7561.45

75^.5*

Kslo5 025.0

132.0

163.0

103.7

57'9

101.0

23.6

17.2

17.4

29.4

53.0

33.2

43.0

33.3

59.*

53.9

202.0

33.*

44.2

146.0

112.0

Date 

1<?T6

9-13

9-17

11-13

10-21

10-21

10-21

9-13

9-13

9-17

11-13

9-19

9-17

9-17

3-13

9-17

3-13

3-13

3-13

9-17

Elev. 

W.S.

7535.56

7536.99

7713.^

7617.14

7600 .1(.7

7609. 23

7573.10

7560 .33

7565.33

7561.70

75S5- 1*

Kslo5 1 925*0 1

137.0

113.0

109.0

33.1

73.7

32.3

20.5

15.5

#.9

61.6

33-9

39.0

39.6

52-3

154.0

97.6

52.3

236.0

5*-5

Date 

1936

11-19

11-19

11-16

11-16

11-16

10-14

11-16

11-17

11-13

11-13

9-17

11-13

9-17

9-17

9-17

11-13

Elev. 

W.S.

7535.35

7537.17

7712.59

7619.70

7601.6^

7609.20

757K.63

7560.09

7565.96

7561.63

75*5.47

£xlo5 a2<i«c

zoi.o

101.0

5* -3*

52.4

24.1

13.2*

27.7*

40.6

39-*

4S.2

51.6

135.0

96.5

5f$.«

261.0

70.0

Date 

1"R6

11-13

11-1«

11-1«

11-1«

Elev. 

W.S.

7609.6*

7559.59

7566.00

7561 .go

&io5 

ae^c

52.6

107.0*

50.9

179-0

Index No.

32-42-10

32-42-10

26-1-1

27-1-1

29-1-1

30-1-1

27-41-7

a«Ju-7

33-41-7

12-41-3

16-41-3

21-41-3

23JU-3

27-41-3

14-JU-9

20JH-9

26-41-9

27-41-9

23-41-9

30-41-9

*Detailed analysis

(71)
San Lula Valley, Colorado, Ground Waters - 5 ~

(Conductance) 

Location and Description_________

30-41-9 

33-41-9 

2-41-10 

4-41-10 

12-41-10 

16-41-10 

16-41-10 

23-41-10

29-41-10

30-41-10 

32-41-10

32-41-10

33-41-10 

31-41-11 

14-40-6

2-40-7

7-40-7

9-40-7

13-40-7

13.40-7

Shallow well (10L30D1 -D-')}

In NW1/4 of HW1/4 sec. 30, T.41N, R.gE. Elev. H.P. 7,595-33 ft.

Shallow well (10L33R1)

In SE1/4 of SE1/4 sec. 33, T.4UJ, H.gE.

Shallow well (10M2A1)

In HElA of HE1/4 sec. 2, T.41N, H.IOE. Elev. H.P. 7,532.52 ft.

Shallow well (101&N1 1-6)

In SW1/4 of SWlA sec. 4, T.41N, R.IOE. Elev. R.P. 7,543-52 ft.

Shallow well (1010241)

In SW1/4 of SElA aec. 12, T.4lH, R.IOE.

Shallow well (1CH16HL 1-5)

In BB1/4 of NWl/4 sec. l6, T.41M, R.IOE. Elev. E.P. 7,546.15 ft.

Shallow well ( 10m6m 1-4)

In SW1/4 of SW1/4 sec. l6, T.41N, R.IOB. Elev. H.P. 7,546.23 ft.

Shallow well (10M23B1)

In IflUA ot ""!/* aec. 23, T.41M, R.10K. Elsv. S.P. 7,533-23 ft.

Shallow well {10M29D1 D-2)

In HH1/4 of HW1/4 sec. 29, T.41M, H.IOE. Elsv. B.P. 7,554.13 ft.

Shallow well (10M30D1 0-3)

In NWlA of HWlA sec. 30, T.41M, R.IOE. Elev. H.P. 7,55^.59 ft.

Shallow well (10K32A1 ^X-2)

In HElA of sm/4 sec. 32, T.41N.R.10E. Elev. H.P. 7,550.06 ft.

Shallow well (10M32R1 0-1,1-1)

In SElA of SE1/4 sec. 32, T.4lH, R.IOE. Elev. B.P. 7,55«-45 ft.

Shallow well ( 1CM33H2 C-2)

In SE1/4 of SE1/4 sec. 33, T.41N, R.IOE. Elev. R.P. 7, 543.10 ft.

Shallow wen (10K31K1 0-5)

In SW1/4 of SWlA aec. JL, T.41M, R.11E. Elev. R.P. 7,532.46ft.

Drilled well (UH14B1)

In NW1/4 of NElA sec. 14, T.40N, R.&B. Owner not known. Depth reported to be 40 ft. Not

artesian. Dlam. 4 In. Elev. R.P. 7,go4.4l ft. Temp. 7-17, 53.5°F.; 9-17, 55'F.

A. K. Deltrlch Artesian well (11J2A1)

In HKlA °f "ElA aec. 2, T.40N, R.7E. Depth liSO ft.; diam. 2 in. Disch. 1 gpm.

Temp. 7-20, 54- F.; g-lii, 54*1 .

Frank Crown well (11J7P1)

In SE1/4 of SWlA sec. 7, T.40N, R.7E. Depth 42.5 ft.; diam. 4 in. Not artesian.

Temp. 7-17, 55°F.; 9-17, ^"F.

State of Colorado well (11J9D1)

In HWl/fr of NW1/4 sec. 9, T.40N, R.7E. Depth 17.5 ft.; diam. IS In. Not artesian.

Temp. 7-17, 62 "F.

J. 0. Hynds Artesian well

In Sia/4 of NW1/4 sec. 13, T.40N, R.7E. Depth 150 ft.; diam. 2 In. Elev. R.P. 7,632.70 ft.

Temp. 7-20, 65'F.; 9-lg, 59"F.

Howard Itocy Artesian well (11J13R1)

In SElA °f SE1/4 sec. 13, T.40N, R.7E. Depth 123 ft-i diam - 2 in - El9T' H 'p- 7,630.66 ft.

Temp. 7-20, 69.5°F.; 9-13, 49.5«F.

(72)
Valley, Colorado, Ground Waters - 5 - 

(Conductance)

Hate 

1936

7-20

9-17

7-22

7-21

10-21

7-21

3-17

7-ifS

7-20

7-20

7-20

7-ifS

7-ia

7-ifS

7-17

7-20

7-17

7-17

7-20

7-20

Elev. 

W.S.

7593-15

7526.02

7536.91

75^.36

75"u-37

7529 .«9

75^7- 5*

7553-9^

7544.97

755M1

7544.02

75a*.7°

7794.22

76*2.29

7676.33

Ecl05 

a25«C

35-3

154.0

93.2

20$. 0

75-5

94.g

112.0

77 «

46.3

92.5

226.0

69.2

9«.o

311.0

23.0

17.0

24.2

39.4

15.4

12.2

Hate 

1936

9-17

11-17

9-ifS

9-17

11-16

11-19

11-19

10-21

9-17

9-17

9-17

9-17

9-17

9-15

9-17

9-ifS

9-17

9-17

9-ifS

9-ia

Kiev. 

W.S.

7592.97

7526.26

753*5-32

7540.32

7541.61

7530.95

75W.70

7554.04

7545.49

7552.1*

7544.11

7529.06

7794.62

76<2.44-

7676.16

aio5 

a25°o

32-5

150.0

94.7

199.0

49.4

ti.f

92.0

1*5.0

31.9

66 .g

127.0

103.0

92.5

262.0

27.4

16.4

25.9

42.1

15-5

11.0

Hate 

1936

11-13

11-19

11-19

ll-lo

11-1«

11-1«

11-1*

11-16

11-16

11-14

11-16

11-16

11-16

11-16

11-16

11-16

Kiev. 

W.S.

7591.76

7526.64

753«.55

7530.33

7549.91

7554.15

7546.19

755L47

7544.46

7529 M

7794.39

76*2.39

7676.11

EcloS 

025*0

34.4

90.2*

236.0

190.0

27.4

57-4

no 

irater

101.0

112.0

257.0

27.0

16.7

27.«

40.2

15.1

10.3

Date 

1936

11-19

Blev. 

W.S.

7546.00

Eclo5 

02VC

104.0

Index Ho.

30-41-9

33-41-9

2-41-10

4-41-10

12-41-10

16-41-10

16-41-10

23-41-10

29*41-10

30-41-10

32-41-10

32-41-10

33-41-10

31-41-11

ii|.Jt.o-6

2-4o-7

7-40-7

9-40-7

13.11.0-7

13-40-7

 Detailed analysis

(73)
San Luia Valley, Colorado, Ground Waters - 6 -

(Conductance) 

________Location and Description_________

13-1W-7 

13-40-7

21-40-7

23-40-7

25-40-7

26-40-7

4-40-^ 

13-ltO-«

16-4o-j

17-40-^

33-40-g

6-40-9

7-40-9

14-40-9

20-40-9 

23-40-9

Howard Itoey Artesian well #2 (11J13R2)

In SElA of SElA sec. 13, T.40H, H.7E. Depth 173 ft.; diarn. 2 in. Dig oh. 3 gpm.

HOT. H.P. 7,6gl.43 ft., or 2.9 ft. above 0.3. Temp. 7-20, 53-5'F.; 9-1*, 53'F.

Shallow well (11J13R3)

In SELA of SH/ty sec. 13, T.40H, R.7K. HOT. H.P. 7,6*0.47 ft. Temp. 7-20, &3'F.;

9-llS, 55T.

J. H. Boats Artesian well (UJ14P1)

In SELA of SHifi sec. 14, T.40N, R.yE. Depth 145 ft.; dim. 2 in.

Temp. 7-20, 52.5*F.; 9-14, 51'F.

J. 0. Pepper irrigition well (11J21N1)

In SWlA of SWlA aeo. 21, T.40N, R.?^. Depth 65 ft.; dlam. 20 in. Not artesian.

Temp. 7-17, 50T.

Anna MoOornlck Artesian well (11J23H1)

In SSlA of NElA sec. 23, T.40N, H.7E. Depth 150.5 ft.; dien. 4 in.; W.L. 3.69 ft. below U.S.

Hoy MeConnell Artesian well (11J25H1)

In SElfi of SElA sec. 25, T.40H, R.yE. Depth 207 ft.; dlam. 2 in. Slev. R.P. 7,6«2.«1 ft.

Temp. 7-20, 51*F.; 9-lg, 52-F.

J. H. Brownell well (11J26P1)

In SELA of 3tD.fi sec. 26, T.40N, R.yE. Depth 40 ft.; diem. 4.5 in. Not artesian.

Temp. 7-20, 52'F.; 9-l« , 52TF.

ShaUowwell 

In NE1>4 of

Shallow well (11EL3R1)

In SEL/I of SEl/^ sec. 13, T.40H, H.SE. KleT. H.P. 7,609.74 ft. Temp. 7-21, 66*F.

Shallow well (UE16H1)

In SElA of SSlA a«. 1&, T.40H, H.jE. HOT. H.P. 7,639.55 ft. Tamp. 7-21, &2«F.;

9-19, 64'F.

Earlan Scott Artesian well (11K17Q1)

In SWlA of SELA aec. 17, T.40N, R.SS. Depth l64 ft.; diam. 2 in. msch. l6 gpm.

Temp. 4-20, 53*F.

Shtdlow well (11X33A1)

In NElA of MBlA sec. 33, T.40H, R.jE. HOT. 2.P. 7,641.22 ft. Taap. 9-19, 63*F.

Shallow well (llLoHl)

In BWlA of SWlA sec. 6, T.40H, R.9*. Temp. 7-21, 64'F.

- *. T.40N, H.«E. Slev. H.P. 7,633.94 ft. Temp. 7-21, &7'F.

Walker Ifyers Artesian well

In SW1/4 of NWlA sec. 7, T.40N, R.^S. Reported depth 250 ft. cased 220 ft.; diam. 2 in.

msch. 37.5 gpm. Temp. 4-12, 55*F.

John Achatz well (1110.4x1)

In SWl/f of JWlA sec. 14, T.40H, R.9B. Depth 1« ft.; diam. l6 ft. I l6 ft.

Elev. H.P. 7,5^5.67 ft.

Carl Saathoff Artesian well

In SWlA of SWlA sec. 19, T.40N, R.^E. Depth 303 ft. cased 245 ft.; dlam. 2 in.

Disch. 5 gpm. Temp. 4-15, 54*F.

Shallow well (11L20A1)

In NE1/4 of NElA sec. 20, T.40N, H.9E. Kiev. H.P. 7,594.62 ft.

Shallow Recorder well (11L23D1)

In HWlA of OT1/4 sec. 2J, T.40N, H.gB. Slev. R.P. 7,5^1.62 ft. Tamp. 7-20, 6l'F.
San Luls Valley, Colorado, Ground Wateri 

(Conductance)

-6-

Date 

1936

7-20

7-20

7-20

7-17

10-14

7-20

7-20

7-21

7-21

7-21

«-20

«-l*

7-21

.-12

7-20

*-i5

7-20

7-20

Elev. 1 &103

w.s. ] 025*0

7679.66

7676.4*

7*1.46

7631.22

7607.22

7637.17

7636.^5

75*0.33

7591.34

14.2

25.3

13.3

22.2

22.2*

12.0

31.*

47.0

134.0

66.9

12.2

44.4

61.6

13.9

4l.O

12.4

52.6

77.3

Date

9-1*

9-1*

9-1*

11-16

11-16

9-1*

9-1*

9-19

9-16

9-19

10-19

9-19

9-17

10-19

9-16

10-19

11-17

9-22

Kiev. 

W.S.

7679^6

7675.09

Impossil 

get sat

76*1.76

7629.90

7606.35

7636.61

7637.24

757* .*5

7591.37

 o

17.7

£0.5

13.1

le to 

pie

1*.*

11.5

30.3

no 

water

7>-7

>5-7

13.1*

40.9

76.2

14.1*

42.1

12.3

4^.7

75.7

Date 1 Kiev.

19-56 1 w.s.

11-16

11-16

11-16

11-16

11-16

11-17

11-17

11-17

11-17

11-17

11-17

11-17

7679.SO

7675.20

76*1.61

7629.90

7606.93

7637.21

7637.23

757* -15

Erlo5 

«2}*C

14.0

123.0

12.9

11.5

30.7

no 

water

39.2

41.5*

12.81

37-*

60.1

35.6

loate Elev. 

W.S.

 2

Index No.

13-40-7

13-40-7

14-40-7

21-40-7

23-40-7

25-40-7

26-40-7

Mo*

13.40-*

16-40-*

17-40.

33-40,,

6-40-9

7-40-9

14-40-9

19-40-9

20-40-9

23-40-9

* Detailed analysis

(75)
Index No.

San Luis Valley, Colorado, Ground Waters - 7 "

(Conductance) 

_______Location and Description__________

24-40-9 

30-40-9

33-4e-9 

35-40-9

36-40-9

1-40-10

2-40-10 

6-^0-10 

10-fO-lO

13-40-10

14-40-10 

1440-10

21-40-10

22-40-10

23-40-10 

27-40-10 

29-40-10 

34-1(0-10 

36-40-10 

36-40-10

3-40-11

4-1)0-11

Shallow well (11L24A1)

In NElA of NElA see. 24, T.40N, H.9E.

Shallow well (11L30S1)

In SWlA of SWlA sec. 30, T.40N, H.9E.

shallow well (1113301)

In NWlA of HWlA see. 33, T.40N, a.gi.

Shallow well (11L35D1)

In NWlA of NWlA sec. 35, T.40N, R.JE. Elev. H.P. 7,533-40 ft.

Shallow well (11L3&A1)

In SElA of KElA sec. 36, T.40N, H.gfi. Elev. H.P. 7,574.61 ft.

Shallow well (11M1D1 C-4)

In NWlA of lWl/4 sec. 1, T.40N, R.10E. Slev. H.P. 7,537-35 ft.

Shallow well (11M2D1 C-3, Y-1)

In NWlA of SWlA sec. 2, T.40N, H.10K. Elev. R.P. 7, 542.96 ft.

Shallow well

In SWlA of SWift sec. 6, T.40N, H.IOE.

Shallow well (11M10A1 Y-2)

In KElA of SElA see. 10, T.40H, H.IOE. Elev. H.P. 7.545.5S ft.

Shallow well (11M13R1 R-^)

In SE1/4 of SElA sec. 13, T.40H, R.10E. ELev. H.P. 7, 533.35 ft.

Shallow well (11M14R1 E-9)

In SBlA of SElA sec. 14, T.40N, H.IOE. ELev. R.P. 7,542.47 ft. Temp. 7-11, 59'F.

Shallow well (11M14D1 7-3)

In NW1/4 of NW1/4 see. 14, T.40N, H.IOE. Kiev. H.P. 7,547.27 ft.

Shallow well ( 11M21D1 )

In NW1/4 of NW1/4 sec. 21, T.40N, H.IOE. Elev. R.P. 7,557.24 ft.

Shallow well (11M22H1) Y~5)

In SElA of SELA sec. 22, T.40N, R.10E. ELev. H.P. 7,5^7.72 ft. Tamp. 7-17, 59*F.

Shallow we 11 (11M23D1 Y-4, H-10)

In NWlA of NfflA sec. 23, T.40N, H.IOE. ELev. R.P. 7,547.00 ft.

Shallow well ( i i«pyai Y-6)

In SElA of SElA sec. 27, T.'lON, H.IOE. Elev. R.P. 7,5^.09 ft. Temp. 7-17, 58i°F.

Shallow well (11M29R1)

In SElA of SElA sec, 29, T.40N, H.IOE.

Shallow well (11M34H1 A-l,"Y-7)

In SELA of SElA sec. 34, T.40N, H.IOE. ELev. H.P. 7,549.^1 ft.

Shallow well (lUTJoNl A-2)

In SWlA of SWlA sec. 36, T.40N, R.10E. Elev. H.P. 7,543.0! ft.

Shallow well (11M36R1 A-3)

In SElA of SElA see. 36, T.40N, H.IOE. Kiev. R.P. 7,539-74 ft.

Shallow well (1US3R1 C-9)

In SELA of SElA 8ee - 3i T.40K, R.11E. Elev. H.P. 7,535-29 ft.

Shallow well (11K4R1 C-3)

In SElA °f SELA see. 4, T.40N, H.11E. Elev. H.P. 7,530.37 ft.

(76)
San Luls Valley, Colorado, Ground Waters 

(Conductance)

- 7 -

Date 

1336

7-20

11-17

11-17

S-17

7-17

7-K!

7-K!

7-20

7-20

7-16

7-11

7-20

7-20

7-17

7-16

7-17

7-17

7-16

7-16

7-16

7-i«

7-K!

Kiev. 

W.S.

7579.70

7567.61

7531.67

7535.SS

7541.44

7533-68

753U.16

7542.72

755*-68

7544.26

75*3.26

75*3.56

75*6.12

7538.*5

7533.1*2

7529.81

7526.33

S°c

26*

40.5

85.5

143

7*.i

i6(S

15*

451

161

53-7

42.«

69-7

10*

75.0

226

129

147

42.6

«6.9

69.4

52.6

41..

Date

i<«6

9-16

9-16

9-16

11-1*

9-14

9-17

9-14

9-14

9-14

9-14

9-16

9-14

9-14

a-i5

9-16

S-14

a-i4

11-13

9-15

9-15

Blev. 

W.S.

7579.50

7567.9*

7532.07

7536.21

754i. 11

7534.05

7538-35

75*2.81

755*.o*

75*4.11

7543.00

7544.02

75*5.55

7539.05

7534 .«4

753i-*3

7528.17

Sj°c

153

120

51.3

103

136

to

177

49.1

44.4

171

103

K!6

256

99.4

202

51.8

90.2

49.7

43.7

317

Date

1-17

11-17

11-17

11-6

11-17

11-19

11-14

11-1*

11-19

11-17

11-19

11-19

9-14

11-17

9-1*

a-i5

11-1*

11-14

Blev. 

W.S.

7579.83

7568.29

7536.48

75*2.22

7533-*9

7538.17

75*3.27

7553.58

75*3.70

75*2.67

75*3-33

75** -*7

7538.06

7531.67

75*.*

S°c

112

141

39.7

131

U

311

42.4

158

141

116*

93-8

242

83-9

144

74.6

92.6

37-3

95-1

Date 1 Blev.

1936 1 w.s.

11-14

11-19

11-13

11-13

753&.W

75*3.56

75**.87

7538.55

aS°c

127*

76.0

46.4

87-9*

Index No.

2V40-9

30-40-9

33-4-9

35-40-9

36-40-9

1-40-10

2-40-10

6-40-10

io-40-io

13-40-10

i4-*o-io

i4-4o-io

21-40-10

22-40-10

23-40-10

27-40-10

29-40-10

34-40-10

36-40-10

36-40-10

3-4o-ii

4-4o-ii

'Detailed analysis
Intel Ho.

San Luis Valley, Colorado, Ground Waters - t -

(Conductance) 

________Location and Description________

5-40-11 

9-40-11

13-40-11

14-40-11 

17-40-11 

17-40-11 

22-40-11 

26-40-11

26-40-11

27-40-11

32-40-11

33-40-11

33-40-11

34-40-11 

7-40-12

16-40-12

17-40-12

Shallow well (1UJ5H1 C-6)

in stiA of anA see, 5, T.40M, R.IIE. Kiev. R.P. 7,531.70 ft.

Shallow well (11B9D2 0-7) in mriA of HiriA sec. 9, T.4on, R.IIE. Bier. R.P. 7,523.5$ ft.

Shallow well (11K13D2 0-11)

In OT1A of OT1A sec. 13, T.40N, R.UE. HOT. R.P. 7,531.60 ft.

Shallow well UlHl4ni C-10)

In HinA of OT1A sec. 14, T.40N, R.11S. Eley. R.P. 7,52*. 17 ft.

Shallow well (UBlTia R~7)

In StlA of StlA sec. 17, T.40N, H.llE. Kiev. R.P. 7,534-50 ft.

Shallow well (1BH7H1 8-6)

In SElA of SBlA see. 17, T.40H, R.11E. EleY. R.P. 7,529.39 ft.

Shallow well (11N22E1 H-5)

In StlA of HWlAsec. 22, T.40N, H.llE. Kiev. R.P. 7,526.54 ft.

Shallow well (11N2&B1 R-2)

In OTlA of KKLA sec. 26, T.40N, H.11B. Eley. R.P. 7,524.60 ft.

Shallow well (11B26U1 R-3)

In BKlA of HH1/4 sec. 26, T.40H, R.11E. Elev. R.P. 7,5^.65 ft.

Shallow well (11K27B1 R-4)

In KUlA of KKLA sec. 27, T.40N, H.llE. Eler. R.P. 7,526.35 ft.

Drilled well (1UT32H1)

In SBlA of SKLA sec. 32, T.40N, H.llE. Depth 93.5 ft.; dian. 2 In. Non-flowing

artesian well.

Shallow well (llJ133!a A-5)

In SWlA of SWlA sec. 33, T.40N, R.11E. KleT. R.P. 7,525-55 ft.

Shallow well (11M33R1 A-6)

In SBlA of SElA sec. 33, T.40H, R.1U5. Elev. H.P. 7,524.10 ft.

Shallow well (IIB^RI A-?)

In SBlA of SElA sec. 34, T.40N, R.ll£. iSlev. R.P. 7,524.00 ft.

Shallow well (1KJ7R1 0-13)

In SElA of SElA ""o. 7, T.40N, H.12E. Bier. R.P. 7,543.66 ft.

Shallow well (liqi6Hl 0-15)

In SElA of NBlA sec. l6, T.40H, R.12B. Her. H.P. 7,573.^5 ft.

Shallow well (1101702 C-l4)

In StlA of NHLA sec. 17, T.40K, R.12E. At Medano Ranch headquarters. EleT. R.P. 7,552.57 ft.

1^-40-12 Shallow well (llftlgni 0-12 J

In OTlA of HWlA sec. 13, T.40H, R.12S. Kiev. R.P. 7,534.20ft. Temp. 7-1S, 65°F.

31-40-12 Shallow well (1KJ3101)

In NElA of HWlA sec. 31, T.40H, R.12S. Elev. R.P. 7,525.6* ft.

31-40-12 Shallow well (lll^lKl A-g)

In SinA of SinA sec. 31, T.40N, H.12E. Bier. R.P. 7,524. 7* ft.

32-40-12 Shallow well (1KJ32N1 A-10)

In SITlA of SWlA sec. 32, T.40K, R.12B. Elev. R.P. 7, 532. 67 ft.

(78)
Valley, Colorado, Ground Waters 

(Conductance) t

Date 

1936

9-15

7-13

7-13

7-13

7-16

7-16

7-16

7-16

7-16

7-16

7-16

7-16

7-16

7-16

7-13

7-13

3-19

7-1*

7-16

7-16

7-16

Elev. 

W.S.

75* .4a

7526.11

7526.92

7522.70

7523.1*1*

7525.06

7522.69

7521.90

7522.00

7521.72

7521-99

7519.97

7519.73

75l)-2.22

7569.61

75H9.22

7530.60

7522.7U

7517.<<3

7525.72

Kilo5 

025°C

1303

1*3.1.

60.0

at A

us

95-7

163

1105.5

236

61*7

197

1007

227

133

109,

2(5.5

29.0

13.1

112

2*1

135

Date 

1936

ll-ll

9-15

9-15

9-11

g-11*

9-11

9-15

3-11

9-11

9-15

10-13

9-15

9-15

9-15

3-19

9-15

9-15

3-19

9-15

9-15

9-15

Kiev. 

W.S.

752S.51

7526.36

752*. 5°

7521.39

7523.96

7525.«2

7523.19

7522.30

7522.66

7522.75

7522.50

7520.61*

7520.03

751*0.91

7570.12

 75*9,21

7533.17

7523.13

7519-59

7526.32

K±io5 

ee^c

n16

53.3

62.1

29-3

97-2

152

93.0

263

33*

672

197*

2603

201

113

169

1*3.7

35.1

219

122

1g3

201

Date 

19^?6

ll-ll

ll-ll

ll-ll

ll-ll

ll-l1 *

11-13

9-15

11-13

11-13

11-13

11-13

11-13

11-13

9-15

ll-ll

ll-ll

9-15

11-13

11-13

11-13

Elev. 

W.S.

7526.60

7523.91

7521.67

7529.13

7525.55

7523.65

7522.13

7522.30

7522.95

7522.70

7520.33

7521.60

7510.71*.

7569.96

75!*9.35

7532.11*

7523.31

7519.39

7526.69

K±io5 ee'i'c

32.9

51.3*

21.6

101

17'*

307

579

23 5

71*5

169

677*

196

129

161

53-*

21.7

23.9

66.1

196

192

Date 

W56

11-13

ll-ll

11-11

Kiev. 

W.S.

7522.67

751*2.21

7532-5Z

Kr!05

eevc

1*09

Hi*

15.6

Index No.

5J*0-11

9-1*0-11

13-40-11

11-1*0-11

17-40-11

17-10-11

22-10-11

26-40-11

26-10-11

27-40-11

32-40-11

33-lo-u

33-1*0-11

31-40-11

7-40-12

16-40-12

17-1*0-12

13-40-12

31-10-18

31-10-12

32-40-12

 Detailed analysis 

82343 O 38 6

(79)
San laia Valley, Colorado, Ground Waters - 9 -

(Conductance) 

______Location and Description_________

33-40-12 Shallow well (11-133N1 A-ll)

In SfflA of SWlA sec. 33, I.^ON, R.12E. Elev. R.P. 7,551.69 ft.

1-39-7 C. F. Monter well (12J1H1)

In SElA of HElA sec. 1, T-39N, R.7B. Depth 9.5 ft. Kiev. R.P. 7,6gl.6l ft. 

Temp. 7-20, 66°F.; 9~lS, 6o«F.

^-39-7 E. P. Long Irrigation well (121^01)

In SVflA of NElA see. *t T.39N, R.7E. Depth 90 ft.; diam. 20 in. Not artesian. 

Temp. 7-17, 52.5«F.; 9-17, 6l°F.

10-39-7 Jonn Dennis Artesian well (12I10E1)

In SW1A of NWlA sec. 10, T-39N, R-7E. Depth 165 ft.; diam. $ In. for 6 ft., then 2 In. 

Non-flowing. Taap. 7-17, 50.5«F.

10-39-7 E - L - Heff Irrigation well (12J10EL)

In SWl/t of SE1/4 sec. 10, T.39N, H.7E. Depth ^9.5 ft.; dlaa. l6 in. Not artesian. 

Temp. 7-17, 53'F.; 9-17, 62*F.

12-39-7 Lynan Wright Artesian well (12I12P1)

In SElA of sn.fi sec. 12, T-39N, R.7B. Depth 13$ ft.; diam. 2 in. Flows intermittently. 

Elev. H.P. 7,6^1.7^ ft. Temp. 7-17, W»F.; 9-17, 67.5*^.

13-39-7 H- A- Jfcthias Artesian well (1211301)

In HBa/% of SWlA sec. 13, T.39N, R.7E. Depth 159 ft.; diam. 2 in. 'Flows Intermittently. 

Elev. R.P. 7,640.36 ft. Temp. 7-17, ^9.5*F.; 9-17, ^9'F.

26-39-7 Franfc 0. Seyfried Artesian well (12J26D1)

In NW1/1). of HWlA sec. 26, T.39N, R.7B. Depth ife ft.; diam. 2 in. 

Teup. 9-17, BO*T.

6-39-^ Van Ostrand Artesian, Recorder, well (12K6C1)

In NEl/> of NWl/ty sec. 6, T.39N, H.gE. Depth 150 ft.; diam. 2 in. Disch. 3 gjm. 

Eler. H.P. 7,6*7.^9 ft.

6-39-^ Van Oetrand Artesian well (13&D1)

In NWlA of NWlA sec. 6, T.39N, R.^E. Depth 176 ft.; diao. Z in.; nonflowing. 

Elev. R.P. 7iOo0.06 ft.

^-39-S Shallow well (12K&A1)

In HEO.A of NElA sec. S, T.39N, H.gE. Elev. H.P. ?,(&<).£ *, ft.

11-39-g Shallow well ( 12JQ1A1 B-12)

In NEl/t of NE1/* sec. 11, T.39N, H.SE. Elev. R.P. 7,619.30 ft.

13-39-* Shallow well (12K13R1)

In SELA °t SKLA sec. 13, T.39N, R.^E.

15-39-* Shallow well (12KL5N1)

In SW1/1). of SWl/f sec. 15, T.39N, H.^E. Taop. 9-19, 66*F.

1-^9-9 Sbellow well (12IOR1 8-5)

In SElA of SElA sec. 1, T.39N, H.9S. Elev. R.P. 7,572.^! ft. Tamp. 7-17, 63*F.

2-39-9 Shallow well ( 12L2N1 3-7)

In S»lA of S»lA sec. 2, T.39N, R.gE. Elev. H.P. 7,^.71 ft. Tamp.. 7-17, 62'F.

2-39-9 Shallow well (12L2H1 B-6)

In SE1/U of SELA sec. 2, T.39N, R.gE. Elev. H.P. 7,577.03 ft.

lJ-39-9 Shallow well (12IAR1 B-g)

In SEl/k of SElA sec. 4, T.39N, H.9E. Elev. H.P. 7,590.16 ft. Temp. 7-17, 63*F.

5-39-9 Shallow well (12L5R1 3-9)

In SELA of SElA sec. 5, T.39N, H.gE. Elev. H.P. 7,59g.99 ft. '

7-39-9 Shellow well (12L7A3 B-10)

In NElA of NElA sec. 7, T.39N, H.gE. Eley. H.P. 7,605.93 ft.
San Luls Valley, Colorado, Ground Waters - 9 " 

(Conductance).

Eete 

19^56

11-13

7-20

7-17

7-17

7-17

7-17

7-17

9-17

9-22

11-16

7-21

7-17

11-17

7-17

7-17

7-17

9-l6

7-17

7-17

7-17

Elev. 

W.S.

7544.61

7676.6*

Tfel.44

7679.51

76*6.67

7679.39

7646.«9

7616.11

7567.88

7579-33

7574.85

75*5-37

7593->»7

7601.91*

&io5

e2>5'C

*5-7

33.0

22.1

25.3

21-3

11.4

12 .t

16.0

12.2

13.2

43.6

114

70.4

31.3

122

73-5

230

&2.0

3S.6

39-1

Date 

W?6

9-1S

9-17

10-19

9-16

9-17

9-17

10-14

10-20

9-19

9-16

9-19

9-16

9-16

11-16

9-16

9-16

Eler. 

W.S.

7677.11

75*1-73

7646 ,(S4

7615.91*

75&7.W

7579-80

757*. 6*

75(55.98

7593-29

KxioS

e25*C

32.3

16.6

23.9*

23.*

12.3

12.0

16.3*

13.7*

*7-5

52.5

35-9

12S

7L1

352

64.3

37.4

Date 

1<^6

11-16

11-16

11-16

11-16

11-16

U-l6

11-16

11-17

11-16

11-lb

11-16

11-16

11-16

Kiev. 

W.S.

7676.14

7^1.33

76*7.15

7615.96

75&7-70

75^0.12

75*6.15

7593.67

mo5

62VC

41.7

25.*

27.0

11.1

12.5

16.4

13.6

72.3

49.2

92.0

97-1

57-3*

iu.7

Date 

1^6

Kiev. 

W.S.

Kx!05 e2>i«c Index No.

33-40-12

1-39-7

4-39-7

10-39-7

10-39-7

12-39-7

13-39-7

26-39-7

6-39^

6-39-«

t-j)-t

11-39-*

13-39-*

15-39-*

1-39-9

2-39-9

2-39-9

4-39-9

5-39-9

7-39-9

*Detalled analysis 181)
San Luis Vallfly, Colorado, Ground Waters - 10-

(Conducts nee) 

______ Location end Description_________

15~39"9 Shallow well (12L15H1)

In SKI/* of SElA aec. 15, T-39N, fi.gE. Elev. fi.P. 7,5*0.26 ft.

iy-JS-S Shallow well (12LL7B1)

In SElA of SElA sec. 17, T.39N, fi.ojs.

26-39-9 Shallow well (12L26S1)

In SWlA of SWlA sec. 26, T.39N, fi.gE.

29-39-9 SbaUow well (12L29H1)

In SElA of SElA sec. 29, T.39N, fi.gE

1-39-10 Peltcher Artesian well ( iaHRl)

In SElA of SKI/* sec. 1, T.39N, fi.lOE. Depth ^6.ft.; diam. 5~3A6 in. Ten®. S-25, 

Brow water.

3-39-10 Shallow well (12M3H1 B-1, Y-tf)

In SEl/ty of SElA sec. 3, T.39N, fi.lOE. Blev. fi.P. 7,550.63 ft.

5-39-10 Shallow well (12U5N2 3-4)

In 3T1A cf SWlA aea. 5, T.39N, H.10E. Elev. fi.P. 7,566.^5 ft. Temp. 7-17, 63'*.

S-39-10 Shallow well (121&A1 8-3)

In NKL/t of XXLfl sec. i, T.39N, fi.lOB. KLev. fi.P. 7,560.^8 ft. Tenp . 7-17, <$'1.

9-39-10 Shallow well (12M9A2 B-2)

In IffiL/^ of HSlA sec. 9, T.J9N, fi.lOB. KLev. fi.P. 7,555.7$ ft. Temp. 7-17, 60T.

^5-y)-^° aallow well (121I13A1)

In HQA of HBlA sec. 13, T-39N, E.10E. Elev. fi.P. 7,539.63 ft.

W-39-10 ShaUow well (l^fflAm. ^T-10)

In SWl/* of SWlA sec. 1^, T.39N, fi.lOS. Kiev. H.P. f^&.gO ft.

16-39-10 ShaUow well (12ML&N1)

In SW1/* of SWlA sec. l6, T.39N, E.IOB. Elev. fi.P. 7,55^.19 ft.

19-39-10 Shallow well

In Mfl/* of KWlA sec. 19, T.39N, fi.lOB.

23-39-10 ShaUow well (12M23H1 T-ll)

In SWlA of SWlA sec.23, T.39N, fi.lOE. Elev. fi.P. 7,5^.70 ft.

26-39-10 Shallow well (12M26N1 T-12)

In SW1/* of SHl/lf see. 26, T.39H, fi.lOE. Elev. fi.P. 7, 5^.69 ft,

29-39-10 Shallow well (12H29R1)

In SElA of SElA see. 29, T.39N, fi.lOB.

30-39-10 Shallow well

In SWlA of SWlA sec. 30, T-39H, fi.lOE.

35-39-10 ShaUow well (12M35H1 T-13)

In SWlA of SWlA sec. 35, T.39N. fi.lOE. Elev. fi.P. 7,5^5-77 ft.

1-39-11 ShaUow well (12H1D1 A-tf)

In NBlA of SWlA sec. 1, T.39N, 8.11B. Elev. fi.P. 7,<j22.2tf ft.

6-39-11 Shallow well (12N&A1 ^A-4)

In KELA °f. "^-A see. 6, T.39N, fi.llE. Elev. fi.P. 7,531.70 ft.

9-39-11 ShaUow weU (12S9H1)

In SWlA of SWlA see. 9, T.39N, R.UE.

(82)
San Luls Valley, Colorado, Ground Waters 

(Conductance)

Date 

1<«6

9-16

7-17

7-17

11-17

*-25

7-16

7-17

7-17

7-17

7-15

7-15

6-17

7-17

7-15

7-15

7-30

7-30

7-16

7-16

7-16

11-13

Slav. 

W.S.

7576.95

75*6.28

7561.62

7555-38

7550.36

7535.70

75*1.26

7550.92

NO 1

75*3.6-3

75*9.67

75*1-85

7519.53

7527.93

Krlo5 1

save 1

173

5*.3

168

61.0

32*

105.5

181

fe.6

110

317

199

123

rater

10g

210

19*

75-*

33*

3fe

55-5

206

Date 

1^6

11-17

9-16

u-17

io»i3

(S-15

9-16

9-16

9-16

9-1*

9-16

9-16

8-15

9-1*

9-16

9-16

S-15

9-15

9-15

Her. 

W.3.

7577.39

75*6.55

756L35

7555 -*5

7550.30

75*1.81

7551-11

75*3-33

75*5.19

75*2.73

7520.32

7527.76

&io5 

a2"}-o

221

62.*

139

335*

112

1*1

67.8

123

201

120

105

103

1S1

67.*

leg

110

739

100

iDate 

11936

11-17

9-1*

11-16

11-16

11-16

11-19

11-17

U-17

9-1*

11-19

11-17

11-17

9-1*

11-13

11-13

Kiev. 

W.S.

75*5.92

7561. 7*

7555.56

7551.63

75*2.02

7551.36

75*3.7*

75*6.36

75*2.83

752o.*3

7528.21

EcloS 1 a2>j*C 1

9*.o

9*.5

119

79.3

120

207

121*

103

101

577

6*.*

112

636

775

73-9

Date 

1^6

11-16

11-19

11-10

Elev. 

I.S.

75*6.0*

75** .ti

75*2.87

Edo5

aavc

7*.2

127

629

Index No.

15-39-9

17-39-9

26-39-9

29-39-9

1-39-10

3-39-10

5-39-10

& -39-10

9-39-10

13-39-10

i*-39-io

16-39-10

19-39-10

23-39-10

26-39-10

29-39-10

30-39-10

35-39-10

1-39-11

6-39-11

9-39-11

'Detailed analysis

(83)
San tuls Valley, Colorado, Ground Waters - 11 -

(Conductance) 

Location end Description

13-39-11

15-39-11

23-39-n

24-39-u

25-39-11

29-39-11

31-39-11

6-39-12

6-39-12

^-39-12

1*39-1*

33-39-12

6-3«-io

11-33-10

14-33-10

14-33-10

15-33-10

17-33-10

22-33-10

Shallow wall (12N13J1) 

In NElA of SElA sec.

Shallow well, Colorado 

In SElA of HSlA sec.

Shallow wall, Colorado 

In SWlA of SWlA sec.

Shallow wall, Colorado 

In SElA of SElA sec.

Shallow wall, Colorado 

In SElA of SElA sec.

Shallow well (12N2gDl) 

In HWlA of NWlA sec.

Shallow well (12N31R1) 

In SElA of SSlA sec.

Shallow well, Colorado 

In NElA of SWlA sec.

Shallow Recorder well 

In HBlA of SWlA sec.

Shallow well (1241301) 

In NWlA of NWlA sec.

Shallow well, Colorado 

In SWlA of SWlA see.

Shallow well, Colorado 

In SWlA of SElA sec.

Shallow well (rjMfcm) 

In SWlA of SWlA sec.

Shallow well (13K11D1- 

In NWlA of NWlA sec.

13, T.39H,

, (12H15H1)

15. T.39H,

, (12N23N1) 

23, T.39N,

, (12N24R1) 

24, T.39N,

, (12H25H1)

25, T.39H,

29, 1.39".

31, T.39N,

, U2<i6Li) 

6, T.39N,

6, T.39N,

id, T.39N,

'*?%$.

*33, T.39N,

6, T.33H,

 T-14) 

11, T.33N,

Shallow well (13U.4A1 Z-2) 

In SElA ot KElA sec. 14, T.33N,

Shallow well (IJMWDlIn NWlA <* HWlA sec.

R.11E.

R.llB.

R.llB.

R.llB.

R.llB.

R.llB.

R.11E.

B.12E.

R.12B.

R.12B.

R.12B.

R.12E.

R.IOB.

R.IOB.

R.IOB.

 Y-15. Z-l) 

14, T.33H, R.IXJE.

Shallow well (13M15R1 T-l6) 

In SSlA of SElA sec. 15, T.33N,

Shallow well (IJMITHI) 

In SElA of NXlA sec.

Shallow well (13U22R1-

17, T.3«N,

--T-17)

R.IOB.

R.10B.

Slev.

Slev.

Bier.

Bier.

Blev.

Bier.

Bier.

Kiev.

Bier.

BUT.

Sler.

Blev.

Bier.

Te^p.

R.P.

R.P.

R.P.

R.F.

R.P.

H.P.

R.P.

R.P.

R.P.

H.P.

R.P.

R.P.

R.F.

7-17

7,519.26 ft.

7,520.39 ft. Ten*. 7-15, 66*J.

7,520.63 ft.

7,517.53 ft.

7.533-07 « 

7,524.49 ft.

7,526.90 ft.

7,517.59 ft.

7,523.21 ft.

7,544.31 ft.

7,541.79 ft.

7,545.14 ft.

7,544.51 ft.

, »t.

In SElA of SElA sec. 22, T.33N, R.10E. Bier. R.P. 7,545,63 ft

Shallow well (1315501 T-13)

In NWlA of HflA see. 35, T.33N, H.10B. Bier. R.P. 7,5^2.33 ft.

Shallow well, Colorado, (IJHIAI)

In NKLA of HBlA sec. 1, T.33N, R.11E. Blev. R.P. 7,513.75 ft.
San laia Valley, Colorado, Ground Waters - 11 - 

(Conductance)

Date 

19^6

S-3

9-12

7-15

7-W

7-14

11-11

7-15

9-15

S-10

7-1*

7-1*

7-1*

11-17

7-16

7-15

7-15

7-16

7-17

9-12

7-15

7-14

Elev. 

W.S.

7515-71

7514.22

7514.66

7510.05

7525.«o

7521.60

7522.45

'751^3*

7526.09

7540.65

7536.43

7540.26

7540.56

7540.27

7537.33

750! .36

Krlo5 

02^*0

727*

1123

1223

1*2^

702

151

153-5

132

^9.5

325

ag

106

25.1

33.0

60.3

9i-3

75-9

M.I

5M

&.£

297

Date 

W?6

11-13

11-11

9-12

9-W

11-15

9-22

9-12

9-12

9-12

9-W

«-l*

g-iit

11-10

9-16

11-10

9-12

Elev. 

W.S.

7515 «

751^-59

7526.19

7521.56

7522.0^

7515.50

7525.99

75^0 .gif

7536.35

75^0.77

75^0.65

75<M).7«

7537-32

K±105 

O25*C

«3-7

11^6

UA-2

113

165

150

392

3*6

iU7

94.3

63.*

60.5

54.7

te.i

36.6

tt.9

Date 

W?6

11-11

11-11

11-13

11-11

11-11

11-11

11-10

11-11

11-10

11-17

11-10

EleT. 

W.S.

751^.63

7526.3*

7522.0*

7515.71

7526.20

75^1.61

7536.33

75^0.91

7537-32

KrL05 

«2<)*C

1317*

102

165

361

If23

2^81

91.3

57-7

69.S

26.7

73.6

Date 

W?b

Kiev. 

W.S.

Krlo5 

02^*0 Index No.

13-39-U

15-39-11

23-39-11

*-39-u

25-39-11

29-39-11

31-39-11

6-39-12

6-39-12

1X-39-12

iX-39-12

33-39-12

6-34-10

11-34-10

H-3«-io

W-^-io

15-3^-10

17-3^-10

aa-3«-io

35-3<-io

1-34-11

'Detailed analysis

(85)
San Luis Valley, Colorado, Ground Waters - 12 -

(Conductance) 

Location ana Description

1-jg-ll Shallow well, Colorado, (13H1J1)

In NElA of SElA sec. 1, T.^N, H.llE. Kiev. H.P. 7,516.36 ft. Tamp. 7-!*, 69*7.

2-33-11 Shallow well (13H2D1)

In NWlA of NWlA see. 2, T.^H, H.llB. Kiev. H.P. 7,519.2* ft. (Tenow water)

7-3^-11 Shallow well (13N7R1 Z-4)

In SElA of SElA sec. 7, T.33N, H.nS. Kiev. H.P. 7,53^.1* ft.

10-33-11 Shanow well (13N10H1 Z-7)

In SElA of SElA sea. 10, T.33N, H.llB. Kiev. H.P. 7,523.97 ft.

12-33-11 Shanow wen, Colorado, (13N12D1)

In Nil/* of NWlA se°. 12, T.33H, H.llB. Kiev. H.P. 7,517.35 ft.

15-33-11 Shallow well (13H15D1 2-6)

In urn./* of UWlA sec. 15, T.33H, H.llB. Kiev. H.P. 7,526.35 ft. (Yellow water)

16-33-11 Shallow well U3H1&D1 Z-5)

In NWlA of UBlA sec. 16, T.33H, H.llE. Kiev. H.P. 7,531.50 ft. (Yellow water)

13-33-11 Shallow wall (13N13D1 Z-3)

In NWlA of Nil/* sec. 13, T.33H, H.llE. Blev. H.P. 7,537-93 ft.

21-33-11 Shallow well (13N21H1)

In SElA of SElA sec. 21, T-33N. H.llE. Elev. H.P. 7,526.6^ ft.

24-33-11 Shallow well

In SWlA o* SWlA seo - 2^, T.33H, H.llE. Kiev. H.p. 7,526.92 ft. ,

30-33-11 Shallow weU (13H30A1)

In NKLA of NKL/* seo. 30, T.33N, H.llE. Elev. H.P. 7,532.30 ft.

3^-33-11 Shallow weU, Colorado,

In SKlA of SElA "0. 3^, T.33H, H.llE. Elev. H.P. 7,523.53 ft. (blowing wall 30 ft. 

northwest of wen)

3-33-12 Shallow well (13Q«R1)

In SElA of SKLA seo. 3, T.33H, H.12S. Kiev. RJ>. 7,527.02 ft.

19-33-12 Shallow wen, Colorado,

In NE1/4- of NElA «« 19i T.33H, H.12E. Kiev. H.P. 7,526.25 ft. (Yellow water)

19-33-12 Shallow wall, Colorado,

In SElA of MO-A "« 19, T.33H, H.12B. Kiev. H.P. 7,523.72 ft. (Yellow water)

20-33-12 Shallow well, Colorado, (13Q20N1)

In SWlA of SUlA seo. 20, T-33H, H.12S. Kiev. H.P. 7,532.37 ft.

20-33-12 Shanow Recorder (Colorado) wall (13Q20H2)

In SWlA of SW1/4- sec. 20, T.33H, H.12S. (Yellow water) Taiip. 7-20, 66«7.

23-33-12 ShaUow well (13Q23A1)

In NE1/4 of NElA ses. 23, T.33N, B.12E.

23-33-12 Drilled Artesian well (13Q23B1)

In KWlA of NElA S8=. 2*. T«33N, H.12E. Depth 103 ** ! dian- 3 in- Non-flowing.

24-37-7 lofty llaestaa well

In SKLA of NElA s»o- *, T.37N, H.7E. Depth If2 ft.; diam. 3 ft. x 3 ft. Hot artesian. 

Taap. 7-13, 52.5'F.j 9-16, 51*7.

Shallow wall

In SWlA of SWlA SBC. 13, T.37N, R.3E. Tmp. 7-13, 76*7.

(86)
San Luis Valley, Colorado, Ground Waters - 12 - 

(Conductance)

19"?6

7-14

7-15

7-15

9-14

7-14

7-15

7-15

7-15

9-12

9-12

7-13

7-24

9-12

7-14

9-12

9-12

7-20

9-12

7-13

7-1*

7-13

Elev. 

W.S.

7509.62

7512.01

7526.*6

7513.67

7509.*

7521.05

7523.«3

7533.*4

7517-7*

7520.71

7514.36

7524.55

7522.*3

7520.93

7530.24

^°c

*47

1240

101

276

535

132.5

62.6

H9

44.3

332

2*7.2

70.9

96.1

no 

water

3&7

171

339

106

K.6

4*.3

5*2

fete 

19^56

11-11

9-14

11-11

9-i4

*-l4

*-!4

11-10

11-10

9-11

9-11

11-10

9-12

11-10

n-4

9-12

11-10

11-10

9-16

11-10

Elev. 

W.S.

75U.66

7527.23

7513.93

7520.**

7523.**

7533.7*

7517.75

7520.79

7527.37

7515.05

7524.62

7524.13

7521.07

7530 .*3

Kilo5

102

93.6

359

143

134

125

45.*

329

62.7

57.0

*5.6

265

632

106

4*3

37-9

14.6

57.5

520

JDate 

IW6

11-11

11-11

11-11

9-14

11-10

11-10

11-10

11-10

11-10

11-13

Elev. 

W.S.

7527.43

7521.04

7523.74

7533-^7

752* .53

7515 .36

7524.4*

7530.92

Kxlo5

*6.6

136

no 

water

126

71-5

5*-5

346

93.5

567

47.4

Date 

19%

11-13

Elev. 

W.S.

7534.07

EtL05

132

Index Ha.

i-3*-u

2-3*-ll

7-3*-u

io-3*-u

12-3*-ll

i5-3*-ii

i6-3*-u

i*-3*-ii

21-3*-!!

24-3*-!!

30-2-11

34-3*-!!

*-3*-12

X9-2-12

!9-3*-i2

20-3*-12

20-3*-12

2*-3*-12

2*-3*-12

24-37-7

13-37-*

(87)
San Luls Valley, Colorado, Ground Waters - 13 -

(Conductance) 

Indei Ho. _______________________ Location and Description

1>1~37-* Irrigation well

of NW1A see. 14, T.37H, H.«E. Depth 9.0 ft.; 4 ft. I 6.5 ft. Temp. 7-13, 56-7.

15-37-* Shallow well

In HW1A of SWlA see. 15, T.37H, H.*E. Tamp. 7-13, 5**7.

15-37-* Shallow well (lta5Rl)

In SElA of SElA sec. 15, T.37H, R.gE. Tap. 7-13, 67*7.

17-37-* Shallow well

In SElA of NBlA see. 17, T.37H, H.«E.

Id-37-* Shallow well

In NElA of SElA Bee. 1*, T.37H, R.gE.

21-37-* Shallow well (0*K21H1)

In SSlA of NElA aee. 31, T.37H, H.«E.

21-37-* Shallow well

In NWlA of SWlA aee. 31, T.37H, H.«B. Tap. 7-13, 73*7.; 9-23, (><j'7

Z3-37-* ShaUcw weU

of S»lA aee. 23, T.37H, H.«B.

24-37-* Shallow well

SBlA see. 2lt, T.37H,

25-37-* 1" V. Goff Artesian well

In SWlA of MflA see. 25, T.37N, R.gE. Depth 118 ft.; diam. 4 in. Temp. 9-lg,

25-37-* Shallow well U1XE5H1)

In 3X1/4 of 3*1/4 see. 25, T.37H, H.«E. Temp. 7-13, 75'J.

27-37-* Shallow well

In SKl/t of SEl/t see. 27, T.37N, R.«B. Teap. 7-23, 6Vj.

Shallow well

In SE1A of HBlA see. 23, T.37H, H.«B. Temp. 7-23, 66'J.

30-37-* Hannah K. Worth estate well

In NSlA of NEl/t see. 30, T.37H, R.«E. Depth 3^.7 ft.; dlam. A ft. z 3 ft. Not arteaian.

Temp. 7-W, 55*F.; 9-16, 59*7.

31-37-* John eorral well

In Wlfi of Wl/4 aee. 31, T.37N, R.^Z. Depth 4d.Z ft.; dian. 3.5 ft. square. Hot artesian. 

Temp. 7-16, 51.5*7.; 9-16, 52»J.

33-37-* Shallow well

In NElA of HBlA see. 33, T.37H, R.«E.

33-37-* Drilled well

In HElA of SBlA Bee. 33, T.37H, R.«B. Depth 17.9 ft.; diem. 4 in. Hot artesian. 

Temp. 7-1*, 52- J.; 9-16, 53'J.; 11-13, 52*?.

11-37-9 Shallow well (11HJ.1H1)

In SElA of SElA see. 11, 1.378, H.gE. (TeUow water)

Shallow well (11HJ.5D1)

of N"lA see. 15, T.37H, R.gB. Temp. 7-13, 62.5*7.

l*-37-9 Shallow well

In NElA of NElA aee. 1*. T-37H, R.9E. Temp. 11-9, 5^-5*7.

(88)
an Luls Valley, Colorado, Oround Waters - 13 - 

(Conductance)

Date

7-13

7-13

7-13

9-23

7-13

7-13

7-13

11-10

11-10

9-iS

7-13

9-23

9-23

7-1*

7-16

7-13

7-*

7-27

7-13

7-27

KUT.

W.S. £?c

93.5

156

63.1

BO

water

V*

56.5

Itf

95-5

213

*.o

7>.6

97-1

55.1

ito.o

«

111

19.1

*

1675

28112

Date

9-12

9-12

9-12

U-10

9-23

9^3

9-23

9-25

11-10

U-10

9-16

9-16

9-16

9-12

9-12

9-12

Bier. 

W.S. 02^*0

51.0

7*.o

77-3

no 

inter

>7-5

37-9

W.6

*.2*

ai.6

W.5

WA

^

37-*

313

life

2*63

JDate 

119^56

11-10

U-10

U-10

11-10

U-10

U-10

11-13

11-13

u-13

U-10

11-10

11-9

Kiev. 

W.S.

.

S?c

*.!

^9-7

^7.9

37.2

29.2

ltO.2

«.,

 »

y> A

y-7

1071

2WO

Hate

U-L

11-12

11-10

Kiev. 

W.S.

EclO-) 

Q2*S*C

5 .r

329*

3*0*

Index No.

tt-3H

15-37-g

i5-37-«

l?-37-«

i*-3H

21-37-g

21-37-^

23-37-g

£4-37-«

25-37-^

25-37-«

27-37-«

^-37^

30-37-g

3i-37-<*

33-37-*

33-37-S

U-37-9

15-37-9

H-37-9

*Detailed amlysis

(89)
San luia Valley, Colorado, Ground Waters - 14 -

(Conductance) 

Index Ho. ___________________ Location and Description ______________

22-37-9 Shallow well (14L22H1)

In SElA of SELA sec. 22, 1.378, R.gz.

2^-37-9 Shallow well (l>H2gDl)

In NWlA of HSlA sec. 2g, T.37H, R.gz.

31-37-9 Shallow well (1>«.31D1)

In HSlA of OTTlA sec. 31, T.37N, R.gE. Temp. 7-13, 79'F.; 9-23, 6g*F.

31-37-9 Shallow well

In SIlA of SHlA sec. 31, T.37H, R.gE. Temp. 9-23,

Shallow well

In SHlA of SWlA sec. 3^, T.37H, R.gE. Temp. g~2^,

35-37-9 Shallow well

In Sll/ty of SE1/4 sec. 35, f.37H, R.g

7-37-10 Shallow well

In SBa/4 of SElA sec. 7, T.37N, R.10E.

16-37-10 Shallow well (ll|«l6u.)

In HElA of HElA sec. l6, T.37M, H.IOK. Elev. H.P. 7,53«.0« ft. leap. 7-13, 70-F.

19-37-10 Shallow well

In SW1/* of SWl/* sec. ig, 1.37!!, R.IOB. Temp. 9-2^,

21-37-10 Shallow well

of SW1/* sec. 21, T.37N, R.10E. EleT. R.P.

2^-37-10 Shallow well

In SlflA of SWl/f sec. Z\, f.JfS, R.10E.

31-37-10 Shallow well (11W31B1)

In SElA of SSLft sec. 31, T.37N, R.10E. EleT. R.P. 7,5^.53 ft.

9-37-11 Shallow Well

In SE1/H of SS1/J sec. 9, T.37N, 8. HE.

11-37-11 Shallow, Colorado, well

In SlflA of NElA sec. 11, T-37N, fl.llE. EleT. R.P. 7,53&.^3 ft.

31-37-11 Shallow well

of SlflA sec. 31. T.37N, H.11E.

6-37-12 Shallow well, Colorado,

In H»l/* of HWlA sec. 6, T.37N, fl.!2E. Elev. 8.P. 7,5^3.^6 ft.

7-37-12 Shallow well, Colorado,

In SlflA of BVlftsea. 7, T.37N, R.12E. Elev. H.P. 7,555.6^ ft.

25-36-7 Specter well (15J25M1)

In HWl/ty of SWl/ty sec. 25, T.3&N, R.7E. Depth 90.6 ft.; diem. 3.5 ft. Not artesia 

Tanp. 9-17, ltg.5'P.

l-3&-« Shellowwell (15K1C1)

In KElA of H81A sec. 1, T.36H, H.gE.

1-36-^ Shallow well (15ELP2)

In SElA of SWlA sec. 1, T.36H, R.«E. Temp. 7-!^, 72*F. ; 9-23, &3'F.

3-36-^ Shallow well (15x38!)

In NWl/% of HEl/* sec. 3, 1.3611, R.gE. Temp. 9-23, 66*F.

(90)
San Luls Valley, Colorado, Ground Waters - 14 - 

(Conductance)

Date 

1<TC6

7-16

7-29

7-13

9-23

9-2l(

7-15

7-25

7-13

9-15

9-11-

7-16

9-iU

11-10

7-2>(

7-16

7-&

7-13

9-17

7-A

f-A

7-A

Elev. 

W.S.

753" -31

7532.0U.

75^.71

7531.61

753^.26

7551.49

Erlo5

egtj'o

420

1027

73-1

151

212

« 72

173

no

water

569

21IS

99-5

34.5

29.0

«2.9

95-«

127

130

3* -9

39*

67.7

50.2

Date 

19^6

11-12

9-15

9-23

11-11

11-12

9-24

9-12

9-12

9-24

11-12

9-16

11-12

9-11

11-13

9-11

9-u

11-13

9-15

9-23

9-23

Elev. 

W.S.

7534.44

7532.65

7545.40

7532.511

7540.02

7551.95

Krlo5 ec'j'c

336

5*3

5«.«

116

91.4

1273

«9-i

13*

600

116

79.1*

26.1

65.0

«5.3

lOiS

1*5

46.1

no 

water

£&.!! 

32. u

fete

w6

11-20

11-10

11-12

11-1C

11-10

11-12

U-5

11-10

11-10

11-10

9-23

Elev. 

W.S.

7531.23

7533^9

7540.93

7552.46

Erlo5 

«t2^*0

15*

59-3

«3H.

73^

131

65^

102

66.«

29.0

251$

335

Date 

1^6

11-11

Elev. 

W.S.

Bclo5 

9215.0

2*4

Index Do.

22-37-9

aS-37-9

31-37-9

31-37-9

3^-37-9

35-37-9

7-37-10

16-37-10

19-37-10

21-37-10

24-37-10

31-37-10

9-37-11

11-37-11

31-37-n

6-37-12

7-37-12

25-36-7

1-3&-S

1-36-*

3-36-*

(9D
San Luls Valley, Colorado, Grounl Waters - 15 -

( Conductance} 

Index No. _____________________ Location and Description _____________________________

4-3&-S Dug well (15K4E1)

In SWlA of NWlA see. 4, T.3&N, R.gE. Depth 72.6 ft.; diem. 2.5 ft. squro. Not artesian. 

Ten®. 7-W, 55*1.; 9-16, 53*r.

11-36-6 Shallow well (IJELIDI)

In NWlA of NWlA see. 11, T.3&N, R^E. Temp. 7~l4, 56**.; 9-23, 63.5*?.

12-36-S Ed Knapp well (15EL221)

In SWlA of NWlA see. 12, T.36N, R.gE. Depth 12.9 ft-i di ' * ft- squre. Mop. 7-1%, &5*'-

13-36-* » K- OiToole well (15E.3P1)

In SElA of SWlA see. 13, T.3&N, R.«E. Depth 11.5 ** Dlam - 5 ln- Tan*' 7"1?! 55*'-

Shallow well 

In NSlA o

15-36-6 Dug well ( 15E.5R1)

In SElA of SSlA aee. 15, T.36H, R.JE. Depth 49.1 ft.; dlam. 3.5 ft. square. Not artesian. 

Tamp. 7-l«, 5«*J.; 9-16, 56'*.; U-13, 52.5*?.

21-3&-g Roy Trailer well (15K21H1)

In SElA of NEl/t see. 21, T-3&N, R.^E. Depth 105.3 ft.; dlam. 3.5 ft. square. Hot 

artesian. Temp. 7-20, 55*F.; 9-l6, 51T.J n-13, 50'F.

23-36-6 School Distrlet No. 35 weU

In SWlA of SHlA 8ee > 23. T.3&N, R.JE. Depth j4 ft.; dlam. 6 in. Not artesian. 

Temp. 7-20, 54-1.; 9-16, faO.S'I.

26-36-6 L. E. Tlnoins well (15E26H1)

In SElA of SElA **c. 26. T.3&N, H.gE. Depth 17.3 ft,; diam. 3.5 ft. square. Not artesian. 

Tea». 7-20, 56*!.; 9-l6, bO'f.; U-13, 52'J.

5-30-9 Shallow well ( IJLjjNl)

In SWlA of SW1/4 see. 5, T.3faH, H.9E. Temp. 9-23, 64 *.

7-36-9 Shallow well (15L7C1)

In KELA of OTIl A see. 7, T.36H, H.9E. Tamp. 7-14, 55*J.; 9-23, 66*J.

7-36-9 D. E. ftrker Irrigation well (151.711)

In SlttA of SWlA sec. 7, T.3&N, H.9E. Depth 23 ft.; diam. 10.5 ft. square. Hot artesian. 

Temp. 7-14, 5<*I.; 11-9, 52*'.

13-36-9 Shallow well (1514.3*1)

In HH.A °f NElA see. 13, T.36H, R.9E. Slev. a.P. 7, 55* .40 ft.

Shallow wall (15U.4D1)

In NWlA of lA fle«. I1*. T.3&N, R.9E.

16-36-9 ShaUow well (1510.601)

In NWlA of NWlA see. l6, T.3oN, R.9E. Temp. 9~23, &9T.

17-36-9 Shallow well (1514.70!)

In NWlA of NWlA see. 17, T.3&H, R.gz. Temp. 9-23, &*T.

19-36-9 ShaUowweU (1510.98!)

In NWlA of NElA see. 19, T.3&N, R.gfi. Taap, 9-23, 64T.

25-36-9 Shallow wall ( 151252!)

In NWlA of NWlA see. 25, T.3&N, R.9E. Sler. RJ. 7,573.04 ft. Tenp. U-9, 46«J.

27-36-9 Shallow wall (1512701)

In BWlA of NWlA see. 27, T.3&N, H.9E. Taap. 9-24, 72T.

30-36-9 Shallow well (151,3001)

In SWlA of NElA see. 30, 1.368, R.9E. Temp. 9-24, 6o-F.

(92)
San Lola Valley, Colorado, Ground Waters - 15 - 

(Conductance)

Date

7-14

7-1*

7-1*

7-15

7-1*

7-14

7-20

7-20

7-20

7-24

7-1*

7-1*

9-1*

11-12

7-1*

7-1*

9-23

7-15

7-15

9-2*

Kiev. 

U.S.

7570.10

02VC

69.9

5*.4

37-1

*6.5

79.2

79-9

**.5

33-9

53-5

1*4

44.1

56.2

562

7*7

290.*

15*

160

37*

*9i

120

Date

9-16

9-23

9-15

9-15

9-23

9-16

9-l6

9-16

9-16

9-23

9-23

9-15

9-2*

9-23

9-23

11-11

11-9

9-2*

11-11

Blev. 

W.8.

7570.60

S°C

47.1

51.0

*0.*

*7.i

6*.2

**

*2.*

*i.5

5*.i

54.1

104

*2.1

M5

24*

124

1*6

247

390

104

Date

11-13

11-11

11-11

11-11

11-13

11-13

11-13

11-13

11-11

11-12

11-9

11-12

1M1

11-11

11-11

11-11

Blev. 

U.S.

7570.51

£$

*4.o

*3.o

50.0

69.5

50.6

*3 .6*

».,

5*.6

50.0

93.0

55-3*

352

307

114

240*

3*4

Date

11-14

Blev. 

U.S.

Erlo5

5*.6*

Index No.

*-3&-4

11-36-4

12-36-4

13-36-4

i*-36^

15-36-4

21-36-4

23-36-4

26-36-4

5-36-9

7-36-9

7-36-9

13-36-9

i*-3&-9

16-36-9

17-36-9

19-36-9

25-36-9

27-36-9

30-36-9

"Detailed analysis

(93)
San Luis Valley, Colorado, Ground Haters - l6 -

(Conductance) 

_______Location and Description__________

33-36-9 Shallow well (151.3381)

In SElA of SB1/). sec. 33, T.3&N, H.gS.

35-36-9 Shallow wall (15L35R1)

In SElfi of SSlA sec. 35, T.36H, R.gE. Elar. R.P. 7,5*2.35 ft.

i|.-36-10 Shallow well

sec. 4, 1.3611, R.10E.

16-36-10 Shallow well (15M16R1)

In SElA of SSlA see. l6, T.3&N, R.10E.

25-36-10 Shallow well (15M25A1)

In NE1/4 of ESlA see. 25, T.3&N, H.10E. Temp, g-2^, &2-F.

2g-36-10 Shallow wall (15MSJR1)

In SElA °f SElA see. 2g, T.3&N, R.10E.

29-36-10 Shallow we 11 ( 15112910.)

In NW1/* of 3K1/H sec. 29, T.36H, R.10E.

36-36-10 Shallow well (15U36H1)

of SElA see. 36, T.3&N, R.lOi). Temp, g-2^, 62°F.

7-36-11 Shallow well (15S7»1)

In SWlA of SXlfi see. 7, 1.3611, R.11B.

3-35-* Shallow wall (1&K3J1)

SEl/f sec. 3, T.35H, R.^E. Tamp. 7-20, 63"F.; 9-17,

23-35-* J. Luis RiTera well (1&B23D1)

In NUlA of 1W1/* sec. 23, T.35N, R.^E. Depth 60.5 ft.; 4 ft. square. Temp. 9-2^, 51*F. 

Not artesian.

5-35-9 Shallow wall (1&L5D1)

In NWl/U of HWlA sec. 5, T.35N, H.9E. Temp. 7-15, 5*'F.

1^-35-9 0. 0. Ken ton Artesian wall (loLlgRl)

In SM./* of SBl/* sec. li>, T.35N, R.gE. Depth 75 ft.; diam. 2 in. Tenp . g-21, 53.5*?.

23-35-9 Oo10 ' State Fish Hatchery Artesian well (16L23M3 52)

In HW1/*I- of am.fi sec. 23, T.35N, R.9E.; one half mile south of la Jara. Depth 300 ft.; 

cased 155 ft.; diam. 5 in. Disch. 70's»B. Temp. 9-26, ^9-5'F.

23-35-9 Colo. State Fish Hatchery Artesian well (l&L231l6--r56)

In tOli A of Sffl/l- sec. 23, T-35N, R.9B.; one half mile south of la Jara. Depth 210 ft.; 

cased 200 ft.; diam. 5 in. Disch. est. 50 am. Temp. 9-2&, ^9.5'F.

31-35-9 Tennis Staith Artesian well (1&L31A1)

In NE1/4 of ME1A sec. 31, T.35N, R.^S. Depth unknown. Diam. 2 in. Diach. 2.9 Epm. 

Temp. 9~21> ^7"F. Head 7.15 ft. above ground surface NOT. li.

32-35-9 Frank Morgan Artesian well (1&L32P1)

In SE1/* of SWlA sec. 32, T.35N, H.gE.. Depth 6l ft.; diem. 2 in. Non-flowing. 

Temp. 7-23, 50-F.; 9-21, 50.5'F.

6-35-10 Shallow well (l6ll6Hl)

In SE1/4 of NElA sec. 6, T.35», R.10E.

9-35-10 ShaUow well (1&M9A1)

In HElA °f HElA seo- 9> T-35N, R.10E.

2^35-10 Flowing Artesian well (l6jJ2tLl)

In NElA °f SHl/i. sec. 24, T.35N, R.10E. Owner unknown. Depth unknown; diam. 3 in. 

Temp. 7-24, 5*.5«F.
San Lula Valley, Colorado, Qround Waters - l6 - 

(Conductance)

Date 

19^

11-11

7-16

7-2?

7-16

9-2*

7-15

7-15

9-2*

11-13

7-20

9-2*

7-15

7-23

9-26

9-26

9-21

7-23

7-16

7-16

7-*

Kiev. 

W.S.

7576.19

BcloS 

92"i'C

239

109

*og

7*5

76*

30$

no 

water

59.6

95.9

36.0

20.4

2*1

19.3

17.5

19.5

25.1

21.0

95.6

*57

17.2

Date 

19-?6

9-15

9-16

9-16

11-13

9-16

9-16

11-13

9-17

10-15

11-11

9-21

ii-i£

11-1$

10-15

9-21

M9

Kiev. 

W.S.

7575.60

Eclo5

azvc

77.*

Wo

766

1570

*92

252

*5-9

32.5

19.1*

151

16.3

17.2

19.«

25.6*

19.*

l6.2»

Date 

19^6

11-12

11-5

11-12

11-12

11-12

11-13

11-lg

10-15

11-1S

ll-l£

11-1«

EleT. 

W.S.

75?6.3«

EcloS 

92«i*C

*3.5

500

($30

336

13«

32.9

17.7

15.0*

25.*

19.6*

15-3

Date 

19^6

11-K

Kiev. 

W.S.

EiloS 

0215*0

1*.0

Index No.

33-36-9

35-36-9

*-36-io

16-36-10

25-36-10

2^-36-10

29-36-10

36-36-10

7-36-u

3-35-*

23-35-*

5-35-9

W-35-9

23-35-9

23-35-9

31-35-9

32-35-9

6-35-10

9-35-10

2^-35-10

 Detailed analyaia 

82343 O 38 7

(95)
San Luls Valley, Colorado, Ground Waters - 17 - 

(Canductanee)

10-34-9 B. Bake Artesian1 wall (17L10D1)

In HW1/U of HWl/t* sec. 10, T.jMH, R.9*. Depth 68.5 ft.; diam. 2 ID.; dlsch. 2 gpm. 

Tonp. 7-23. 50°'.: 9-21. 50.5*1.

1O-3M-9 Urs. T. t. Honnlctttt Artasian mil (iTLlOBl)

ID SB1/1* of SJ1/1* sec. 10, T.3^S, R.9I. Depth 75 ft.; dian. 2 in.; disch. 0.25 &*> 

Te«5>. 7-23, 50»I.; 9-21, 51»T.

(96)
San Luie Valley, Colorado, Ground Waters - 17 - 

(Conductance)

Date 

19 tf

7-23

7-23

Elev. 

W.S.

KxlOS

 aw

18.8

20.7

Date 

19-56

9-21

9-21

Elev. 

W.S.

KzlCP 

 2^°0

lg.lt

a.i

Date 

1916

10-15

10-15

Elev. 

W.S.

KxloS 

 2<5eC

19.2*

21. 6*

Date 

19^6

11-18

11-18

Elev. 

W.S.

KxlO-' 

 2^°C

19.2

21.3

Index Ho.

10-3U-9

10-3U-9

 Detailed analysis

(97)
Middle Rio Orande Valley, New Mexico, Surface Waters

(Conductance) 

________Location and Description____________

In the following descriptions the townships and ranges are referred to the New 

Mexico principal meridian; the elevations are by the Geological Survey. In the 

facing tables the conductance values are given as reported by the Geological 

Survey and by the State of Texas. For some stations there are reports from both 

agencies. In general, the State of Texas reported discharges and not gage 

heights and the Seological Survey reported gage heights but only a few discharges. 

In respect to the stations on drains the initials "B.S.D." mean riverside drain 

and "I. D. " interior drain.

10-26-13 Rio Lucero near Arroyo Seoo (6).

Lat.36°30', lone.105'321 , sec.10, T.2&N., R.13E.; 200 ft. above Rio Luoero Diversion Dam, 

2 miles southeast of Arroyo Seco, 4-1/2 miles north of Taos Pueblo. Zero of gage la 

S0l*g.92 f*. above sea level. Sampled and analyzed by U.S.G.S.

23-25-12 Rio Taos near Los Cordovas, N. Mex. (7).

Lat.36°23', long.105'39', Nl/2 sec.23, T.25N., R.12E.; about 50 ft. below mouths of

Hio Ranehos de Taos and &rrayo Seoo, \/Z mile northeast of Los Cordovas, and 4 miles west

of laos. Zero of gage is 6710.59 ft. above sea level. Sanpled and analyzed by U.S.G.S.

29-23-10 Embudo Greek near Dixon, N. Mex. (9).

Lat. 36°12', long.K>5°55', sec.29, T.23N., R.10E.; 1 mile northwest of Dixon and 1-1/2 

miles above confluence with flio Grende. Zero of gage is 5925-56 ft. above'sea level. 

Sampled and analyzed by U.S.G.S.

24-17-10 Santa Fe Creek near Santa Fe, N. Mex. (11).

Lat.35°4l', long.105*50', SWl/l SM.fi sec.24, T.17N., R.10E.; about 300 ft. below upper 

storage reservoir of New Mexico Power Co., end 6 railes east of Santa Fe. 

Sampled and analysed by U.S.G.S.

13-15-5 Galisteo Creek at mouth (g&6.2).

In sec.13, T.IJH., H.gE., above confluence with Rio Grande. Sampled and analyzed by the 

State of Texas.

19-25-7 El Rito Creek near El Rito, N. Hex. (g).

Lat.36°23', Iong.lo6°13', sec.19, T.25H., R.7E.; 3 miles northwest of El Rito. 

Sampled and analyzed by U.S.G.S.

33-23-2 Rio Chama near Tierra A-narilla, N. Mex. (5).

Lat.36«35' , Iong.lo6«44i, NElA MaA SElA seof 33, T.SiiN., H.2E.: 1^00 ft. below El Vado 

Dam, and 13 miles southwest of Tierra J*marilla. Zero of gage is 6726.455 ft. above sea 

level. Sampled and analyzed by U.S.G.S.

31-22-g Rio Chama near Chamita, N. Mex. (10).

Lat.36»o6', Iong.lo6°0g', Sl/2 sec.31, T.22H., H.gE.;-50 ft. below Espanola-Ojo Caliente 

Hi^iway bridge, 3~3A miles northwest of Chamita and k miles above confluence with Rio 

Grande. Zero of gage is SfijU.ogft. abore sea level. Sampled and analyzed by U.S.G.S. 

and State of Texas.

23-23-9 Rio Grande at Embudo, N. Mex. (T).

SVfl/4 sec.23, T.23N., R.gS.; about 2-1/2 miles below Embudo Creek. Sampled and analyzed 

by the State of Texas.

13-19-7 Hio Creole at Otowi Bridge, near San Ildefonso, N.. Mex. (A).

Lat.35'^9'30", Iong.lo6°7'2^», sec.13, T.igN., R.TE.j at Denver & Rio Grande Western 

Railroad bridge, 2 miles southwest of San Ildefcnso and 3 miles'below mouth of Tesuque 

Creek; approximately 5,500 ft. above sea level. Samples by U.S.G.S., analyses by 

U.S.B.P.I. Zero of gage is ^HtM ft. above sea level.

(98)
Middle Rio Grande Valley, New Mezl co, Surface Waters 

(Conductance)

Date 

1936

7-2

9-9

7-2

9-30

7-1 

7-l4

7-l4

7-23

7-30

7-3 

7-12

7-13 

7-24 

7-31

ei-14

3-3

7-20

9-24

7-21

7-23

3-11

3-19

5-26

7-2

3-1 &-*

3-12

3-11

5-23

b-10

6-23

6-30

G. H.

0.93

0.34

1.46

1.63

1.67 

2.43

2.53

1.97

2.22

0.74 

0.32

0.^5

0.35

I.Ob

O.gO

0.39

0.9*

5 >13

&'.o6

6.23

2.53 

2.90 

1.94

2.32

Dlsch. 

c.f.s.

16

13

8

20.3

22 

53

53

7

8

5.9 

8.6

9.4 

9.8 

9.8

2^.0

11.0

1.9

1.6l

388

1,200 

397 1.090

1.060

515

900 

1.180

3io

890

2920

947

1170

(82^0

11.3

11.9*

71.9

39.*

39.5 35.1

39.4

43.4

&

4)9

6.0

6.6

21E

11-5

13.3

26.'9 

23.3

23.6

23.4

27.4

3L3 

31.2 

77.9

31.2

33-6

24.0

3U3

24.2

1320 30.2

Date 

1936

7-30

9-22

7-29

10-21

3-10 

3-25

glf

8-23

9-4

9-11 9-13

9-25

10-2

3-3

10-29

9-1

9-3 

9-15

9-29

3-3l

9-11 9-23

10-1

5-26

7-s 7-15 7-27

3-3

G. H.

0.32

0.33

1.32

1.7*

2.54 

2.30

2.42

2.36

0.98 

0.34

0)76 

0.62

0.64

0.96

0.96

1.23

5.62

5-56

3.64

2.73

2.64

2.24 

1.72

Disco. 

c.f.s.

12

ll*

5-5

28. 8

1*9 

29

16.3

26.4

8.1

7->* 

4.7 

2.2

2.1*

11.9

3-3

9.05

686

675 

665

16

63*

143

1330

£43

1125

706

s$

12.6

12.1

7

PS37.2

36.2

6.4 

6.1

7.0

6.S

7.0

6.9

6.6

23.2

26.9

21.9

23.7 

25.6

47.4

40.0

33-2 

74.0

55.*

21.5

33-2

39-6

42.1

Date

8-11

3-27

9-10

9-21

9-23

10-ig

10-16

10-23 s?11-13

3-20

10-6 10-13

10-20

10-27

10-17

11-7 

11-23 

11-30

3-13

3-23

9-3

9-21

0. E.

0.93

1.*

2.65 

2.92

2.11

0.90 

1.00

0.94 

0.§2 

0.92

0.76

0.93

l'&

5.84 

5.«1

5.30

2.20

ii*

as oh. 

c.f.s.

20

13.6

3370.0

1*0

13.3

2.5

2.5

2.53

353 675 

72.1 

84

1200

93l

1050

775

KilO? 

<82<i°C

10.5

54.2

23.0 

33-5

33-3

3L7

6-3

6.0

6.4 

6.2 

6.0

6.1

12.6

57-3

31-5 

32.5

31-4

4l.4

36.4 

55.4 

67.7

31.5

32.1

33.0

37.3

Index No.

10-26-13

23-25-12

29-23-10

24-17-10

13-15-5

19-25-7

33-23-2

31-22-3

23-23-9

13-19-7

(99)
Middle Hio Grande Valley, New Mexico, Surface Waters - 2 -

(Conductance) 

_______Location and Description________________

Streams; (Oont'd)

17-16-6 Rio Grende at Cochiti, N. Max. (12).

Iat.35'3*', Iong.lo6'19< KELA sec.17, T.1&N., H.oE.; at highway bridge 1 mile northeast of 

Cochiti and & miles above mouth of Galisteo creek. Zero of ^ge is 522^.76 ft. above sea 

level. Sampled and analyzed by U.S.G.S.

13-15-5 Rio Grande at Pena Blanoa N. Mex. (^65.9).

NWlA see.13, T.IJN., R.JE., above outlet of Pena Blanoa H.S.D. Sampled and analyzed by 

the State of Texas.

17-l't-5 Rio Grande at San Felipe, N. Mez. (21).

SWl/f sec.17, T.lUN., H.5E.; at highway bridgi 3300 ft. balow mouth of Tonque Arroyo, 1/2 

mile above San Felipe, and about 12 miles northeast of B8malillo. Zero of gage is jllO.J 

ft. abore sea level. Sampled and analysed by U.S.G.S. and State of Texas.

3-13-if Rio Grande at Angostura Diversion Dam, N. Mex. (£79.5).

SEl/f seo.3, T.13N., R.l«.; near Algodones N. Mei. Sampled and analyzed by the State

Texas.

13-10-2 Hio Grande at Old Town Bridge, N. Mex. (901.3).

SEl/f sec.13, T.10N., R.2E.; at highway bridge 1 mile west of Albuquerque. Sampled and 

analyzed by the State of Texas.

24-6-2 Rio Grande at Isleta, N. Mex. (W).

Wl/2 sec.2U, T.tfN., H.2E.J at highway bridge just east of Isleta, and inmediately upstream 

from Isleta Diversion Dam. No gage. Sampled and analyzed by U.S.G.S. and State of Texas.

16-5-2 Sio Grande near Belen, N. Mei. (933-1).

Sec.l6, T.5N., R.2E.; at highway bridge 2 miles east of Belen. Sampled and analyzed by 

the State of Texas.

12-2-1 Rio Grande near Bernardo, N. Mex. (7^).

NWl/( sec.12, T.2N., R.1E.; at bridge on highway U.S. 60, 2 mi lee east of Bernardo. Zero of 

gage is '(723.9* ft. above sea level; that of the east gige, left bank, is ^723.^9 ft. above 

sea level. Sampled and analyzed by U.S.G.S. and State of Texas.

(100)
Middle Bio Qrande Valley, New Mexico, Surface Waters - 2 - 

(Conductance)

Date 

19^6

7-21

7-3°

8-*

s-11 

8-21

g-ii

1-30

7-10

7-22 

7-28

8-* 

8-10

8-17

8-2*

9-2&-311

1M-9-2F 1-9

3-3

3-20

*^

9*735 11-2355

1-10

1-31

3-5

7-21

tf-9 5-7

5-25 6-10

7-7

7-17 7-2*

3-6

9*735

1-10 

2-1

3-7

V21

*-10

5-8 

p-26

h-10 

6-2*

7-7

7-18

<J. H.

3-9^ 

3-77

*.35

2.00

*.30

3,55

5 'i5 

3.9*

*.o*

3.^3

2.*5

Disch. 

c.f .s.

513

335

1,020

2.150

773 

2,280 

898

780

1,040 

622 

1,360

2.360 

996

1,170

675

1.110

650 

13*

304 

112 

532 

370

KxloS

*9.2 

*3 .6

39.2 37.5

39.6 

fy.i. 

3*.7

*2.3

36.9

*o.7

*2.*

35-6

51.2 

58.0

*2.*

*0.8

60.2

*2.3

35-3

S.**

55-5

bo .6

63.0

56.0

60.0 56.2 55.7 52 'I

30.6

*2.7

*5.8

olio

67.6

90.6

63.0 61.6

60.9 59.*

79.6 

31.2

41.* 

68.7 

91.6

66.* 

80.7

Date 

1936

9-11

9-12

9-23

9-30

10-7

10-1*

8-31

9-7

9-1* 9-21

9-28

10-5

10-1*

3-3°

*-B

5-7

fa-s

34

7-2*

7-29

8-5

8-12

8-13

8-18

8-2*

9-2

9-8

9-16

9-21

3-21

1 7-30

8-3

8-10 

8-17 

8-2*

£?

9-1* 

9-21 

8-13 9-2 

9-1*

G. H.

*.3* 

*.05

*!62

*.i5 

*.oo

*.21

*.22

3-5* 

3.78

3*^5

3.51

1.75 

3.11

1.97 

3.02

2-75 

3.8* 

2.56 

2.85 

2.90

Disch. 1 EcloS 

c.f .s. 1 025*0

600

690

1,180

630 ii;

1.370

919 

780

1.710 

700

831

1JU

577

2,300 

568

730

670

1,440

J- 7' 

613

622

1,080

53 

777 171 

171 

758

704 

428 

660 

830 

171 

631 

660

31.1 

32.1

*0.1

*o!* 55.5

*5.o

35-3 S:f

*i!&

*i.3

f'o

33*2

2*. 2

29.5

51.5

65.8

^7-9

64.5 

52.7

51-3

*5.2

50.1 

39-3

51.1 

*5.o

*5.2

*g.*

69.7

101

73.6

m

70.7

m

66.5 

61.9

93-6 

73.2 

6* .8

Date 

1936

10-23 

10-23

11-4

11-11

11-17 

11-25 12-3

10-21

10-28 

11-* 

11-11

11-17 

11-25

12-2

6-22

7-7

8-30

10-1

3-21

9-28

10-3

10-9

10-1*

10-21

10-27

ii-9 11-16 11-23 11-30 12-3

G. H.

*.31 

*.*2

*.50

*.08 ii'!

3-79

*.12 

3.7*

3.90 

3-99

3.85

6-23

10-5

10-12

10-13 

10-26

11-2

11-16 

11-23

12-1

3-93

3.20 

3.00 

3.06

3-3^

3-25

2.96 

2.93

2.83 

2.96

Disch. 

c.f .s.

730 

1,010

1,080

660

958 

700 

720

952

1.150 

1,260 

842

985

810

820

4,960 "giO

817 

622

910

1,600

1,440

839

1,100 

1,180

751

1,020

2.330

724 

942 

644 

740 

1.270 

1,520 

1,270 

776 

75« 676

KjcloS

39.2 

37.*

36.9

37-5

32.5

3*.o

39-8

39-5 35.2

i*:9

35.9

26.0 62.*

*3«8

*5.2

*5.e!

*5.6

78.*

53.6

53-9 5*.8

*9.9 53.6 50.1 50.8

*lii

*«.*

50.8

93.0

1*2

6&!i 

61.8 61.5

55^ 

65.2 

63.* 

67.6

Index Ho.

17-16-6

13-15-5

!7-l*-5 '

3-13-*

13-10-2

2*-S-2

16-5-2

12-2-1

(101)
Middle Bio Grande Valley, Hew Mexico, Surface Waters - 3 -

(Conductance) 

Location and Description

Streams; jCont'd)

Hio Grande at San Acacia, H. Mex. (f!2) .

HEl/t sec.l, T.1S., R.1W. , l/$ mile downstream from diversion dam, and 3/3 mile east of San 

Acacia. Zero of west gage ia 11-662.56 ft. above sea level, that of east ffige is ^663.03 ft. 

above sea level. Sampled and analyzed by U.S.G.S. ind State of Texas.

32-4-1 Rio Grande at San Antonio, H. Mex. (9*7.9).

SEl/*f 380.32, T.^S., R.1E.; at highway bridge 1 mile east of San Antonio. Sampled and 

analyzed by the State of Texas.

19-7-1 Rio Grande at San Marcial, H. Mex. (1000.6).

Sec.19, T.TS., fl.lW.; at railroad bridge 1 mile below San Mercial. Zero of gage is ^55. 

ft. above sea level. Sampled and analyzed by -the State of Texas,

7-15-2 Jemez Greek near San Yaidro, H. Hex. (T).

Se c.7, T.15N., R.2E., above the junction of Salado branch. Sanpled and analyzed by the 

State of Texas.

1-15-1 Jemez Greek, Salado branch near San Ysidro, H. Hex. (T).

Sec. 1, T.IJN., R.1E., above -tie junction with Jemez Greek. Sunpled and analyzed by the 

State of Texas.

3B-Ill-It Jemez Greek near Bernalillo, H. Men. (25).

Lat.35«23'!«>«. long.106*32125", Sl/2 sec.3a.T.l>«., fi.^E. j about 2 miles above confluence 

with Hio Grande, and 6.2 miles north of Bernalillo. Zero of gigs is 5120.11 ft. above 

sea level. Sampled and analyzed by U.S.G.S. and State of Texas.

31-7-1 Hio Puerco at Rio Puereo, N. Mex. (51).

Lat.3^7' , long.107'00' 360.31, T.yH., R.1W., at railroad bridge, 16 miles west of

Los Lunas. Zero of gage is 5003.63 ft. above sea level. Sampled and analyzed by U.S.G.S.

8-2-1 Rio Puerco at bridge on highway U.S. 35 (101).

SElfi seo.3, T.2N., R.lE., 5 miles southeast of the village of Picacho, H. Hex. and 1.5 

milea above junction with Rio Grande. Sanpled and analyzed by U.S.G.S. anfl State of 

Texas. (950.5).

glt-1-1 Rio Salado, near mouth, near San Acacia, N. Mex. (31).

Wl/S sec.jfc, T.UJ., R.l'*., at highway bridge 2 miles north of San Acacia, about 9 miles 

southwest of Bernardo, and 3 miles above junction with Rio Grande. No gage. Sampled and 

analyzed by U.S.G.S. and State of Texas.

31-3-7 Alamosa River near Monbioello, N. Mex. (96).

Lat.33"35', long.107'36', SWl/^ sec.31, T.gS., fl.TW., 15 miles northwest of Monticello, 

just below mouth of Wildhorse Greek, the Alamosa dam site and old Fort Ojo Oaliente, 600 

ft. below head of box canyon. Zero of gige is ft. above sea level. Sampled and 

analyzed by U.S.G.S.

(102)
Middle Rio Grande Valley, New Kexieo, Surface Waters - 3 - 

(Conductance)

Date 

1936

1W535 1-11

2-1

3-7

4-io

5-8

5-26 

b-ic 

7-7

7-io

7-26

13*555

2-1

2-21

3-22

3-22

£-17

12-1355

02-33-35

3-4

3-20

4-8

7-24

7-2*

*-4

7-23

8-3

*-n

8-1?

4-22

8-31

3-7

5-8!

7-15

3-4

*-4

8-7

6-25

7-11

7-23

7-29

*-3

7-11

0. H.

2.00

n 1.94oil 

0.62

0.56

1.00 0.69

0.61

1.4*

1.5*

1.47

9-13 1.01

Disch. 

o.f.s.

6.390

1.850 

257 

3*9

506

21

1

0

0

19

1

333

37

11

874

565

100 300

0.75 15

4o

6.9,

7.24

Krlo5 

025-0

95-5 

74.5

7* .4

73.6

61. R 

72.0

37-7

44.7 

71.2

*0.0

110

127

96.1

*0.2

7* .8

6*. 2

75-1

74.0

1400

219

91.*

46.6 

95.4

106

274

i4g

251

302

356

210

317

197

2*0

195

210

337

359 365

19§

291

279

472

263

228

*1.0

73-3

Date 

1936

$-1

*-5

*-10

*-i5

S3*-3i

9-* 

9-i4 9-14

9-21

4-io

5-<

5-2*

2-17

8-6

8-22

t-y. 

9-14 

9-21 9-2*

10-6

10-12

9-9

9-13

9-20

9-27

10-26-

4-21

*-21

9-2

9-14

9-23

9-24

8-21

G. H.

3.16 

2.'(-0

1.16

1-95

1.6*

£ :li

2.52

0.22

0.54

1.4*

0.52

3< ?

0.65

*-3i

9-2 |

9-11

d-13

11-12

1.46

1-59

Disch. ! Krlo5 

c.f.s. [ a25"0

, 533 

^.380

331

67

429 

99>»

569

39U 

70U 

70U

4i6

8

4

is

27 

125

?3

48

3

798

1

»,680

132

800

400

700

200

200

300

6.7

8.09

106

195

130

91-7

76.5 

*8.4

*9.*

75.^ 

9* .2

102

7*.i

91.7

40.0

53-1

1270

110

1)3

562 

279 

256 

194

121

127

25*

122

3*9

171

322

339

26*

245

161

194

197

133

125

139

205

79-5

63.9

Date G. H. 

1936

9-28

10-3

10-5

10-12

10-19 

10-2b

11-2

11-9

11-16 

11-23

12-1

7-7

8-15

10-3

10-18

10-25 11-5

11-12 

11-14 

11-1*

11-25 12-5

11-5

11-10

11-1*

11-22

12-2

11-3

11-10

11-19

11-17

11-23

12-1

9-14

9-27

9-28

9-2*

8-2*

3-7*

3-13

2.88

3.12 

3.50

3-56

3.24 

2.94 

3.92 3 .*4

0.26

0.20

0.25 

0.20

0.32

0.56

0.5*

0.54

0.52

0.51

Disch.

c.f.s.

6,860 

814

828

690

912 

1.230

1.570

1,120 

&

786

8

80 

44 

44

?g

40

62

_

6.95

5

i.oo

2.00

2.0Q

2.00

75

*00-1000 125

7.56

Rd.o5

a25°p_j

94.1

82.9 74.7

m64.2

60.3 

76.2 

73-1

90.4

96.5

s6.i

96.6

152

208

112

114 

120 

136

1*7

174

306

344

526

4*3

4*5

272

375 465

422

522

507

132

91.4

76.4

80.5

67.4

Index No.

1-1-1

32-4-1

19-7-1

7-15-2

1-15-1

32-JA-*

31-7-1

8-2-1

A-l-1

31-^-7

( 103)
Middle Rio Qrande Taller, New Mexico, Surface Waters - 4 - 

(Conductance)

Index No. _________ ____ ______ Location and Description _______________________________ 

Streams ; (Cont'dl

33-16-11 Ulmbrea Hirer near Mlmbres, N. Hex. (99).

Lftt.32*52', Iong.l07'59i , SE1/4 HWlA sec.33, T.1&S., H.lW.; 1-1/2 miles northwest of 

Hlmbres. Zero of gage is ft. above sea lerel. Sanpled and analyzed by U.S.G.S.

7-20-10 MtabreB Hirer near laywood, N. Hex. (100).

Lftt.32'36', long. 107* 531 , sec.7, T.20S., fi.lOW.j about 6 miles northeast of Faywood Hot 

Springs and 10 miles northeast of Faywood. Zero of gage is ft. above sea level. 

Sanpled and analyzed by U.S.G.S.

15-llj-lO Rio Tularosa near Tularosa, N. Hex. (97).

Lftt.33«07', long.!05*57t , SWl/t SWl/4 sec. 15, T.l4s., R.lOl.J 200 ft. abore dlrersion dam 

for Ailarosa Community %tch and 5 miles northeast of Tularosa. Zero of gage is ft. 

above sea level. Sampled and analyzed by U.S.G.S.

4-17-11 Alamo Creek at Wood Ranch near Alamo go rdo, N. Mex. (9*).

Lat.32«51'25", long.105'50'00". SWl/ty sec.4, T.17S., H.11B. ; 100 ft. abore road crossing at 

Wood fianch and $ miles southeast of Aiamogordo. Zero of gage is ft. abore sea level. 

Sampled and analyzed byU.S.G.S_.

Canals ;

14-15-5 Sill Main Canal near Santo Domingo, N. Ilex. (13).

HWl/*l sec.l4, T.15N., R.<jS.; at road crossing 2 miles northwest of Santo Domingo and 

opposite mouth of Qalisteo Creek. No gage. Sampled and analyzed by U.S.G.S.

Sill Main Canal, at end, near San Felipe, N. Mex. (19).

MU/4 sec.g, T.14N., H.5E.; at road crossing 1-3A miles north of San Fell pe, and 6-1/2

miles downstream from mouth of Galisteo Creek. No gage. Sampled and analyzed by U.S.G.S.

19-15-6 Cochitl Main Canal at Santo Domingo, It. Mex. (14).

BWl/f sec.19, T.15H., fi.oE.j at road crossing 3/4 mile east of Santo Domingo, 1-1/4 miles 

from Rio Grande, and 1-1/4 miles southeast of mouth of Galisteo Creek. No gage. Sampled 

and analyzed by U.S.G.S.

20-14-5 Cochiti Main Canal at San Felipe, N. Mex. (20).

NE1/4 sec.20, T.14H., R.5E.; at road crossing 1/2 mile from Bio Grande,3/4 mile east of San 

Fellpe, and g miles downstream from mouth of Galisteo Creek. Zero of gage is 5162.6l ft. 

above sea level. Sampled and analyzed by U.S.G.S.

10-13-4 Albuquerque Main Canal, at head, near Algodones, N. Mex. (24).

HE1/J sec.10, T.1JN., R.4E.; 1 mile west of Algodones. 6 miles northeast of Bernalillo, and 

opposite mouth of Jemez Creek. Zero of gage is 5071.63 ft. abore sea level. Sampled and 

analyzed by U.S.G.S.

17-11-3 Albuquerque Main Canal, at end, near Alameda, N. Mex. (36).

SEl/f sec.17, T.11N., R.3E.; at highway crossing 1-1/2 miles southwest of Alemeda, 1 mile 

downstreaa from highway bridge over Rio Grande, and about 12 miles below canal head. No 

gage. Sanpled and analyzed by U.S.G.S.

(104)
Middle Rio Qrande Valley, New Mexico, Surface Waters - * - 

(Conductance)

Date

7-12 9-20

7-12

7-17

9-21

7-17

8-7

i-i 

8-15

7-15

7-29

8-20

S-27

7-29

8-13

8-27

9-3

9-10

7-9w 7-1*

7-21 

7^9 8-5

8-13

8-20

7-23

7-2*

S-* 

8-10

8-17

7-23 

7-28 

8-*

8-10

S3

8-31

7-9 

7-1* 7-2*

7-2*

8-1 

8-5 

8-12 

8-19

0. E.

il67

0.*2

2.10 

2.6*

O.l6

O.lg

0.17 

0.17

0.8* 1.26

2.28

2.50 

0.40

2.16

If

*«w

5.10 4.66

*.32

Dlsch. 

c.f.s.

b*:576

1.0

ii'.i

1.08

.82

-

W»

10 

0

32

316 

166

306

316

2Ug

80

025*0

2**

61.1

191 

1*0

66.9

67.8

67.0 

60.9

*3.o

35-3

33.3

30.3

3*.7

32.*

35 *

37-*

32.7

33.0

33-5

*9.2 s?56.9

32.7 29.5

3*.*

33.1 

?"o

32^5

3*!2

62.5

4ol* *g.*

40.2 

89.2 S:j

*o.3

Date 

1936

8-13 

11-13

8-10

11-16

8 22

8 29

9-5 

9-12

9-3

9-10

9-16

9-30

10-7

9-16

9-30

10-7

10-iU

10-21

9-3

9-10 9-16

9-23

9-30

10-7

8-2*

9-21

9-2*

9-7, 9-1*

9-22

9-2*

10-5

10-1* 10-19

8-26

9-2 

9-9.

9-16

9-23 

9-30 10-6

0. E.

1:8

0.32

2.32 2.76

0.17

0.17

0.17 

0.17

1.26

i;«

l.*6

l.**

l.*0

2.16

2.52

0.76

5.0* 

5.3* 

5.20

*.bO

*.90

Dlsch. 

c.f.s.

3.1 

U.26

1.0

12.3 

13

~

-

25

56

0

282 

295 

293

0

212

26*

266

*0

«^°0

2S.1 

25.7

59-1

171

1*3

67-3

66.5

66.9 

65.8

32.*

33'1 32.6

*9«*

39«*

32.8

50.6

*1.0

38.0 37.5

35.3 32.5 32.5 32.3

*9.4

*o.*

3* -9

I?36.1

33.*

*7»*

*i.3

*0.2

39-5

|l

3*.6

37-9 50.2 

*o.6

Date 

1936

8-29

8-29

9-2

9-22

11-17

10-1*

10-21

10-28

11-H

11-11

10-2*

11-*

11-11

11-17

10-13 

10-21

10-2* 

11-1)

11-11

11-25

12-2

10-5

10-12 

10-21 

10-2*

11-*

10-26 11-5

11-1*

11-1*

11-21 

11-25

12-1

10-1* 

10-19 

10-2*

11-2

11-1* 

11-27 

12-1

0. E.

1.77

0.5*

1.67

0.16

0.17

1.3* 

1.51

1.50 

1.05

2.7*

2.30

2.81 

2.6*

1.32

*.70

3.0*

*.'*«

*.20

Dlsch. 

c.f.a.

9.6*

6.3*

13.0

.8* i!n

5U

s

58

23

270

222 

6*

6

70 

180

ll»0

Kxlo5

21.3

2* .3

1*9

6>3

56.9

3* -7

38.0

37-*

36.*

3* -3

37-9

7g ,1

3*.o

36.7

3^9

36.*

32.9

33.8

39.8

39.0 

37-7 3*. 7

36.1

3* .3 

37.6 

35-9

*o.5

35-3

34.9

*o.7 

39.9

*6'.2

36.1 

35.6 

35.*

Index No.

33-16-11

7-20-10

i5-i*-io

*-i7-u

i*-i5-5

*-i*-5

19-15-6

20-l*-5

10-13-*

17-11-3

(106)
Middle Hio Grande Valley, New Mexico, Surface Waters - 5 -

(Conductance) 

Location and Description________________

Canals: (Cont'd)

Corrales Main Canal near Alameda, N. Ilex. (32).

Nl/fe sec.g, T.11N., H.3E.; 1-3/t miles northwest of Alameda, 3/g mile northwest of highway 

bridge over Hio Grande, and A miles north of Albuquerque. No gage. Sampled and analyzed 

by U.S.G.S.

£-10-3 Grlegos Aeequia near Albuquerque, H. Hex. (]£) 

HEl/fy sec.j, T.10N., H.JE.; at highway crossing about 1 mile north of Albuquerque, 5"3 

miles south of Alaneda, and 3/g mile south of highway crossing over Alameda Brain. No 

gage. Sampled and analyzed by U.S.G.S.

Arenal Main Canal, at head, near Albuquerque, N. Mex. CU).

SE1/I sec.14, T.10H., S.2E.; about 2 miles west of Albuquerque, ifi mile southwest of 

Atrisco Heading, and 5/# mile upstream f ran Old Town Bridge over Hio Grande. Zero of gage 

is ^7.95 ft. above sea level. Sampled and analyzed by O.B.G.S.

Arenal Main Canal at Los Padillas, N. Hex. (^7).

NELA sec.2, T.SN., H.2E.; at highway crossing about 1/t mile southwest of Los Padillas 

3 miles north of Isleta, and about 11 miles below canal head. No gage. Sampled and 

analyzed by U.S.G.S.

29-10-3 Barr Canal, at head, near Albuquerque, N. Mex. (>( £).

SWl/t sec.29, T.10N., R.3E.; about 1 mile south of Albuquerque, and 1/2 mile downstream from 

east end of main highway bridge over Hio Grande, Zero of gage is ty93*l''05 ft. above sea 

level. Sampled and analyzed by U.S.G.S.

(106)
Middle Rio Grande Valley, New Mexico, Surface Waters - 5 - 

(Conductance)

Date 

1936

7-* 7-16

7-24

3-1

3-5 

3-12

3-19

7-13

7-24

3-1

3-5

3-12

3-19

7-* 7-16 7-23

3-1

S3

223-7

3-3

3-10 

3-11

3-12

3-13

3-14

3-15

3-16

3-17

3-13

3-19

3-20 

3-21

3-22

3-24

3-25 

3-2b

3-27

3-23

3-29

3-31 

9-1

9-2

7-7

7-17

7-24 

If

3-12

7-17 

7-23

3-1

3-5 

3-12 

3-19 

3-26

0. H.

5 'l4 

5)06 

5.02

4.72 

3.33

9.5o

5.06

4.92

5.50 

5.20

5.27

5.34

5,34

5.21

3.30

5.16

5.33

5.22

5-50 

4.73

4.30

4.39 J;°J

5.44 5.43 5.37

4~.o6 5.29

3.36

3 'ol

2\<)2

3-32

2. b2 

2.35 

2.79

Disch. 

c.f.s.

7

3

10

118

42 

99 

67

63 

51

56 

97

96

92

132 

117

118

125

lH4

154

70

122

lU6

126

97 

61

32

71S106

128

102

52 

75

140

10

11 

68

73

75 

53 

35 

57

£$

56.1

45-9

40.2 36.3

43.1 

42.9

34.9

41.5

42.7

33'4

47.1

43.1

33-3

56.3 

5L9 

41.6

99-7

101

£9-7 

65.2

52.1

&V.3

50.3 

56.6

47.4

4l.l

39.0

54.0

39"9

39'.6

39.7 

41.9

55.3

44 1

45> 

46.4

45.7

42.3

39-3

45.6 

45.6

42.1

33.7*

5>K3

51.7 

53.0 

67.7

4fU

63.0

63^

63.4 

32.4 

71-1 

73.7

Date 

1936

3-26

9-2

9-9,

9-16

9-23 10-9

10-13

3-26

9-2

9-9,

9-16

9-23

10-2

9-3 

94

9-5 

9-7

9-3 

9-9

9-10 9-11

9-12

9-14

9-15 

9-16

9-17

9-13

9-19

9-21

9-22 9-23

9-2* 9-25

10-1 

10-2

10-5

10-6

io-3 10-9

10-12

10-13

10-14

10-15

10-lb

10-17

3-13

3-23

3-|l 

9-16

9-2 

9-9

9-16

9-23

9-30

10-fa 

10-14

G. H.

5-29 

5.44 

5.24 

5.36

3$4.30 

4.74

4.74

4.23

4.03

4!b2

4.64

4.43

4.27

4.40

3.53

4.24

4.13

4.03

4.33

4.50 

4.44

4.44

4.56

2.30

2.90

4.20

4.4l

2.90 

2.90

2.90

2.32 

2.32

Disch. 

c.f.s.

3

7

4

3

3

0.5

2

123

135 

91 

76

106 

71

135 

130

80

Sk

62

to

76

81

52

77

89

3>»

50

55

83

81

,69 

Us J°69

22

0.5 

91

93

5>* 

66 

65

59

0

5

S$

42.9

39.3

35.1

35.2

36.3 

4o.3

45.2

4l.6

37.4

36.2

34.3

33.0

49.5

40.1 

39.0

39.5 

40.0

3^3

39*9 33.7

33.2

43.2

40.6 

4o.7

39.3

39.3

40.9 45.5 37.4

73.4

51.1

60.1

64.2

54.0

52.0

51-9

53J3

43.9

50.2 

47.4

47.5

40.2

46.4

37-? 40.4 

40.2

77.0 

70.4 

69.1

71.7

79.6 

67.7 

71.1

Date 

1936

10-20

10-27 11-5

11-11

11-17 

11-24

10-6

10-15

10-21

10-23 11-5

10-19 

10-20 

10-22 

10-23

10-24 

10-26

10-27 

10-23

10-29

10-30

11-2 

11-4

11-6

11-7

11-12

11-13

11-14

11-16

11-17

11-17

11-13 

11-20

11-21

11-23

11-24

11-25

11-26

11-27

11-23

11-30 

12-1

9-21

10-9

10-14 

10-20 

10-26

10-20 

10-27 

11-2

11-11

11-17 

11-23 

12-1

&. H.

4.92 

4.30 

4.70 

4.70

4.76

4.32

4.42

2.96

4.10 

4.61

3.20

3.34

2.30

2.30 '

2.30

2.30

2.30

2.30

2.30 

2.30

2.30

2.30

2.30 

2.30

2.30

2.30

2.30

4.54 

4.46

2.34

2.10 

2.49

2.10

Diseh. 

c.f.s.

5

8102 

64

0

66

39 

23

89

42

23

51

16

25

0

0

0

0

0

0

0 

0

0

0

0 

0

0

0

0

I*5

42

1

34

0

1

27 

0

Ss-o

337 33 !& 37.5

336

42.5

40.0

33.6

42.7

37-9

43^ 

49.0

43.3 

49.1

49.5 

49.6

47.3

45.3

47-5 

43.5

^3.9

44.1

46.3

46.2

45.1

45.4

45.2

45.2

44.9

45.2

45.5

45.5 

44 .§

42.3

45.2

45.4

45.7 

45-3*

47 .l

52.2

52.0

43!o

i-1

7)'9

76.2 

73-7 

73-3

Index No.

3-11-3

3-10-3

14-10-2

2-3-2

29-10-3

'Detailed analyses

(107)
Middle Hio Qraade Valley, New Mexico, Surface Waters - 6 -

(Conductance) 

_________Location and Description________________

Canals; (Cont'd)

12-6-2 Chical Lateral near Tome, N. Mex. (59).

Wl/2 sec.12, T.&N., R.2E.; at highraay crossing jJ-3/t miles southeast of Los Lunas and 

miles east of Rio Grande. No gage. Sampled and analyzed by U.S.G.S.

17-6-2 Los Chavez Lateral, at head, near Los Chavez, N. Hex. (6o).

Nil/4 sec.I/, T.6N., R.2E.; ift mile east of highway and railroad, 1-1/2 miles north of Los 

Chavez, and 4 miles south of Los Lunas. Zero of gage is ' £22.22 ft. above sea level. 

Sampled and analyzed by U.S.0.5.

4-5-2 Peralta Ifcin Canal, at end, near Belen, N. Mex. (64).

N»l/t see.4, T.5N., R.2E.; on left bank of Rio Grande, 2-1/2 miles northeast of Belen, 3-1/2 

miles south of Tome, and 2-1/2 miles upstream from highway bridge. Zero of fpge is 1^07.63 

ft. above sea level. Sampled and analyzed by tJ.S.C.S.

17-5-2 Jaral Lateral No. 1, at head, at Belen, N. Max. (66),

HE1/4 see.17, T.JN., R.2E.; 3/4 mile northeast of Belen, 3/8 mile east of Mghway, and 1-1 

miles upstream from highway bridge over Bio Grande. Zero of gige is 1*797-76 ft. above sea 

level. Sjjnpled and analyzed by U.S.G.S.

13-5-1 Belen Highline Canal at Belen, N. Hex. (67).

SB1/4 sec.13, T.5N., R.1S.; at Mghway crossing 1 mile west-southwest of Belen, and 3 miles 

north of Pueblltos. No ^ge. Sampled and analyzed by tJ.S.C.S.

San Juan Main Canal, at head, near Case Colorado, N. Hex. (72).

HEl/t sec.17, T.4N., R.2E.; 1/t mile west of highway, 1 mile north of Casa Colorado,

1-1/4 miles downstream from canal head. Zero of gigs is 4778.25 '* above sea level.

SnmrVleft «nd RnRlwjW) Ynr U-S-fi-fl17_lL-2

Sampled and analyzed by U.s.G.S.

San Juan Canal, at end, near Bernardo, II. ""ex. (75)-

NEL/f seo.l, T.2N., R.H.; at highway crossing 3 miles northeast of Bernardo, 3/4 mile east 

of Rio Grande, 1-1/4 miles icrtheast of dernardo Bridge over Bio Grande, and 12 miles below 

canal head. Zero of gige is ^736.90 ft. above aea level. Sampled and analyzed by U.S.G.S.

9-2-1 San Francisco Lateral at Bernardo, N. Ilex, (go).

NE1/4- sec.9, T.2H., R.1E.; at Mghmay crossing just south of Bernardo. Zero of gage is 

^731.^0 ft. abore sea level. Sampled and analyzed by D.S.G.S.

(108)
MLddle Rio Oroide Valley, Hew Mexico, Surface Waters - 6 - 

(Conductance)

Date 

1936

7-17 

7-24 

7-28 

8-4

8-11

8-18

7^6 7-20 7-23 7-27

8-3

8-11

8-17

7-14

7-21 

7-23

7-28

8-4

8-11

8-18

7-10 

7-16

7-24

7-29

8~12

7-i>i

7-17 7-23

7-30

8-12

7-15

7-21

IT8-10

53

7J9

7-16

7-23

7-30

8-3

8-18

7-9. 7-16

7-31

8-3

8-10

G. H.

4.52 

4.06

4.32

3.25

4.10

t:54

2.52

3$

1.38

1.20

1.89

1.74 

lAt

2.48

2.50

1.5«

1.74

3-36

2.16 

3«3*

3»5&

i:S

1.69 2.12

1.72

l.bO

a?

1-37

1.74 

i.4o

1.82

2.24

1.68

Dlach. 

c.f.a.

15.00

72 

57

67

21

59 

7H

75

78

52

12 

0.6

0.5

10

9.3

30

42

8.6 

46

fyg

8

*?

2613

lU

U.6 

3H

10

5.6

8.5

12

H.8

K*105

59.o 

77-3 56.5 

67.9

47.4

62.2 

50.6

57-8

69.4

§3.1 

63.5

57-3

59-4

68.9

?*5

63.6

67.0

59 -X

56.3

168

142

158

156

S'3 52.8

S?l

65.5

75.2

83-2

79.6 

88.2

E

»9 .:7

60.3 80.2 90.3 87 .8 69.3 92.5

66.3

62.9 

72.3

T[lj o

66J4

Date

9-15

9-22

8-24 

8-31

9-8

9-14

9-22 9-29

10-5

8-25

9-1 

9-*

9-15

9-22

9-29

8-26

9-2

9-9,

9-16 9-23

8-18

9-10

9-16 9-2X

10-15

8-31

9-a

10-16

10-19

10-2b

8-25

8-31

9-14

9-22

10-16

10-19

8-17 

9-16

9-21

11-2

a. H.

3.80 

5.08

4.28

4.50

4.00

1.77

1.91

2.25 

2.X7

3*55

i'.6o

1.84 

1.86

1.58

1.56

1.66

1.75

3.56

i'|

3*19

.61

.60

 88

.00

.68

.08

.61

2.22

2.20

1.54

Dlsch. 

c.f.a.

Hi

62

71

55

2

0

21

s102

82

0

50

8

Ho

37 

87

17

16

2016* 

17

8.5

?..

15

0.25

Kz!05

55.0

5i!g

5g.6

56.7 51i

58.7

57.0

bb.7

65.6

51.0

X7-7 

49.3

52.1

§6 A

150 

170

150

155

157

151

Jg.8

4^6 

85.6

50.8

55-5

65.2 

73.2

&5»5

57^6

69.5

?5.o

63.1

62.1

6>.5 

69.3

66.5

44.6 

50.7

55.0

50.8

Date 

1936'

10-20 

10-27 

11-6 

11-10

11-24

10-16

10-W

10-26 11-5

11-9 

11-16

Il-fi4

10-6

10-13

10-20

10-27 11-6

11-10

11-2X

10-1

10-7

10-15

11-25

12-4

10-19

10-28 11-6

11-10

11-16

11-25

11-2

11-9, 

11-16 

11-23 11-30

12-1

10-26 11-5

11-10

11-17

11-25 

11-30

11-9 

11-16

11-24

G. H.

4.16 

4.20

4-.30

4.02

4.15

4.10

3.52

3.28

3.28 2.85

2.28

1.92

1.24

1.69 

1.17

1.14

2.55

1.2l

1.98

3.23 

3.41 

3.51

2.02

2.04

1.74

1.47

1.45

0.98

l!o2

2.19

1.50

Dlach. 

o.f.a.

53

61

«

55

28

Hi

88

88 

5f

56

26

19

30

2.00

25

13 

35

1.00

1.00

8.8

10

12

0.9

111.50

13

12

7-3

Sro

53.0 

53-3 5g.|

49.2

61.8

5^6

56.3

57.8 

59.2

58.0

6i.4

5X-3

%.3 53.5

49.8

160

164

129

162

51.1

51.5 

47.9

50.2 

57.1

49.6

59.p

55.4 

59*.2

73.6

66.4*

61.0

55-7

59.9

64.5

72°8

47.4 47.7

Index No.

12-6-2

17-6-2

4-5-2

17-5-2

13-5-1

17-4-2

1-2-1

9-2-1

*Detalled analyse

(109)
Middle Hio Grande Valley, New Mexico, Surface Waters - 7 -

(Conductance) 

_________Location and Description________________

Canals: (Cont'd)

24-2-1 Socorro Main Canal North Wasteway near Limitar, N. Mex. (£7).

NEl/t sec.24, T.2S., S.1W.; on right bank of Rio Grande 1/2 mile above Escondido Bridge, and 

2-1/2 miles south of Limitar. Zero of gage is 46ll.3gft. above sea level. Sampled and 

analyzed by U.S.G.S.

29-3-1 Soeorro Main Canal Center, at end, near Socorro, H. Mex. (90).

SWl/ty sec.29, T.3S., R.1E.; on right bank of Sio Grande, about l/£ mile east of railroad, 

3~lA miles south of Socorro, and 7 miles north of San Antonio. No gage. Sampled and 

analyzed by U.S.G.S.

31-3-1 Socorro Main Canal South, at head, near Socorro, N. Mex. (92).

SEl/!t sec.31, T.3S., S.1E.; on right bank of Rio Grande, 1/t mile east of railroad, 4 

miles south of Socorro, and 6 miles north of San Antonio. Zero of gage is ^565.55 ft. abov 

sea level. Sampled and analyzed by U.S.G.S.

Drains:

Cochiti Division:

13-15-5 Pena Blanca R.S.2. near Domingo, H. Mex. (12a).

At gaging station in SflA sec.13, T.15N., R.5E., 1-1/2 miles north of Santo

left bank of Rio Grande and 1/ty mile upstream from Galisteo Arroyo. Zero of gage is 5171.17

ft. above soa level. Sampled and analyzed by U.S.G.S. and State of Texas. (£65.9).

23-15-5 Upper Santo Domingo ifest H.S.D. near Santo Joming), N. Mex. (15).

11/2 sec.23, T.15N., H.JE., 3A mile north of Santo Domingo, and Ifl mile downstream from 

mouth of Galisteo Creek. No gage. Sampled and analyzed by U.S.G.S.

3*1-15-5 Upper Santo Domingo East B.S.D., above Santo Itamingo I.D., near Santo. Itamingo, N. Mez. (17). 

SWl/l^ sec.31!, T.IJN., R.JE.; 1/2 mile northwest of highway and railroad, 3 miles southwest 

of Santo Domingo, and 4 miles downstream from mouth of Galisteo Creek. No gage. Sanpled 

and analyzed by U.S.G.S. and State of Texas. (£70.1).

3^-15-5 Upper Santo Domingo East R.S.D. (^70.3).

SWl/t sec^it, T.IJN., R.5E.; below outlet of 3anto Domingo I.D. Sampled and analyzed by 

the State of Texas.

3-1U-5 Lower Santo Domingo East R.S.D. ((871.1).

1/2 mile below head, in Wl/2 sec.3, T.llffl., R.5E., Sanpled and analyzed by the State of Texa

9-1^-5 Lower Santo Domingo East R.S.D., at mouth, near San Felipe, N. Ifex. (If!).

(HO./* sec.9, T.lta., R.5E.; 2-1/2 miles northeast of San Felipe, and 5-1/2 miles downstream 

from mouth of Galisteo Creek. Zero of ^ige is 513U.& ft. above sea level. Sampled and 

analyzed by U.S.G.S.

Santo Domingo West R.S.D. near Domingo, N. Mex. (l^a).

At gaging station, in SE1/1)- sec.I1*, T.IJH., H.5E., 1 mile northwest of Sauto Domingo on right 

bank of Hio G^ande and 1/2 mile below mouth of Galisteo Arroyo. Sampled and analyzed by 

U.S.G.S. and State of Texas. (g66.*0 .

(110)
Middle Rio Gracde Valley, New Mexico, Surface Waters - 7 - 

(Conductance)

Date

7-9

7-23

3-10 3-17

3-24

7-9

°~3

3-10

3-17

,3-24

7-9

7-30

3-10

3-17

3-24

5-21 

3-11

9-15 

9-23

9-25

7-22

7-29

7-29

3-5

3-13

3-20 

3-27

3-3

5-21

b-22

7-22 

3-5

3-13

3-20

3-27

3-3

3-3

9-25

7-22

7-29

3-13

3-27

9-3

9-10

9-i&

9-23

9-25

9-30

G. H.

o.4o

0.30

0.43

2.42 1.56 2.06

2.5U

2.5o

2.50

2.20 

2.06

4.36

4.94

4.92 

4.36

QLach. 

c.f.s.

33

22

to

61

%

19.2 

11.2

lU 

lU

12.7

10.6

20.0 

12.0

12

16

19

31 

23

13.9

1.0 3.03

1.9

2.2

2.U

2.2

2.6

2.6

1.42

1.0

1.5

1.36

1.9

"JSrc

75-7

103

190

131

812.2

37.3

37.6 95- 1''

124

36.5

91.0

79.3

77-9 93.0

ill

33.3

93.6

51.3

g'fi 53.6

54.9

43.9

42.1

51.4

51.9

59.7

55

44.1

4o.l 

39-5

72.3 

4o.6

52.0

52)4

71-5

61.1

45.4

52.0

53.2

56 .0

46.3

44.5

44.3

45.6

tyjj Q

*&«5

??'?

45.4

Date

3-31

9-3

9~i4

9-21

10-5

3-31

§-l4

9-21

10-5

3-|l

9-21 9-30

10-5

9-30 10-5

10-13

10-21

10-23

9-3

9-10

9-16

9-23

9-30

10-7 

10-13

9-3

9-9, 9-16

9-23 9-30

10-7

10-12

3-11

6-22

9-16 9-23 9-30

10-7

10-12

10-21

10-7

10-12

10-21

10-23

11-4

G. H.

2.04

.13 

.42

.52

.47

 35

2.02

1.61

1.44 

1.46

1.49

4.7*

4.92 

4.30

l'*

4.75

Diach. 

c.f.a.

51

32

42

27

23

lU 

12

11

13

13

22

23 

18

33 

29

22

28

14.0

0.5

2.6 3'°

a!u

2.1

2.6

1-5

1.0

1-5

1.6

1.8

££°l

122

76.0

124

73.2

s6.4

93.7

79.6

34.2

73.6

35-9

92.7

32.3

30.9

32.9

8 5 .b

5J3-5

5|Ii

56.0

55.4

56.0

57.2

51-7

51.0

po-3 

49.7

49.4

46.5 

44.7

41.7

42 !b

42.9

53.3

43.3

44.6

46.3

44.4

43.2

42.9

46.6

44.3

44.5

45.5

44.9

45.3

Date 

1936

10-12

10-W

10-26

11-2

11-9

10-12

10-19

10-27

11-2

11-9

10-12

10-W 

10-26

11-2

11-9

11-4 

11-11

11-17 

11-25

12-2

10-21

10-23

11-4

11-12

11-17

11-25 

12-2

10-21

10-23 

11-4

11-11 

11-17

11-25

12-2

9-35

3-11

10-23

11-4

11-11

11-17

11-25

12-2

11-11

11-17

11-25

12-2

G. H.

1.36

2.12

1.36

1.82

2.06

1.44 

1.27

1.2fa

l.'lS

5.02 

5.06

4.32

4.73

4.32

Disch. 

c.f.a.

21

29 

lU

31

36

s15

12

13

25

25

22

22

20

24.3

2.10

3-3

3-2

2.7

3.8

3-0

3.0

1.0 1.1

1.1

1.1

3S

74.7

73-6

72.5

64.8

63.3

74.9

74.7

75.2

66.7

65.0

73.3

73.4 

81.7

33.1

55.0 

55-3

55-5 56.0

55-7

54i6

52.7

50.1

5g.o

5b.4 

55.4

30.0

32.7 

44.1

44.5 

44.2

44.0

^3-3

15.5

46.6

45.6

45 .2

45.7

45 .6

4p.9

46.3-

45.9

45.5

44.7

Index No.

24-2-1

29-3-1

31-3-1

13-15-5

23-15-5

34-15-5

34-15-5

3-14-5

9-14-5

14-15-5

» 82343 O 38 g (111)
Middle Rio Grande Valley, Haw Mexico. Surfac

(Conductance) 

_________Location and Description_____

Drains:

Oochiti Division (Oont'd)

3^-15-5 Lower Santo Domingo West R.S.D., near Domingo, R. Hex. (l6a).

At gaging station in SWlA see.^, T.IJN., R.5E., 3 miles southwest of Santo Domingo on right 

bank of Rio Grande, and 4 miles downs.tream from mouth of Galisteo Arroyo. Sampled and 

analyzed by U.S.G.S. and State of Texas. (670.3).

3^-15-5 Santo Domingo I.D., at mouth, neer Santo Domingo, N. Mex. (l6).

Sl/5 sec.3^, T.IJN., E.5E.J 1/2 mile northwest of highway and railroad, 3 miles southwest of 

Santo Domingo, and 4 miles downstream from mouth of Galisteo Creek. Sampled and analyzed 

by U.S.G.S. and State of Texas. (670.2).

Algodones B.S.D. , above Tno I.D. , at Algodoneg, B.Uex. (22).

SWl/ll lee. 2. T.13B., B.1OL,; about 3/8 mile northwnt of highway Junction with railroad, 

about 1/2 mile northwest of Algodonei, about 7 miles northeast of Beraalillo. Sampled and 

analyzsd hy O.S.5. S. and State of Terns. (879.7).

2-13-4 Teso I.D., at mouth, at Algodones, H. Mex. (23).

SW1/I- sec.2, T.13N., R.4E.; 3/6 mile northwest of highway junction with railroad, 1/2 mile 

west of Algodones, about 7 miles northeast of Bernalillo. Sampled and analyzed by 

U.S.G.S. Ho sage.

Albuquerque Division:

Bernalillo R.S.D., above Hanchitos I.D., near Bemalillo, N. Mex. (26). 

SEl/t sec.30, T.13K., H.^E.; at highway crossing 2 miles north of Bernalillo, and about 

ty-1/2 miles downstream from mouth of Jemez Creek. No j^ge. Sampled and analyzed by 

U.S.G.S. and State of Texas ({!«!».2).

31-13-4 Bernalillo R&tt, near flernalillo. (665.0).

In Rl/5 sec.31, T.13N., R.!«., below mouth ot Banchitos I.D. and 0.6 mile below Bernalillo 

Bridge. Ho gage. Sampled acd analyzed by the State of Texas.

l't-12-3 Bernallllo R.S.D., above Bernalillo I.D., near Bemalillo, R. Mex. (26).

Bl/2 sec.lU, T.12N., R.3E.; 3 miles southwest of Bemelillo, 5-1/5 miles north of Alameda 

and 1 mile downstream from Corralea Siphon. Sampled and analyzed by U.S.G.S. and State 

of Taias. (666.9).

die)
Middle Rio Grande Valley, New Mexico, Surface fete 

(Conductance)

Date

9-16

9-23

9-25

9-30

10-7

5-21 

b-22

7-15

7-22

7-29

3-11

3-13

3-5

3-20

4-6 

4-21

c. H.

4.74

4.6o

4.90

4.94

4.36

4.92

5-5

5-21

b-K

7-20

7-23

7-28

«-3

3-10

7-23

7-23

8-3

8-10

S-17 

8-24

$ 31 9-7

n-14-?

12-2-35 

12-1955 1-27

2-17

5-5

7-13

7-28

3-3

3J|

9-5-3^

b-22

3-10

3-25

l.o4

2.62

2.20 

2.10

2.0?

Disch. 

c.f.s.

1.5

1.9

0.84

1.8

1;1»

10.1 

9.0

8.6

5.8

7.1

5.92

u.o

6.6

5-7

29.4 

^7-5

46.2

43.3 

4l.o

35-5

43.0

30.0

27.0 

29.0

27.0 

29.0

H2.0

34.0

35.0 

29.0

60.0 

64.0

KrloS

|32fi*C

7g ,6 36.2 35.0

37-1

37-3

73-7 

79-5

32.4

75.2

34.7 81 '- .4

77-5

61.5 

54.o

54.7

41.7 

51.6

56.2

57.3

52.6

56.8 

49.4

60.9

32.7

#3.7

7« .3

80.6

82.3 

82.2

80.1

79.2

57-7

57.0

56.4 

54.6

83.7 

5L9

50.6

50.7

56.0

53-7

56.9

61.3 

53.8

n

5&'.6

54.8

Date

10-12

10-21

10-28

ll-4

8-27 

9-3

9^16

9-23

9-25

9-30

10-7

3-17 

3-13

3-24

8-31 

9-1

9-7

9-14

9-15

9-21 9-29

10-1

9-14

9-21

10-1

10-5

10-19

8-10

3-17

8-31

9-7 

9-i4

9-21

9-29

3-6

9-1

6-22

*-31

9-7, 9-14 

9-21

9-29 

10-5 

10-13

0. H.

4.36 

4.74

4.92

4. so

5.16

zM

1.72

3.26

2.70

1.42

2.24 2.30- 

2.26 

2.30

2.22 

2.22 

2.12

Dlsch. 

c.f.s.

1*i!s

2.1

2.1

5.6 

5.8

6.0

7.1|.

8.0

3.37

7.7

7-3

35-3

47.0

43.6

30.6

25.0

30.0

39.0

K±105

35.0

36.5 33.1

35.7

33.2

34.3

#6.3 37.9 90.2

82.1

35.0

69> 56.0 55.4 51.7

47-7

53-3

49.1 

59.2

57-3

79.8

30.8 78.9 78.9 73.0 79.7

5" -5

56 6 

5^2

51.6 

51.3

52.8

53.8

53-3

52.5

119

54.3 

50^1 

50.3 

51-5

si!? 53.4

Date 

19^56

11-11

11-17 n-25

12-2

10-12 

10-21

10-28!

11-4

11-11

11-17

11-25

12-2

10-5 

10-14

10-19

10-23 

n-4

11-5

11-14

11-21

11-26 

12-1

10-23

11-*!

11-14

11-21

11-26 

12-1

10-5

10-12 

10-19 

10-28

11-2 

11-12

11-20

11-25

12-1

10-12

10-19 

10-23 

11-2 

11-14

11-20 

11-24 

12-1

0. H.

4.89

5.02

5.06

4.78

4.32

2.00 

2.20

1.70

1.90

1.90

1.25

2.20 

2.20 

2.20 

2.12

2.12 

2.06 

2.10

Disch. 

c.f.s.

1.5

1.8

2^6

7.2

s!o

8.8

6.9

6.7

7-5

7.0

32-9

20.0

*g»

3«.9

39-2

39-1

3*3.7

30.3 

71.4

43.6

81.1

31.3

30.7

79-7

80.3

51-7

bl.2

5?-i 

56.7

5S-2

53.6

53'.! 

56.9

78.9

79.6

79.6

30.6

31.1 

73.5

56.3

57 !o

S3

m53.0 53.^ 52.7

61.9

56.1

53-'9 

52 -|

Index No>

34-15-5

34-15-5

2-13-4

2-13-4

30-13-4

Si-i^

iH-12-3

(113)
Middle Hio Grande Valley, New Mexico, Surface Waters - 9 -

(Conductance) 

_________Location and Description________________

Drains:

Albuquerque Division: (Cont'd)

23-12-3 Bernalillo R.S.D., near Sandia, N. Max. ($$<).$).

At gaging station I.1) -niles above outlet In El/2 see. 23, T.12N., R.3E., 1 mile west of 

Sandia eblo alea and aalzed the State of Tzas

. . , 

Sandia Pueblo. Samplea and analyzed by the State of Teza

30-13-^ Ranehltos I.D., above wasteway, near Bernalillo, N. Hex. (27).

SElA see.30, T.13N., R.ta.; at highway crossing 2 miles north of Bernalillo, and about 

ty-l/fe miles downstream from mouth of Jemez Creek. No gage. Sampled and analyzed by 

U.S.G.S. and State of Texas, (^.3).

1^-12-3 Bernalillo I.D., at mouth, near Bernalillo, N. Hex. (29).

SElA sec.W, T.12N., K.3E.; 3 miles southwest of Bernallllo, 5-1/2 miles north of Alameda, 

and 1 mile downstream from Corrales Siphon. No gage. Sampled and analyzed by U.S.G.S. 

and State of Texas. (3&S.9).

23-12-3 Upper Corrales R.S.D., opposite Sacdia , N. «ex. (^9.7).

Center sec.23, T.12N., R-3S., 1.7 miles below head. No gage. Sampled and analyzed by 

the State of Taxas.

3^-12-3 Upper Corrales H.S.")., near Corrales, N. Mei. («92.^>.

SEl/^ sec.3^, T.12N., R.3B., 1/2 mile above entrance of Corrales I.e. No gage. Sampled 

and analyzed by the State of Texas.

g-11-3 Upper Corralas H.S.D., near Alameda, N. Hex, <31a).

At gaging station in NKL/f see.g, T.11N., H.3E., 1.5 miles west-northwest of Alameda, 1/4 

mile upstream from highway bridge. Zero of gage is 4992.0g ft. above sea level. Sanpled 

and analyzed by U.S.G.S. and State of Tajas. («93.9).

Corrales I.D., near mouth, near Alameda, N. Mex. (30).

SHlft sec.3^, T.12N., R.3E.; about 0.2 mile southeast of highway, 2 miles north of Alameda, 

and 7 miles southwest of Bernalillo. No gage. Sampled and analyzed by U.S.G.S. and 

State of Texas. («92.1H.

UHO
Middle Rio Grande Valley, New Heitoo, Surface Waters 

(Conductance)

-9 -

Date

4-6

4-21

5-5

5-22

11-1435

12-1955

1-7

1-27

n4-21

5"5

5 22

6-22

7-20

7-24

7-2g

9-5-35

3-4 

4-6

4-21

5-5

5-22

b-g

6-22

7-20

7-24

g-3

3-4

*

4-6

4-21

5-5

5-22

b-g 

7-20 

g-3 

g-ig

12-? -35 

4-b

4-21

5-5

7-20 

7-24 

7-24 

g-1 

g-3 

g-5

G. H. Dieeh. 

c.f.s.

70.7

102 

106

92.5

2.52

1.72

1.91

1.72

2.45

2.94

3.2g

4.4o

4.6i

3.00

2.1

2.1

2.3g

2.01 

2.02

2.70

2.gO

2.19

2.15 

2.6^ 2.33

2.7

2.2

9.0

36.0

4g.3

73-1 

56.2

4g.O

45.4 

42.5

I'M

2.10

2.20 

2.76 

2.24 

2;l6 

2.5 

2.5 

2.1 

1.96 

1.9

£$

56.7

52.9 

4g.l

45.4

106

10g 105 107 107

92.0 91.5

99-5

97.2

101

101

io4

107

105

105 

109 

103

10g

107

112

111

113

log

104

50.1

49.2

51.0

51-3 

50.4

42.g

|l 

52.2

75-7 

7b.l

77.7

77-7 

g£.2 

76.1 

77.9 

79-7

75 .& 

75-3 76.7 

76.3

Date 

1936

b-g

7-20 g-lg

9-1

g-3

g-3

g-10

£-17

g-lg

g-3i

9-1

9-7

9-14

9-15

9-21

«-3

g-10

g-17 

t-M

S-25

g-31

9-1

9-7 

9-i4

9-15

9-21

9-29

6-23

6-23

9-1

9-15 

9-16

9-29

9-23 

9-30

10-b 

10-13

g-12 

g-lg

g-19

9-1 

9-2

9-9 

9-15 

9-16 

9-2^ 9-29

G. H.

I.g7

2.02

1.60 

1-37

Disct. 

o.f.s.

go. 7

74.0 

g 5'3

3.1

3»i4

3-0

U.'o 6

U.j 2.73

U.l

3'.43

2.9

2.25

2.5

2.0

I.g 5

1.6

1.9

1.91

1.8

1.7

1-77

2.5

2.1

10.0

25.0

3g.5

39.6 

56 L

39.6

62

I 

35

2.0

1.77

1.8

1.7 

1.91 

1.9 

1.8 

1.79 

1.8 

2.0

* '

21$

^6.1

57)2 

56.2

54.2

94.4

97.0

91.1

gi!&

97 '3

102

102

102

102

106

103

116

106 

10g 

10g 115 

g6.g

110

12109 in

io4

40.3

37-7

51.3

42.4 

4g.9

43.0

50 '.9

55.7 56.4

go.o 

7g.6

gl.g

gi.q 

79.4 

si.5 

g3.o

g2.4

g4io

g2.6

Date

9-15

9-29 

11-15

9-29

9-29

10-5

10-12

10-19 

10-2g

11-2

11-5

11-12

11-20

11-25

12-1

9-29

10-5

10-12

10-13 10-19

10-2g

11-2

11-5 

n-14

11-20

11-24

12-1

10-11

10-12

10-20

10-2g 11-5

11-5

11-14 

11-17 

11-24 

12-1

9-3° 

10-b

10-14

10-21 

10-2g

11-5 

11-5 

11-14 

11-17 

11-27

12-1

G. H.

1.92

I.g2 

2.05

1.62 

2.00

2.06

Disch. 

c.f.s.

g4.4

g 5 . 7 

90.2

a. 6

2.60

2.2

2.0

1.8 

1.6

2.6

2.65

3-2

2.0

1.2

1.1

2.07

1.7

i.go 

1.9

2.6

1.7

2.1

1.63 

3.0

2.2

1.7

l.U

10.0

20.0

6U.O

50.0

35.9

38.0 

38.0 

3U.O 

Ul.O

1-5 

1.2

1.6

2.1 

1.7 

2.6

2.59

3.0 

2.6 

1.5 

l.U

OS'i'C

52.9

5g.i 

56.0

102

101

100

loo

102 103

102 103

102

102

102

101

107 105 111 115 113

log 109

log 

114

110

107

107

5l.«

53-5

57-7

57-6 

57.4

53.0

57-7 

56.7 

54 .g 

46.7

gi.9 

gi.3

145

79.* 

79 .« 

75.4 

74.0

77)2 

77-7

Index No.

23-12-3

30-13-4

14-12-3

23-12-3

34-12-3

g-U-3

34-12-3

(115)
Middle Hio Grande Valley, New Meiioo, Surface Waters - 10 -

(Conductance) 

__________Location and Description________________

Brains:

Albuquerque Division: (Oont'd)

5-11-3 San Mateo I.D., at mouth, near Alameda, H. Hex. (31).

SIl/fy.sec.5, T.11N., B.3E.; at highway crossing about 1~3A miles northwest of Alameda, t 

miles north of Albuquerque, and 3/1 mile upstream from highway bridge over Bio Grande. 

No gage. Sampled and analyzed by U.S.G.S. and State of Texas. (£93.2).

10-11-3 Alameda I.D., at Alameda, N. Mex. (33).

Sl/2 sec.10, T.UJT., R.3I.; at road crossing ifl mile northeast of Alameda, about & miles 

north of Albuquerque, and 1/t mile east of main highway. Ho gage. Sampled and analyzed 

by U.S.G.S. and State of Tezas. (£9^.3).

21-11-3 Alameda I.D., near Alameda, N. Mex. (gg&.l).

At road crossing in NEl/t sec.21, T.11K., R-3E., 7.3 miles above mouth. No gage. Sampled 

and analyzed by the State of Texas.

5-10-3 Alameda I.D., at Griegos Road near Los Griegos, N. Mex. ($99.0).

In NEl/t sec.5, T.ION., H.3E., ^.5 miles above mouth. No gage. Sampled and analyzed by the 

State of Texas.

6-10-3 Alameda I.D., near Los Candelfirfas, H. Hex. (8199.9)..

In SWl/% sec.6, T.ION., R-3E., 1/2 mile southwest of Los C andelerias and 2.1 miles above 

mouth. No gage. Sampled and analyzed by the State of Texas.

13-10-2 Alameda I.D., at mouth, near Albuquerque, N. Mex. (39).

NB1/I' sec.13, T.ION., H.2E.; above highway crossing, about 1 mile west of Albuquerque and 

0.6 mile north of Old Town Bridge across Rio Grande. Zero of gage is b<)tyf,0i ft. above 

sea level. Sampled and analyzed by U.S.G.S. and State of Texas. (gOl.l).

29-11-3 Los Griegos I.D., near Los Griegos, H. Hex. (^97.2).

In MWl/t^ sec.29, T.11H., R.3E., 0.§ mile below head. No gage. Sampled and analyzed by the 

State of Texas.

6-10-3 Los Griegos I.D., near Los Oandelerifl s, N. Mex. (^99.9).

At gaging station at mouth of drain in SWl/^ sec.6, T.ION., R.3K., Sampled and analyzed by 

the State of Texas.

19-11-3 Lower Oorralfis H.S.D., near nouth, near Alameda, N. Mex. (?7).

NBlA sec.19, T.11H., H.3E.; 3 miles southwest of Alameda,"about J-l/2 miles north of 

Albuquerque, and 2-1/f miles downstream from Highway bridge over Rio Grande. Zero of gage is 

^973.3^ ft. above sea level. Sampled and analyzed by U.S.G.S. and State of Texas. (£96.2).

(116)
Middle Bio Qrande Valley, New Mertco, Surface Waters - 10 - 

(Conductance)

Date

3-t

7-20

7-24

8-1

8-5

8-12

3-iq

3-26

9-1&3B

b-13

7-13

7-24

8-1

3-5

8-12

8-19

3-5

w»2

32-3-35

3-5

10-13

4-7

4-20

5-6

5-25

6-18

7-9

7 18> 7-21

7-2X 3-1"

8-4

6-13

^

5-25

6-9

4-6 

4-21

5-5

&i 7-20

7-24

8-1

3-3

3-5

G. H.

1.48

1.89

1.59 

1.92

1.90

Disch. 

c.f.s.

0.1

0.27

.11

11.0

1.6 

3.61

1.7

9.0 

8.0

8.0

9.0

21..0

27.9

38.1

50.2 35.3

32.0

53

jo30.9

38

,57. 4i. 5

i.gg

4.84

10.7

9-97

11.3 

17.6

17.3 

15-5

14-3 22.5 13.1

11.0 

18.0

1$

S$

96.1

141

135

38

14s

124

147

75.6

7!^

74.2

74.3

71.9

73.9

76.1

77.0

9^9

101

log

98-5

76.6

73-5

4g.g

94lo

90*.8

log

102

95.0

103*

117

101

10593.0

99-^

54.7 

54.8

52.0

44!4 

42.1 45.5 49.2

50.0 

49.0

Date 

19*6

9-2

|3&

9-23 

9-30

10-fa

10-13

8-26

9-2

9.9

9-16 9-23

9-30

10-fa

10-12

6-1*

12-3-35

1-28

2-13

6-9

3-5

8-12 3~i7

S-2fa 

8-31

9-2

9-9

9-14

9-16

9-23

10-12

6-1*

7-21

3-17

8-12 

3-13

3-2b

9-1 

9-2 

9-9

9-15 9-16

9-23 

9-29

G. R.

2.10

1.30

1.33 

1.30

1.25

1.46

i.3g

1.18

1.80

2.15 

2.09

2.20

2.05

1.96

tttsch. 

c.f.s.

.09

.1

2.30

7.15

7.0 

b.o

5.0

18.0

58

34.6

38 

33

28.7

31

38

31.0

3531

27.3

2.00

8.04

3.20 

10.5

8.27

16.0

17.7

15.0 

14.0

15.9 

18.0 

IB.O

15-3 

16.0

16.0

5$

l4o

143

146

145 

147

I4o

61.6

7&1

$373.5

72.5

73.3

88.0

102

102

102

83.7

72.9

93.2

11090.2 103 11396.3

37.2

10179.9 94.6

112

121

113

110 

116

116

51.2 

52.2

52.2 

52.9

52.5 

51.5 

49-9

5o!8

49.8 

40.2

Date 

19^6

10-22

10-23 11-5

11-14 

11-17

11-27

12-1

10-15

10-J.9 

10-23

11-2 

11-14

11-17

11-27

12-1

10-12'

a9-13

6-13

n 30

10 o

10-14

10-28 

11-2 

11-14

11-17

11-27 11-6

12-1

10-19

8-31

9-14 11-6

9-30 10-6

10-13

10-20

10-27 

11-3 11-5

11-11 

11-17

11-24 

12-1

G. R.

1.06

.1.3&

1.10

0.95

0.34 

1.02

0.57

0.63, 0.96

1.77 1.77

i:36 1.24

2.15

1.03

Dlsoh. 

c.f.s.

 5

 5

4.50

7.0 

27.1

10.0

33-*

31

32

31

22

25

22

«

30.5

22

29

3

ss

16

lU 

17

17 

18

18.3 17

17

1.06 Ij 

1.05 !l7

Eiio5

xi^i-7 57.6

143 

147

150

122

71.4

70.7

72.2

72.1

73-1

71.7

36.o

102 

63.2

96.3

72.1

97.0

74.3

75.3

95-7 

92.6

114

log

36.0

10697.0

116

116 

114

49.5 

50.6

52.9

55*4

55!o

53^5

Inclez No.

5-11-3

10-11-3

21-11-3

5-10-3

6-10-3

13-10-2

29-11-3

£-10-3

19-11-3

(117)
Middle Hio Grande Valley, New Mexico, Surface Waters - 11 -

(Conductance) 

Location and Description_____________

Drains:

Albuquerque Division: (Oont'd)

Gonzales I,D., near Alameda, N. Mex. (35).

SE1/I sec.g, T.11N., R.3E.; at Mgtmay bridge 1-1/t miles west of Alameda, 7 miles north of 

Albuquerque, about 1/t mile east of the Hio Grande, and 1/2 mile dovmstream from highway 

bridge over Rio Grande. Ho gage. Sampled and analyzed by U.S.G.S.

Albuquerque H.S.D., near Alaraeda, H. Mex. ($ ).

El/2 sec.3, T.11N., R.3E.; at highway crossing just east of bridge over Hio Grande, 1 

miles northwest of Alameda, and g miles north of Albuquerque. Ho gage. Sampled and 

analyzed by U.S.G.S. and State of Texas. (g^.l).

30-11-3 Albuquerque H.S.D. (£97.2).

NWl/f sec.30, T.11N., H.3E. Sampled and analyzed by State of Texas.

13-10-2 Albuquerque B.S.D., at mouth, near Albuquerque, N. Mex. (tyo).

mift sec.13, T.10N., H.2E.; about 1-1/2 .miles west of Albuquerque, 1/2 mile upstream from 

Atrisco ^.version, and 1 mile upstream from Old Town Bridge over Hio Grande. Zero of gage 

is ^951.^6 ft. above sea level. Sampled and analyzed by U.S.G.S. and State of Texas. 

(901.1).

30-10-3 Albuquerque-Barr R.S.D., at Albuquerque, N. Mex. (903.2).

In HEl/t- sec.30, T.10H., H.3E., at west end of Baralas Bridge, 10.2 milss above outlet. 

No gage. Sampled and analyzed by State of Texas.

29-10-3 Albuquerque-Barr H.S.D,, near Albuquerque, H. Mex. (903.g).

Municipal sewer outfall in SWl/^ sec.29, T.10N., R-3E., Ho gige. Sang? led and. analyzed by 

the State of Texas.

13-9-2 Albuquerque-Barr R.S.D., near Pajarito, N. Mex. (°,0g.l).

Near Sl/^ cor. sec.13, T.9N., R.2£., ^.9 miles above outlet. Ho gage. Sampled and 

analyzed by the State of Texas.

12-g-2 Albuquerque-Barr R.S.D., near Isleta, N. Mex. (912.5).

At giging station in HEl/t sec.12, T.ffH., R.2E., 0.5 mile above outlet. Sanpled and 

analyzed by the State of Texas.

(118)
Middle Rio Grande Valley, New Mexico, Surface Waters - 11 - 

(ConJuctance)

EKte 

1936

7-9

7-18

7-24 

8-1

8-5

8-12

8-19

8-26

3-4

6-23

7-9

7-18

7-2U 7-25

8-1

8-5

5-23

W-35

10-115 

11.1555

12-18? 

2-25

3 5

4-7

4-22

5-u

5-25

6-9

7-9

3-5

3-5

3-5

4-7 

4-20

5-6 5-25

0. H.

2.50

Disch. 

c.f.s.

30.0

30.0

50.0

106

84.5 89.2

82.9

84.7 

68.9 

71.2

75*5

7fi> .9

H5

120

100

83.5 76

5.0

60.0

67.0

10194.6 86.5

Krlo5

101

99-3

107

105

108

101 

103

51.1

jj-lll

48.9

45.5

44.8

46.9

47.7

42.1

55.0

P5U..2 56.5 53.0 52.2 51.5

12.8 Jt-.w

43.6

41.2

67.6

76.0

H7

73-6

69.8

71.6

70.9

1 Date 

19^6

9-2

9-9,

9-16 9-23

9-3°

10-b

lO-lll8-12

8-19

8-26

9-2

9-9,

9-16

9-23

9-3°

10-fa

10-12

7-18

7-21

8-4

8-17

$-19

S-2o

9-2

9~14

9-16

6-22

10-13

6-9 

7-21

8-4

8-17

G. H. | Disch. j KXL05

2-35

2.09

12

2.18

2.06

2.16

2.22

2.20

40.0

66 '

It. 7

11

64.2

6U

57

61 <?

65.8

67.0

45.0

71.6 

52.1 U'l

DO »b

95.3 91.9

104

108

110 109

51.6 51.5

49.6

119.1 49.3

49.3 51.5

52.7

44.2

Si/

48.0

47.1 

50.1 

50.1

50.5 49. q

50'.* 

49.2

48.3

49.6

48.9

71.3

70.6

69.7 

74.0

72.7

71.2

Date 

19^56

10-lg

10-28

11-2

11-17

11-27

12-1

10-12

10-14

10-20

10-28

11-4

11-14

11-17

11-27

12-1

9-23

9-3°

10-6

IO-1'I 

10-20

10-27

11^-1-

11-6

11-17

11-27

12-1

10-13

S-U 9-28

0. E.

2.28

2.20

1.08

2.10 

2.16 

2.18

2.26

2.25 

2.20

2.16

11-6

Disch. 

c.f.s.

20.0

6U'2

56

66

£e

o9. 4-

68

645s

63

60.0

72.1

123*

98 A

Kxio5

107

105

110

109 109 111

109

52.6

50.8

52.6

54.1

54.4

55-5

56.1

55-2

1*9.3

42.6 

49.5

51.2

52.0

53.6 

54.2

5^.5

52.'5 

5^-3

53-2

52.8

77-3

]tt 75°5

71.0

Ind&x No.

g-:.i-3

8-11-3

30-11-3

13-10-2

30-10-3

29-10-3

13-9-2

12-8-2

(119)
Middle Mo Grande Valley, New Mexico, Surface Watera - 12 -

(Conductance) 

Location and Description________________

Drains:

Albuquerque Division: (Oont'd)

7-9-3 San Jose I.D., near mouth, near Albuquerque, N. Mex. Ct3) 

MEl/t sec .7, T.SN., R.3E.; at highway oroB3lng 4 miles south of Albuquerque, 3 miles northeast 

of Pajarlto, O.b mile above junction with Albuquerque-flarr fi.S.D. and 1/2 mile east of Rio 

Grande. No gage. Sampled and analyzed by U.3.G.S. and State of Texas. (906.4).

30-10-3 Atrlsco R.S.D., near Albucjuerque, N. Hex. (903.2).

In NEl/t 300.30, T.10N., R.^S.., at west end of Baralas Bridge, 10.2 milea above outlet. No 

gtge. Sampled and analyzed by the State of Texas.

24-9-2 Atrlsco R.S.D., at Pajarlto, N. Hex. (45).

SWl/^ sec.24, T-9N., R.2E.J 1/ty mile east of Pajarito, about 7 miles south of Albuquerque, 

about 4 miles upstream from Railroad bridge across Rio Grande. No gage. Sampled and 

analyzed by U.S.G.S. and State of Texas. (907.3).

12-£-2 Atrisoo R&D,, near Isleta, N. Ilex. (912.6).

At gtglng station in NWT./U sec.12, T.gN., R.2E., 0.6 mile above outlet. Sampled and 

analyzed by the State of Texas.

11-9-2 Armijo I.D., near Armijo, N. Max. (906.!).

At giglng station In BWl/f sec.11, T.gH., R.2E.; at Junction with Isleta Drain, 3 miles 

southwest of Armijo. Sampled and analyzed by the State of Texas.

23-9-2 Loa Padlllas, I.D., near Pajarlto, N. Mex. (909.0).

In 31/2 sec.23, T.9N., R.2S., 3 miles above outlet. No gage. Sampled and analyzed by the 

State of Texas.

2-3-2 loa Padlllas, I.D., near Los Padlllas, N. Mex. (911.6).

At gaging station in HEL/U sec.2, T.#N., R.2E., 0.3 mile above mouth. Sampled and analyzed 

by the State of Texas.

24-10-2 Isleta I.D. (g02.2).

HHl/f sec.24, T.10N., R.2E., near head of drain. Sampled and analyzed by the State of Texas.

35-10-2 Isleta I.D., near Armljo, N. Mex. (qoU.4).

In NE1/)- sec.35, T.10N., B.2E., 13.6 miles above outlet. No gage. Sampled and analyzed by 

the State of Texas.

2-9-2 Isleta I.D., near Armijo, N. Mex. (906.0).

In SWl/l). sec.2, T.gN., R.2E., above entrance of Ajjaijo I.D. and 11.* miles above outlet. No 

gage. Sampled and analyzed by the State of Texas.

(120)
Middle Rio Qrande Valley, Hew Mexico, Surface Waters - 12 - 

(Coriuctance)

Date

32->35

4-7 

4-20

5-6 5-25

6-9

6-22

7-9

7-17 7-21

7-23

7-29

«-4

3-5

3-5

6-23

7-7

7-17 7-24

7-2^

^-5

i-i2

&-VS

9-6-35

10-tfj

12-4-35

1-31

2-25

a4-24

5-26

3-5

£3

4-24 5-7,

5-26

3-5

9-1935

lD-ft-5

31-1*55 12-4-35

6-10

G. H. Olsch. 

c.f.s.

1.90

&

4.04 

2.49

1.94 

2.06

5.3

2.0

2*0

i 3.0

3.70

6.*

25.0

2b.O

60.3 

51.0

ill'!

4&!l

43.0

0.75 

2.34 

6.gi

11.7

1.0

i:S

7'i|

7.06

2.30

11.0

7.0

7.0

fa.o

12.0

 l

96.^

92.4

gl.O 96.3 90.3 92.1 79.5 61.2

102

9^.9

K.3

52.5

6

4d!o

53-2

52.2

50.1 54.4

55.1

56.1

56*7

p.'i

54.7

«5-3 

62.1 

«6.6

54.1

109

97.1

102

105 

103

104

52.2

91-3

54.2

^^ 5

79-5

91.2

Date

S~12

119-2

9^3

l~^(,

9-23

9-29

6-23

3-24

£-31

9-7

3-15 9-20 9-29

10-9

10-14

io-i4

4-g

4-22

5-7

5-25

b-10

6-10 

6-19

3-3

6-19

6-io 6-19

7-25

8-S

6-19

1&4-35

1 3L 3-5

G. H.

10 -i4

Olsch. 

c.f.s.

3.8

1.63

1.0

1.9

2.23

2.2

1-5

3.06 i.u5.2 3.06

3-0

7.0

22.0

39^ 79.3

79-5

76.3 50.5

12.3 

11.7 

12.7

3.99

4.0

7.95

5-*55

2.^6

5^5

104

66.5

fl 

9«.o

92.7 

lg.3

4o!7

62.1

113

119

W

55-1

54.6

y.A52.2

It'?

56i2

54.3 

55-6

54.2 

52.4

U$

64l6

9&!7

99-7

101 

101

94.3 

94.3

49.3

6,0 73.0

6.0

r.Q

73-5

72.6

, 12.0 | 35.4 1

Date 

1936

10-6

10-13 

10-14 

10-20 

10-27

11-2

11-6

11-10

11-17 

11-23

11-30

12-3

io-i4

10-13

10-2b

11-2

11-16

11-23

11-30

12-1

G. H.

i

7-22 

3-3

3-20

9-2,

9-l6 

9-30

3-24

9-5 

9-21

10-3

10-14

9-5

9-21 10-3

u-7

6-19

9-5

10-14

Disch. 

c.f.s.

3-1

2.72 

2.6

l!l

i.'iV "*'.! ! '

'.6

 5

7.0

34.7

42.5

*3-9 

43.4

6.76 

7.09 

5.42

4.45

2.0

3.66

4*71

4.01

3.44

11-9

3.0

7-5

KrioS

55.2

57-2 

51.9 

51.* 

94.7

92.0 

49.0

93-5

Hi ll'l

51.1

56.6 57.6 57.9

55-9

56.5

55-5

43.J 

50.8

52.7 

53-1

Imlex No.

7-9-3

30-10-3

24-9-2

12-3-2

51.6 

51.5

i

97-*

101

9«.o

99-7

106

92.3 

93.0

93-* 

99.7

lOb

35.2

87»7 79.0

11-9-2

23-9-2

2-3-2

24-10-2

35-10-2

!!-9-2

(121)
Middle Rio Grande Valley, New Mexico, Surface Waters - 13 -

(Conductance) 

_______Location and Description__________________

Drains;

Albuquerque Division: (Oont'd)

15-9-2 laleta I.D., near Pajarito, N. Hex. (907.3).

In NElA sec. 15, T.10N. , R.2E., 10. 5 miles above outlet. No gage. Sampled and analyzed b; 

the State of Texas.

22-9-2 Isleta.I.D., near Pajarito , N. Hex. d-6) .

In SElA sec. 22, T.giJ., fl.2E. ; at highway crossing 1 mile west of Pajarito, 0.2 mile west of 

highway crossing over Aranal Main Canal, and about 6-1/2 miles north of laleta. No gage. 

Sampled and analyzed by U.S.G.S.

2-3-2 Isleta I.D., near Los Padillas. (911.6).

In NVfl/f sec.2, T.3N., R.2E., 6.1 miles above outlet. No gage. Sampled and analyzed by the 

State of Texas.

23-3-2 Isleta I.D., near Isleta, N. Max. (91^.6).

In NElA sec.23, T.3N., R.ZB., above entrance of Indian I.D. and 2.3 miles above outlet. No 

gage. Sampled and analyzed by the State of Texas.

23-g-2 Isleta I.D., at Isleta, N. Hex. (^9).

El/2 sec.23, T.3N., R.2E.; in southwest edge of Isleta, I/I mile east of main highway and 

1/2 mile west of Isleta Diversion Dam and highway bridge over Rio Qrande. Zero of gage is 

4375.21 ft. above sea level. Sampled and analyzed by TJ.S.G.S. and tne State of Texas. 

{915.0).

36-9-2 Barr I.D., near Isleta, N. Hex. (gil.O).

In SElA 860.36, T.9N., H.2B., 1 mile above outlet. No gage. Sampled and analyzed by the 

State of Texas.

1-3-2 Barr I.D., at mouth, near Isleta, N. Mex. (W).

In SE1A sec.l, T.tfN., R.ZB.; Ifi mile west of highway, 1-1/t miles southeast of Los Padillas, 

2-3A miles northeast of Isleta, and 1-1/t miles upstream from railroad bridge over 

Rio Orande. No gage. Sampled and analyzed by U.S.U.S. and the State of Texas. (911.3).

13-3-2 Indian I.D., near Isleta, N. Hex. (gilU2).

In SWlA sec.13, T.3N., R.2E., above entrance of Riverside Stub and 0.6 mile above mouth. 

No gage. Sampled and analyzed by the State of Texas.

13-3-2 Indian I.D., near Isleta, N. Hex. (gi't.'K.

On Riverside Stub, above its Junction with Main Drain in SWl/t sec.13, T.3N., R.2E. No g 

Sanpled and analyzed by the State of Texas.

(122)
Middle Rio Orande Valley, New Hazleo, Surface Waters - 13 - 

(Conductance)

Date

3-5

7-7

7-17 7-a*

7-28

8-5

8-12

8-18

8-24

3-5

4.

- 5

4-24 

5-7,

;j-26

b-10 

6-19

7-17 

7-25 7-29

8-5

t-i

3-5

UH135

12-3-35

12-32-35

1-28

2-lg

£?

4-20

5-6

5-25 6-9

7-17

7-21

3-5

3-5

G. H.

2.48 

2.66

2.56

Dlsch.

C.f.B.

13.0

9.0

25.0

21 .i 37.4

55-3

Tb.O

80.3

57.5 

62.2

bl.O 

72

62do.i

4.30

11.7

13.!!

10.1

7. A 

b.lA

5 ^1

s!o4

16.0

15.2 

n.$

8.8

8.85

2.0

5.0

«££

83.2

98.6

91-5

95-5

91-3

91.2

96.5

94.0

85.6

73-5

77-0

71.4 fei 66.9 82.2

ss'.g

82 .8 

81.1

88.3

82.2

122

139

129

125

121

122

124

104

110 

109

107

H5

69.4

54.9

Date 

1936

6-19

S--SL

£16 9-21

9-29

10-9

10-14

10-20

10-14

6-19

8-12

8-24 

8-24

8-31

139-16

9-21 

9-21 9-29

6-22

7-23

£?

&8-17

s-i9 8-26

8-31

9-2

9-14

9-16

9-23

6-19

6-19

G. H.

2.76 

2.48

2-33

2.57

2.32 

2.22

2.23

Dlscli.

C.f.B.

29.6

21.0

51.0

62

66 

57 .2

4970.7

I

9.70

9.6

12.0 

11.7

12.0 

10.0

9-95

10.0

13.0

15.2 i^°

12 '.4

9-7

9.3

3.0

5.0

5£°o

f!3.4

93-6

90.9 

93.2

92.0

92.8

102

91.1

90.4

93.0

91.1

33.0 75.7

So'.2

81.0

78.3

s6.'o

78.4

109

110

115

112 

110

llg

117

120

112

107

lib

116

71.7

W.2

Date

10-14

10-26

11-2

11-9

11-16

11-23

11-30

12-1

10-14

10-3

10-9 

10-14

10-21

10-27

11-3 11-9

11-16 

11-23 

11-30

12-3

10-13

9-28

9-f9 10-6

10-14

10-20

10-27

11-2

11-6

11-9

11-17

11-23 

11-30 12-3

10-14

10-14

G. H.

2.26 2.06

2.25

1.92

ll

1.94

msch.

C.f.B.

19.0

30.0

44.7

50

1*9

3& 

30

31

31

5.00

10.2

10.0 

9.0

8^3

8.8 !."&

8.0

8.1

7.8

6.3 5.7

4.0

3.0

«n£

91.1

89.1

91.2 

90 .i

91 .f!

91-7

90.2

90.7

93-5

& l'l

78.6

84.2

83.2

80.4

85.1 

sg.2

87.2 

82.4

ails

120

120 119 117 113

117

lib

119 

ll£

117

120

121 

121

121

75-7

5^-3

Index No.

15--9-2

22-9-2

2-8-2

23-d-2

23 -a -2

36-9-2

1-8-2

13-8-2

13-^-2

(123)
Middle Rio Orande Valley, New Mexico, Surface Haters -

(Conductance) 

______ Location and Description

Drains;

Albuquerque Division; (Conttd)

23-«-2 Indian I.D., near Isleta, N. Mex. (914.6).

At metering station In NB1/4 sec.23, T.gN., R.ZS. Sampled and analyzed by the State of 

Texas.

3W.-2 Isleta H.S.D., above Isleta I.D., near Isleta, N. Hex. (JO).

In NK1/4 sec.34, T.gN., R.ZS.; about 0.2 mile southeast of main highway, 2-1/1 miles southwest 

of Isleta, and 2-1/4 miles downstream from Isleta Diversion Dam. Zero of gage is 'MJoli.go ft. 

above see. level. Sampled and analyzed by U.S.O.S. and the State of Texas. (917.1).

Belen Division;

2-7-2 Otero T.D., near Peralta, N. Mex. (91g.g).

Near SlA oor- sec.2, T./N., R.ZS., 2.6 miles above mouth. No gage. Sajnpled and analyzed 

by the State of Texas.

1^-7-2 Otero I.D., near mouth, near Peralta, N. Mex. (52).

In SWlA seo.llt, T.7N., R.ZS.; 3A mile southwest of Peralta, 1/2 mile east of Rio Qrande. 

Zero of gage Is W4b.l§ ft. above sea level. Sampled and analyzed by U.S.O.S. and the 

State of Texas. (920.7).

3-7-2 Upper Peralta R.S.D., near Peralta, N. Hex. (913.9).

In SE1/I- sec.3, T.7N., R.ZS., 3.7 miles above outlet. No gage. Sampled and analyzed by 

the State of Texas.

20-7-2 Upper Peralta R.S.D., at mouth, near Los Lunas, N. Max. (53).

In NWl/ty sec.26, T.yN., R.ZS.; 1-1/2 miles northeast of Los Lunas, 2 miles southwest of 

Peralta, east side of Rio Qrande and 3/U mile upstream from highway bridge at Los Lunas. 

Zero of gage is Wt£.S7 ft. above sea level. Sampled and analyzed by U.S.O.S. and the 

State of Texas. (921.9).

27-7-2 Upper Belan R.S.D., above Los Lentes I.P., at Los Lunas, N. Ilex. (55).

In Hi/2 sec.27, T./N., R.ZS.; 1/2 mile northeast of Los Lunas, on west aide of Rio Orande, 

and 1/1- mile upstream from highway bridge at Los Lunas. No ga&. Sampled and analyzed 

by U.S.O.S. and the Stata of Texas. (922.2).

(1SU)
Kiddle Bio Grande Valley, Hew Kexleo, Surface Waters 

(Contoctance)

- 14 -

Date

4-24 

&

8

6-10 6-25

7-22 

7-23

7-29

88-12

6-23

124-35

4^25

5^5-27

6-11

6-23 7-20

7-22 

7-27

8-3

3-6

4-9 

4-25

5-11 

5-27 6-11

7-20 

7-22 

7-27 8-3

8-5

8-11

12-4-35

m7-20 7-27

G. E.

1.19

1.12

1.55

0.92

2.28

S3

1.56

1.56 2.05

1.64

Dlscll. 

c.f.s.

8.0 

11.7 

17.4

24.5

26.5

&.'l7

7.qO

6.66

7.64 

T.O

5.1

1H.O

14.1

7.3

1.5

4.58

3.00

3.37

3.29

l'.A7 if

3^1

13.0

16.4

11

12.6

iH.O

13.0

12.0 

16.0

19.2

15.0

<- 1- f!- a -*a o

22.0 

10.0

«TO

59.* 

53-9

49^ *3-5

42*1 P

4^«0 §i 56.4 54.5 56.0 57.2

123

105

99-6

100

99 «

98.9 35-? 99.4

102

8*97.5

5M

58.7 57.2

55.3

fo.2

47.7

52.9

54'J 

53.6

54.8

590 59.6 

59.* 

58.0

5I1

60:3

1936

6-10 6-19

8-20

8 24

8-31

9-2 

9-9r

9-16

9-21

9-21

10-16

8-5

8-11

8-18

8-19

8-24

8-31 9-2

9-14 

9;i&

6-23

I:i7

9-2

9^14 9-16

9-22

9-29

a

t|

9-2

9-14 9-22

9-29

G. E.

1.25

1-37

1.48

0.99

0.95

1.20

2.28

2.28

2.31

2.15

2.18

2.24 

2.15

1.71

1.72 

1.79

1.70 

1.76

1^7

Dlsch. 

c.f.s.

10.8 

10.4 

11.8 

12.0 

16.8

8.6

11.0

5.0

6.05 

13.0

9.4

13.2

13.0

1.0

3.14

3-1

3-1

3.29

3.1

3.2

3-77 3.0

3-*9

7.0

18.0 

12.6 17.0 19.0 17.5

18.0 

20.0 

13.2 

21.0

25-0

10.0

££°c

58.7 59«2

57^6

57.6

56.6 56.0

55-7 54.2

P

-9

.0

53.4

124

99.5 -100

99.0

98.3

99-9

98.5

98.1 

96.9

99.7 103 

98.9

51.4

S356^1

If

53 A

53.4

H

56.5

Date

9-5

9-21

10-3 11-7

10-3 10-6

10-21 10-29

11-3 11-8

11-16

11-23 12-3

9-29 9-30

10-5

10-12

10-19

10-27

11-2

n-9

11-16 

11-24 12-2

10-16

9-30

10-5

10-12 

10-19 

10-27

11-2

11-9, 

11-16

11-24

12-2

10-5

10-12 

10-15 

10-19 

10-29 

11-2

11-16 

11-24

12-2

G. E.

1.22 

1.30

1.20

1.24

1.40

1:00

0.94

1.16

2.14

2.09

2.06 2.06

2.00

1.90 

1.86

1.84 

1.78 

1.90

1.84

1.77 

1.70 

1.80

1.85 

1.70 

1.71 

1.TO

1.80

Dlscll. 

c.f.s.

17.4 

10.4 

10.2

3-7*

12.0 

13.0

11.0

12.0

13.0 

12.0

12.0

11.0

12.0

3.H

3.63

3-9

3.0

3.6

3-3

3-5 

3-0

11.0

24.9 

23.0

22.0 

21.0 

23.0

ta.'.o

21.0 

21.0 25.0

12.0

Er!05

53-5 62.9 62.1 65.1

81

59*^

53.0 57.6 56.2

54.0 53.3

98.7

10199.5 98.0

10199.4

10097.8 98.7 97.6

93-9

61.5

54.8 

56.8 58.2

59-3 58.2

57.9 56.5

^56.0

56.6

55-7 581.4

57.8 

59-1 

59.0 

57.8

59.3 57-7

57.8

Index No.

23-8-2

34-8-2

2-7-2

14-7-2

3-7-2

26-7-2

27-7-2

(125)
Middle Bio Grande Valley, New Jfexico, Surface Waters - 15 -

(Conductance) 

____ ____Location and Description________________

Drains;

Belsn Division: (Cont'd)

l).-&-2 Upper Belen H.S.D., near Los Lunas, M. Mex. (y&.Z).

In NE1.A sec. 1*, T.&N., S.2E., 2.3 miles above outlet and above Hunning Lateral Wasteway. No 

gage. Sampled and analyzed by the State of Texas.

9-6-2 Upper Belen H.S.D., near Los UUavez, N. Mex. (925.&).

At metering station in Wl/2 sec.9, T.bN., H.2E., 0.9 mile above outlet. Sampled and 

analyzed by the State of Texas.

16-&-2 Upper Belen H.S.D., at outlet (92&».

In NWl/f sec.lo, T.&N., K.2E. Sampled and analyzed by the State of '-Texas.

27-7-2 Los Lentes I.D., at mouth, at Los Lunas, N. Mex. (5^).

In NW1.A sec.27, T.7N., R.2E.; 1/2 mile northeast of Los Lunas and 1/f mile upstream from 

highway bridge at Los Lunas. No gage. Sampled and analyzed by U.S.G.S. and the State of 

Texas. (922.3).

2&-7-2 Valencia I.D., near Los Lunas, N. Mex. (50).

In SEl/k sec.2&, T.TN., JR.2E.; at highway crossing 2 miles east-southeast of Los Lunas, 

3 miles south of Peralta, and 1 mile east of Hio Grande. No gage. Sampled .and analyzed 

by U.S.G.S.

17-6-2 Lower Belen H.S.D., near Los Chavez, N. Mex. (927.0).

In SEl/f sec.17, T.bN., R.2E., ^.3 miles above outlet. No gage. Sampled and analyzed by 

the State of Texas.

29-&-2 Lower Belen, H.S.D., near Sausal, N. Mex. (929.0).

In Sl/2sec.29, T.Gw., A.2E., &.1 miles above outlet. No gage. Sampled and analyzed by 

the State of Texas.

g-5-2 Lower Belen, H.S.D., near Belen, N. Mex. (931.9).

In SEl/t see.g, T.JN., H.2E., above entrance of Los Chavez I.D. and 3 miles above outlet. 

No gage. Sampled and analyzed by the State of Texas.

20-5-2 Lower Belen S.S.D., near Belen, N. Mex. (67*).

At gaging station in SEl/f sac.20, T.JN., K.2£., 1 mile below nignway bridge and 0.5 mile 

above outlet. Zero of gage is ^791.if ft. above sea level. Sampled and analyzed by 

U.S.G.S. and the State of Texas. (<)^.l).

(126)
Middle Hio Grande Valley, New Mexico, Surface Waters - 15 - 

(Conductance)

Jate

6-11

Vii5

4-22

5-11

3-16

9-7-35

30-14-35

11-3^-35

32-'l-3[i

12*435

2-1

2-25

3-6

C-ii

1 22

5-11

5-27 b-ii

7-21

7-23

£~3

t'li

?-2i;

3-31

3-6

3-6

3-6

s^f 5-2^

fa-12

7-23

el -6

G. H. Disch. 

c.f.s.

22.0

55.2

60. t

gfa.3

9S-7

SMb

4.91

025 °c

69.2

59 : i

50.2 4.3

54.7

122

3.26 [ 120 |

5.11

4.10

3-^5

3-41

3.17

' '"11

"*,&&

3? l:t

g-2>;

2.0

7.0

15.0

27.2

52-9

80,5

^7.3

40 .g

11.3 

3S.4

37-5

118

117

117

110

112

n1;

iii;

115

116

116 

116

1511

156

i4i

iw152 150

61.3

62.1)

63.5

119

92.2

Date 

1936

5-27 S-ii

6-2i;

7-22

7-20

7-22 7-27

£l-5

g-11

$-17

^-19

^-24

g-31

9-2

9-3

9-1^

9-22 9-29

10-5

10-12

10-19

6-2^

10-15

6-21;

9-3£

9-16 9-17

i2t : 9-23 131 9-30

Ufa | 10-1

G. H. Disch. I KxloS

35-* m

21.3

3-9

'I-.10

1*,3

^.2

3-99

3.4

3.90

r- 3

g

3.'5 

3.7

2-5

11.0

Ig.O

32. b

1.3ll 36.0

1.70 W.o

l.W

1^6 'l loll;

33.'o .

i;q.o 54.9

59.^

69.1;

121

119

121

11(5

ll£l

115

121

llgiii;

116

119

115 

117

150

14*3

151 

149 i!;g

152

126

 ..

7^-5

125

127 

135

123

122

125 

125

36.0 j 123

Date 

1936

I"l

9-2

9-30

9-16

9-22

9-29

9-30

10-5

10-12

10-19

10-29

11-2

11-9

11-16 11-21;

12-2

10-27

11-2

11-9

ll-lb ii-2i;

12-2

10-15

10-15

10-21

10 -2g n-i;

11-11

11-20

11-25

12-2

G. H.

i.*5

1.59

l.fe

1.31;

1.50

Discn. 

c.f.s.

W.2 

61.2

57.0

37-5

3 .«b fi. 1;

^. 5

i;.52

U.3

3-8

3.1

3-2

3.6

S.o

3-8

3- 1* 

U.6

7-5

19-5

13

Uo js

^«0

77.5

56.0

59-9

67 .g

120

Index No.

^

<J-b-2

lb-6-2

27-7-2

115 |

115

119

ll'l

H3

117 iii;

117

115

113

Ufa

151

152

151

il7 

wo

1*7

123

7*. 2

117

117 

117

119

5s i 120

1-37 39 i 117 1.56 j W 119

i I

2()-7-2

17-b-2

2<j-6-2

f!-5-2

20-5-2

(127)
Middle Rio Grande Valley, Nsw Mexico, Surface Kate

(Conductance) 

Location and Description

3-6-2

Drains:

Belen Division: (Oont'd)

San Fernandez I.D., near mouth, near Tome, N. Hex. (57).

Wl/2 sec. 3, T.6N., H.2E.; at highway crossing 3/8 mile east of river, 2-1/2 miles north of

Tome, 2 miles south of Los Lunas. Zero of gage is WJ2.1* ft. above

and analyzed by U.S.G.S. and the State of Texas. (<)& .*).

el. Sampled

17-6-2 

12-7-2 

1-6-2

Harlan I.D., near Los Chavez, N. Mex. (926.!).

At gaging station in NEl/f sec.17, T.oN., R.2E. Sailed and analyzed by the State of-Texas.

Tome I.D., near Peralta, N. Hex. (919.9). 

In SWl/f sec .12, T.7N. , R.2E., 1^.7 miles 

the State of Texas.

utlet. No gage. Sampled and analyzed by

Tome I.D., near Tome, N. Hex. (Jg).

In SWlA sec.l, T.oN., R.2E.; at highway crossing 3 miles northeast of Tome, 3-lA miles 

southeast of Los Lunas, and 2 miles east of Rio Grande; Zero of gage is ^23.^0 ft. 

above sea level. Sampled and analyzed by U.S.G.S. and the State of Texas. (92^.9).

l|_5-2 Tome I.D., at mouth, near Belen, H. Mex. (63).

In NEl/f sec.lt, T.JN., H.2E.; at highway crossing 3 miles northeast of Belen, J-l/2 miles 

south of Tome, and 1/2 mile east of Rio Grande. Zero of @age is ^03.U6 ft. above sea 

level. Sampled and analyzed by U.S.G.S. and the State of Texas. (930.14-).

22-6-2 El Oerro I.D., at mouth, near Tome, N. Mex. (6l).

In SEl/t sec.22, T.&N., H.2E.; at highway crossing l-l/*t miles southeast of Tome, about 

5-1/2 miles northeast of Belen, ani 1-1/4 miles east of Rio Grande. No @age. Sampled a 

analyzed by U.S.G.'S.

3^-7-2 Lower Peralta R.S.D., near Los Lunas, N. Mex. (923.5).

In Wl/2 860.314-, T.7N.-, H.2E., 10.1 miles above outlet. No

the State of Texas.

e. Sampled and analyzed by

9-6-2 Lower Peralta R.S.D., near Tome, H. Mex. (925.6).

In SEl/4 sec.g, T.&N., R.2E., 7.7 miles above outlet. No gage. Sampled and analyzed by

the State of Texas.
Middle Rio Grande Valley, Hew Mexico, Surface Waters - 1& - 

(Conductance)

Date

3-6

5-9

4-23

5-3

5-2S

6-12 

6-23 

7-14

7-21 7-23

7-23

3-4

6-11

7-22

3-5

3-5

3-5

6-23

7-14 7-21

7-23

3-4

3-11

S-1S

9-9^

10-1555

12-5-35

12-205)

2-19

3-5 

5-9

4-23

5-23

6-12

7-10

7-14

7-2'!

7-2S

S-4

S-11

S-1S

3-25

10-15-35

11-19-3;

J2-5-35

12-20-gF

3-6

G. H.

0.96 

0.37

0.07

5.30 

5.52

5.41 

5.4*

5-53

5.35

I.SO

Disch. 

c.f.s.

1.69

2.6S

2.6S

3.20

2.62

2.04

2.5 

1.9

2.17

2.0

1.9

1.50

1.2S

1.52

3.0

9.0

19.0

21.0 

19.0

21.0 

2^.0

20.0

22.0

37.3

27.7

33-3

2b,2

is. 5

16.5 

26.7

31-9

33.0 

3|.5

37-0

S.O

S.o

3.0

S.O

22.0

Kxlo5 

@2Ii 0 C

57.3

5S.2 57.5

63 !s

6S .0 

66.9

69-9

70.4

64.9

197

13 7

132

97-5

143

146

i4o

132 

136

139

132

155

152

154

150

153

150

165

161

157 

155

166

170

165

172

167

77-9

77-1

36)2

67.4

Date 

1936

S-6

3-11

S-13

3-20

S-25

9-2 

9-3 

9-S 

9-15

9-17

9-22

S-24

9-2

6-23

S-25

9-2

9-S 9-15

9-22

9-3°

10-fa

10-13

7-14

7-21

7-23

3-4

S-6

3-12 

3 -IS

3-20

9-1

9-3 

g-a

9-2

9-3

9-15

9-22

9-3°

10-6

10-13

2-3

2-19

3-6

5-2S

6-23

G. H.

0.62

O.JS

0.56

0.55 

0.56

0.53

5. SO

5.3S s'*i

5-37 5-35

5-35

5-19

1-75

1.72

1.65

1.30

1.71 

1-79

1.7S

1.66

1.74

Discii. 

c.f.s.

1-95

2.1

1.8

L93

1.6

1-7

2.01 

2.2 

2.1*

1-99

2.1

1.2S

1.2S

S.b

23

22

26

2U

23

21

18

3331

31.1

28

36

38.6

36

3S.S

36 

32

3U' 2

S.o

3.0

12.0

10.0

20.0

025° o

66.5

66.9

67.6

67.7

67.4

66.0

66.5

64.4

132

132

91.1

33

40119

46 ' 'ft

14 1

147

153

156

150

153

155

ill 152 156 151 152 156

164

i6S

169

162

163

165

166

79-7

77-5

79-7

69 .«

Date 1936

9-3°

10-1

10-6

10-13

10-20 10-27

11-10 

11-20

11-24

12-2

9-17

9-3°

10-16

10-16

10-20

10-27

11-10 

11-20

11-24

12-2

9-15

9-17

9-22

9-29

10-1

lo-b

10-13 

10-20

10-27 n-3

11-10

11-20 

11-24 12-2

10-20

10-27

11-4

11-10

11-20

11-24

12-2

6-12

6-23

9-3

10-16

G. H.

0.63

0.62

0.62

0.62

0.63 

0.6l 

0.63

o.6S

0.69

0.76

5.13

5.24 

5.22

5-29 

5 .4l

5.52

1.76

1.73

1.86

1.70

1.56

1.56

1.54 

l.bl

1-73 

1.67 1.9!

Disoh.

2.5

2.43

2.0

2.3

1.9

1.9 

1.9 

1.9 

2.1

1.8

2.7

3.27 3.27

7.0

16.0

18.0

18.0 

16.0

16.0 

19.0

17.0

21.0 '

36.0

£o

36.0

35.0

28.0

2U.O

?U.o

26.0

2U.O 

25.0

31.0

28.0 

38.0

12.0

9.0

20.0

20.0

02VC

b6. 7

67.2

64.4

63.1

6&!4

66.3

66.3

134

194

102

143

147

145

143

151

153

162

156

1*9

155

150

156 

151

154

ife 

147

152 

143 157

169

lod

167

163

171

172

170

34.3

36.3

32.9

6S. 5

Index No.

3-6-2

17-6-2

12-7-2

1-6-2

4-5-2

22-6-2

34-7-2

9-6-2

(129)
Middle Rio Grande Valley, New ItexLco, Surface Waters - 17 -

(Conductance) 

________ location and Description________________

Dpalna;

Belen Dirt el CO (Cont'd)

4-5-2 Lower Peralta H.s.D., near Adelino, N. Ilex.

In IMlA sec.4, T.^N., H.2E., 2.6 miles above outlet. NO gage. Sampled and analyzed by the 

State of Tezas.

Lower Feralta R.S.D., opposite Belen, N. Ifex. (66a).

At gaging station in NWl/t sec.l6, T.^N., H.2S., 1 mile upstream from highway bridge. Zero 

of gage is 4795.72 ft. abore sea level. Sampled and analyzed by U.S.C.S. and the State of 

Texas. (932.9).

32-7-2 Los Chavez I.D., near Los Lunas, N. Hex. (923.5).

In SEl/t sec.32, T.TN., R.2E., 9.4 miles abore outlet and O.J mile below head. No gage. 

Sampled and analyzed by the State of Texas.

20-6-2 Los Chavez I.D., at Los Chavez, N. Mex. (62).

In SW1/4 sec.20, T.&N., H.2E.; at highway crossing 1/3 mile west of Los Chavez, 4-3/4 

miles north of Belen, and 1 mile west of Bio Grande. No gage. Sampled and analyzed by 

U.3.G.S. and the State of Texas. (927.9).

4-5-2 Los Chavez I.D., at nouth, at Belan, N. Ilex. (65).

In Sl/£ sec.g, T.5H., H.2E.; 3/4 mile northeast of Belan, about 1/8 mile west of Rio 

Grande, 1/4 mile east of highway, and 1-1/4 miles upstream from highway bridge over Rio 

Grande. No gage. Sampled and analyzed by U.S.&.S. and the State of Texas. (932.0).

4-5-2 Public Wasteway near Adeline, N. Mex. (930.5).

At gaging station in NE1/4 sec.4, T.5H., R.2E., O.j mile above outlet. Sampled and 

analyzed by the State of Texas.

31-5-2 Bostjue I.D., at Pueblitos, N. Mex. (&).

In SW1/4 sec.31, T.JN., H.2E.; at highway crossing just east of railroad, at east edge 

of Pueblitos, 5/J mile west of Jarales, 1-1/2 miles west of Rio Grande, and 3-l/£ mi lee 

south of Belen. No gage. Sampled and analyzed by U.S.G.S. and the State of Texas. (936.!).

Bosiue I.D., near Boeque, N. Mex. (939-7).

In El/2 sec.24, T.4N., 8.IE., 2.1 miles above outlet. NO gige. Sampled and analyzed by

the State of Texas.

(130)
Middle Rio Qrande Valloy, Hew Mexico, Surface Waters - 17 - 

(Conductance)

Date

3-5

9-9-35 

4-9 

4-23

5"^

5-8*

6-12 6-23

7-23 u

3-6

j46-24

7-9,

7-16

7-24

7-24

I:?

4-11

ia-5-35

4-9

4-a4 5-11

5-24

6-12

7-9,

7-16

7-2?

7-24

4-5

»-g

tl2

3-6

£S?

3?s-ii

4-17

4-24

3-6

0. H. Disch. 

o.f.s.

42.0

166 

g

wi

161

12292.5

150* 5

0.7

5.0

5.0

15.5

U.I

3%19.7

2J.2 

16.0

16.0

14.4 

15.0

15.0

47.5

Jl9

3.0

7.0

5.0

Exlo5

63.2

<3-7 

72.4

70.6

79.2

94.0

97-7

91.5

132

223

219

200

207

214

2l4

207

212

211

203

212

202 

200

196

204 

199

207

209 

210

207

34.7

35-3 47.0

143

145 

171

173

160

1*3

232

Date

10-16

4-20

9-3 

9-17

9-w

9-24 

10-1

10-1

10-4

6-24

4-17

4-24

4-31

9-10

9-14

9-24

9-29

10-5

10-12

4-6

£-12

S34-26

9-2 

9-3

9-9,

9-16 9-17

9-23

6-23

H3

4-31

&

9-21 9-29

10-5

10-17

10-19

6-25

0. E.

4.62 

4.06

3.92

Disch. 

c.f.s.

,,

129 

135 

143

138 131* 91*

95-7

so

0.7

14.4

1>*.0

15.0 

15«7 13.0

15.0 

14.0

llt.O

170

22.0

11.3

l4.o

Eiio5

02'i-O

65.0

42l6 

44.0

42.2

100

I?*3

134

209

199

202

1#

1M

194

195

197

196

204

203

203 

207

157

199 

200

194

199 

203

197

42.4

57.0 

7L3

146

ife

Ul

124 

149

173

154

170

204

1 Date 

1 19^6

10-15 

10-22 

10-29 11-5

11-12 

11-19

11-25

12-4

10-15

10-15

10-19

10-26

11-2

11-9

11-16 11-25

12-2

10-1

10-1

10-7

10-15

10-21

10-29 11-5

11-11

11-20 

11-25

12-4

4-20

9-3, 9-14

10-19

10-26 

11-2

11-9

U-23

12-1

10-19

0. E.

3.44 

5.60

*-33

4.02

4.32

4.56

4a6

Disch. 1 Kllo5

126

50

115 

93 115

92

1.0

4.0

19.0

19.0

15.0 

lU.O

lU.O

lU.O 

lU.O

lU.O 15.0 13.0

lU.O

41.3

*9-5 

65.1

5-2

4.5

92.2 

77.6

40.1

47.4

95J*

79-9

94.5

134

223

203

201

201

194

191

149

191

200

203

202 

203 -

204

205 

207

203

203 

201

201

49.4

49.2

171

3?

5174 125

220

Index No.

4-5-2

16-5-2

32-7-2

20-6-2

4-5-2

4-5-2

31-5-2

24-4-1

(131)
Middle Elo Qrande Valley, New Mexico, Surface Waters - li -

(Conductance) 

_________Location and Description________________

Drains:

Belen Division: (Cont'd)

Bosque I.D., near mouth, near flosque, H. Hex. (70).

In SM.A eec.25, T.4N., H.U.; at highway crossing 2 miles south of Basque, 3/8 mile east 

of main highway and railroad, art 1-1/4 nilee southwest of highway bridge over Bio Crande. 

Bo gage. Sampled art analyzed by U.S.G.S. end the State of Texas. (91*1.5).

20-4-2 Casa Colorado I.D., near Caaa Colorado, N. Ilex. (939.5).

At gaging station In SWl^ see.20, T.4N., H.2E., at outlet of drain. Sampled and analyzed 

by the State of Texas.

20-4-2 Upper San Juan H.S.D., near Casa Colorado, N. Ilex. (939.5).

In HHlA seo.20, T.4H., H.2K., 1.7 miles above outlet. No gage. Sampled and analyzed by 

the State of Texas.

29-4-2 Upper San Juan R.3.D., near mouth, near Casa Colorado, H. Ilex. (73).

In W1/& see.29, T.4N., R.2E.; at highway crossing Just east of highway bridge over Rio 

Crande, 2 miles southeast of Basque, 1-1/t miles south of Casa Colorado, and about 4 

miles downstream from San Juan Heading. Zero of gage Is 4762.99 ft. above sea level. 

Sampled and analyzed by U.S.G.S. and the State of Texas. (940.7).

25-4-1 Luna I.D., at mouth, near Bosque, N. Ilex. (69).

In 3K1A see.25, T.4N., R.I!.; at highway crossing 2 miles south of Bosque, 1/2 mile east 

of main highway aid railroad, and 1 mile southwest of hl^iway bridge over Rio Qrande. 

No gage. Sampled and analyzed by D.S.G.S. end the Stete of Texas.

<-4-2 Sablnal R«SJ)«near Jarales, N. Ilex. (93?.<).

In Wl/6 seo.61 , T.4N., R.2K., 5.6 miles ebon outlet. Bo gage. Sampled and analyzed by 

the State of Texas.

3&-4-1 Sablnal H.S.D., near Bosque (71).

In HElA aee.3b, T.4R., H.1E.; on west side of Rio Grande above Bosque I.D., 2-1/2 miles 

south of Bosque, 1/2 mile east of main highway and railroad, and about 1-1/2 miles downstream from highway bridge over Rio Gfcende. No gage. Sampled and analyzed by U.S.G.S. 

and the State of Texas. (941.5).

13-3-1 Lower San Juan R.S.D., near Lae Nutrias, N. Hex. (944.5).

In NWlA see.13, T.3H., R.1E., 5.5 miles above outlet. No gage. Sampled and analyzed by 

the State of Texas.

(132)
Kiddie Bio Gnnde Valley, Heir Mexico, Surface Vatere - 

(Conductance)

Date 

W?6

12-6-31

4-io

*-27

5-12 5-29 6-15 7-10

7~17

7-24 7-2* If

3-6

6-2*

3-6

*-10 

*-27

5-12 5-29

6-15 7-17

7-2*

7-30

(8-6

7-10

7-17 7-2*

7-31

<-*

£-10

(8-17 

(8-2*

3-6

*-10

*-27 5-12 5-29

6-15 7-10

7-2*

tf

3-6

0. H.

2.18 

2.1*

2.1*

3^29 

2.57

2.618 

3.10

Dleeh. 

c.f.e.

12.0

19.1

a.o

25.2

21,*

21.2

15.1

0.75

0.75

7.0

9.06 

15.3

14.2

^:<s* 8.2 

8.0

6.90

6.4

9-7 

9.*3

3.00

5.00

11.0

*3.i

23.6

9.0

Kx!05

a2>i*c

207

156

lol 179

192 199 177 217

211

21* 

196

80.3

(8(8.5

65.8

67*0

63-7

60.7 

61.5

66.7 

67.2

65.7

63!! 

65.6

1*0

i** 177

IS*

190

199

79.*

6(5.1

72.6 

60.*

69*6 

67.0

7o!l

W.6 

73.6

71.5

Date

8-10

I"a

8-2*

4-31

9-T ***

9-1*

9-1*

9-a 

9-29

*-10

6-2*

8-11

jl-a

8-2* (8-31

9^

9-£j

9-21 9-29

a-|i

9-1*

9-a 9-29

10-5

10-12 10-19

6-25

I'lO

£g

94 

H*

9-1* 9-a

6-2*

0. H.

2.05

2.00

2.00 

1.97

2.00

2.02

2.00 

2.10

2.90

2.89 

2.77

3.26

Diach. 

c.f.e.

19.7

31.*

13.7

17.9

l.*9

3.0

8.1 

8.1

j>3*

7.8 

8.3 9.09

9.0

8.6

S.SO

10.0 

12.0

9.0

29.7

33.0 

29.5

31.8

9.0

Kxlo5 

02'5'C

202

20*

21*

121

200

1*3

21*

222

160

17*

170 

202

£1.5

59.6

6(8.5 

66.2

6(8.9

67.3 ojf 69.0

69.6 69.3 67"!

190

199 19*

20*

197

198 

209

88.0

70^

?li

73*.* 

 71.6

SI pi

6(5.9 

63.0

63.2

Date

10-2

10-5

10-12

10-19

10-26

11-2

11-9

11-16

11-23

11-30

12-1

4-27

10-16

10-2

10-6

10-12

10-19 io-eb

11-2

n-9

11-16

11-23

12-1

10-19

10-26

11-2 11-9

11-lb

U-23

11-30 

12-1

10-19

9-29

10-2 10-5

10-12 

10-iq 

10-26 

11-2 

11-9

11-23 

12-1

10-19

0. H.

2.0*

2.03

2.03 

2.09

2.12 

2.12

2.12

2.12

3.06

2.7S

2.71 

3.30 

3.1* 

2.^ 

3.*1

2*82 

3-3*

Weeh. 

c.f.e.

16.1

1.50

3.0

9.40

I'. 6

9.3

10.0

10.0 

11.0

9.>*

10.0

11.0

2.0

2.00

13.0

27-7

8.0

Rxlo5

215

214

21b

222

223

224

221

201

22*

17*

159

83.7

66.0

69.* 

67.2

66^

6(8.7

70.1

67.5

70.1

69 ,6

70.1

70.9

211

212

2*0

225

232

200

1*9 

1*(8

75.0

77.6

ft?

S367.3

71.4 

72*1

65.5

67.6

]jidex Ho.

25-*-!

20-4-2

20-*-2

!!9-*-2

25-*-l

«8-*-2

:56-*-i

13-3-1

 Detailed analyeee 82343

(133)
Middle Bio Grande Valley, New Mexico, Surface Vatera - 19 - 

(Conductance)

Index No._______________Location and Description

Drains:

Belen Division: (Cont'd) 

1-2-1 Lower San Juan E.S.D., near Las Nutrias, N. Ilex. (77).

In NRlA sec.l, T.2N., E.1E., abore outlat of Las Nutrias I.D. No gags. Sanpled and 

analyzed by U.S.G.S. and the State ct Texas. (9^.«).

12-2-1 Lower San Juan H.S.D., near Bernardo, N, Ilex.

In NRlA aec.12, T.2N., B.1B., at east end of Bernardo Bridge and 0.2 Bile abore outlet. 

No gag». Saopled and analyzed by the State of Texas.

13-3-1 San Juan I.D., near Las Nutrias, N. Ilex. (544.5).

In Ngl/4 880.13, f-y-t B.U., 0.5 Bile atwre jonetlcn with Las Nutrias I.D. No gage. 

Sampled and analyzed by the State of Texas.

14-3-2 Las Hutrlaa I.D., near Las Nutrias, N. Ilex. (944.5).

In NflA 380.14, T.3N., E.2E., 5.2 Biles abore outlat. No &.&. Senpled and analyzed by 

the State of Texas.

3&-3-1 Las Nutrias I.D., near Las Nutrias, N. Hex. (?6).

In SElA 390.36, T-3N., E.1B.; 1-3/4 niles southwest of Las Nutrias, 0.2 alls west of road, 

1/2 Bile east of Bio Orande, and 1-1/4 alias north of Bernards Bridge over Bio Grands. 

Sane Is d and analyzed by U.S.G.s. and the State of Texas. (9W.5).

23-3-1 San Franclsee B.S.D., near Abeyta, N. Hex. (946.2).

In SSlA sec.23, T.3N., E.1S., 6.7 miles abore outlet. No »ge. Saopled and analyzed by 

the State of Texas.

35-3-1 San Francisco B.S.D., near Plea oho, N. Ilex. (943.4).

In SW1/4 390.35, T.3N., E.1S., If.3 miles abore outlet and \/Z mils below Bernardo Lake. 

No gaga. Sanpled and analyzed by the State of Texas.

11-2-1 San Francisco H.S.D., near Bernardo, N. Ilex. (79).

At gaging station in NElA sec.11, T.2H., E.1S., at west and of Bernardo Bridge, 3 alias 

abore outlet. Zen of 9ge is 4715.30 ft. abore sea level. Sanpled and analyzed by 

U.S.G.S. and the State of Texas. (W.S).

(134)
p^gf

Vo »j> o

O1O O (MO O o oOJ o O O^>J~"3 IQ^OVJT *r o 

T T

a &

It fek kfc £fc f &

o o o o o o o

ro o ro t-* Q»\J\\J\ 

? 

£ 

vD \

<& S

ot Ofc-tq ^j on on oft. Sfc «!b 

o o o».olo o o ro o 

O O oa O O (U -P* -PXJi O V*O vji 

«L V

oi v

ro 
Middle Bio Qrenda Valley, New llezioo, Surface Waters - 20 -

(Conductance) 

____ Location and Description________________

Drains:

Helen Dirtsion: (Cont'd)

13-2-1 San Francisco H.S.D., near San Francisco, N. liex. (950.9).

In HKL^ sec.15, T.aH., H.1B., 1.7 miles above outlet end above entrance of Bernardo I.D. 

Sampled and analyzed by the State of Texas.

34-3-1 BernanJo Lake (gW.O).

In Sl/2 sec.34, T.3N., H.1E. Sampled and analyzed by the State of Texas.

34-3-1 Barnardo I.D., near Bernardo, N. Ilex. (7>f).

In KEl/t sec.34, T.3N., H.1E.; above late Just east of main highway and railroad, 1-3A 

miles, by highway, northeast of Bemardo, on east edge of village of Pica oho, about 1/2 

mile west of Rio Qrande, and 2 miles northwest of Bernardo Bridge, over RIO Grande. No 

gage. Sampled and analyzed by U.S.Q.S. and the State of Texas. (9^.0).

Bernardo Bernardo I.B.,D near Bernardo, Bernardo, N. ilex. (91-9.9).

At gaging station in NS1.A sec. 10, T.2H., fi.lS., 1.2 miles above outlet. Sampled and

analyzed by the State of Texas.

Socorro Division; 

2-1-1 San Acacia I.D., near San Acacia, N. Hex. (963.9).

In KBl/t- sec.2, T.1S., H.IK. No gage. Sampled and analyzed by the State of Texas.

San Acacia I.B., near San Acacia, N. Mex. (£3).

In S1/& sec.11, T.1S., H.1W.j above Alamlllo Acequia Wasteway, at bend of drain between 

highway and railroad, 1-1/2 miles south of San Acacia. No gage. Sampled and analyzed by 

U.S.G.S. and the State of Texas. (965.^).

San Acacia I.B., near San Acacia, N. Hex. (965.35).

Surface inflow from borrow pit along west side of Socorro Main Canal. In SEl/t- sec.11, T.1S.

H.1W. No gage. Sampled and analyzed by the State of Texas.

San Ace i I.D., near San Acacia, N. Max. (965.4).

At gaging station In SEl/l sec.11, T.1S., H.1W,, 0.5 mile above mouth. Sampled and

analyzed by the State of Texas.

Sen Acacia I.D., at mouth, near Sen Acacia, N. Hex. (965.7).

In Slfl/4 sec.12, T.1S., B.1W. At outlet of drain. No gag). Sampled and analyzed by the

State of Texas.

Cbamlsal I.D., at mouth, near San Acacia, N. Ifex. (34).

In Sl^ sec.2^, T.1S., H.1W.; west of Hio Grande, and 3-!^ miles south of San Acacia. No

gage. Sampled and analyzed by U.S.G.S. and the State of Texas. (967.6).

(136)
Middle Klo Grande Valley, New Mexico, Surface Haters 

(Conduetanee)

Date

2-20

2-20

9^0-35

W4J&31

ia-6-3!

2-*

2-20

3*7

6-25

7-10

7-23

2-20

3 7

4-10 

4-27

5-12

3-9

9-195!

12-6-3' 

12-26-35 2-4

2-1*

3-9

J-7

4-20

5-26

6-9

7-11

3-9

9-3

7-24

9-30

6-26

MH55

2-1*

4-7 

4-a> 5-26

7-24

7-27

8-3

a. H. Blsch. 

c.f.s.

7-53

5.0

5.0

5.0 

5.0

5.0

5.0

7.0

7.0

7.0

12.9

12.8

14.4 

19-3

18.2

4.0

4.0

5*3

5.5 

5.?9

5.40

5.00

5.50 

J.90

4.10

3-*

1.89

7.20

7.98

7.0

3.26

3-52 

3.74 

2.72

1.98

1.95

i.U

1.1*

Etio5 

oevc

,.,

72.0

235

232

254

5?247

242

235

234

228

227

234

197

19O

211 

169

1*0

291

319

311 

305

9302 302 306 301 291 305 197

10189.3

211

233

228

134

135 

132 

136

135

Co «7

91.5

Date 

W?6

10-19

7-5°

8-4

8-10 

8-17

£-24

£-31

9-4

9~£

9-14

9-21

5-29

6-15

7-24 

8-7

7-24

7-e6

8-24

8-31

93

9-14

9-21

6-26

10-19

8-12

10-19

8-10

1-31

&9-21 9-29

a. H.

9-30 1

Disci.

O.f.B.

5.0

14.6

10.4

9-7

10.1

3-s

4.o4

2.13

2.29

5.5*

6.89

1.1*

1.41

1^69 

1.5

1.78

. 

2.74

ErioS

02"5*C

70.5

224

223

§

22o 229 gig

222

231

224

200

230

235 

20g

300

331

35314

311

ioi

307 

310

305

93.0

92.1

233

305

90.6

139

92.2

99.6

139

i^' it o0

Date 

19^6

9-29

10-5

10-12 

10-19

10-2fa

11-2

11-9

11-16

11-23

12-1

8-21

Q-J).

9-is

10-2

9-29

9-30

10-5

10-12 

10-19

10-26

11-2

11-9

11-16 

11-23

12-1

7-24

9-3

10-5

10-12 

10-19 

10-2b 

11-2

11-16 

U-23

12-1

a. H.

12-1 |

Die eh. 

c.f.s.

10.4

10.1

10.3 

13-2

4.97

3-39

5-97

2.6 

2.32 

3.2 

3-29

3.86

__

02^*0

226

225 

229

223

229

227

229

229

229

217

210

208 

195

j

307

309 

299 

296 

303

307

304

306

307

306

89.4

23*

91*7

141

U8.7

102 

104

101

- | 142

In lex Ho.

15-2-1

34-3-1

3* -3-1

10-2-1

2-1-1

11-1-1

11-1-1

11-1-1

12--1-1

24-1-1

(157)
Kiddle Rio Grands Valley, New Ibxlco, Surface Waters - 21 -

(Conductance) 

_________Location and Description_________________

Drains;

Socorro Division: (Cont'd)

12-1-1 Lemitar H.S.D., near Chamlsal, N. Ilex. (965.7).

In SH/4- sec.12, T.lS., H.1W., above junction of San Acacia, I.D. and i.J Biles above outlet. 

No gage. Sampled and analyzed by the State of Texas.

25-1-1 Lamitar H.S.D., near Folvadera, N. Ifex. (g&.l).

In KE1/4 sec.25, T.lS., B.1W., 0.5 Mile below outlet of Obamisal I.D. end 5.6 miles above 

outlet. Ho gage. Sampled and analyzed by the State of Texas.

36-1-1 Lamitar H.S.D., above Lemitar Wasteway, near Lenitar, N. Ifex. ($5).

In SE1/4 sec.3b, T.lS., fl.lW.j on west side of Rio Grmde, 0.6 mile east of railroad, 1-1/t 

miles northeast of Lemitar, and 5-1/2 miles south of San Acacia, No gage. Sampled and 

analyzed by U.S.0.3.

lg-2-1 Lemitar B.S.D., near Pueblitos, N. Ifex. (971.9).

At gaging station in Hl/S sec.lg, T.2S., H.IK., 1.5 miles above outlet. Sampled and 

analyzed by the State of Texas.

35-1-1 Folvadera I.D., near Lemitar, N. Ifex. (969.0).

In NSl/t sec.35, T.lS., R.lW. No gage. Sampled and amlyzed by the State of Texas.

1-2-1 Folvadera I.D., near mouth, at Lemitar, N. Hex. U6).

In SKI/4 sec.l, T.23., R.lW.; at crossing of Socorro Ifeln Canal north, just east of railroad, 

1/2 mile west of Bio Grande, and 3/8 mile northeast of Lemitar. No gage. Sampled and 

analyzed by U.S.G.S. and the State of Texas. (970.3).

30-2-1 Socorro B.S.D., near Pueblitos, N. Hex. (97^.3).

In NWl/t sec.30, T.2S., R.1E., t miles above outlet. No gage. Sampled and analyzed by 

the State of Texas.

6-3-1 Socorro H.S.D., near Florida, N. Ilex. (976.!).

In HKL/t sec.6, T.3S., B.1E., 6 miles above outlet. No gage. Sailed and analyzed by the 

State of Texas.

7-3-1 Socorro R.S.D., near Socorro, N. Ifex. (977.6).

In Sl/fe sec.7, T.3S., R.IK., If.5 miles above outlet. No gaga. Sealed and analyzed by 

the State of Texas.

20-3-1 Sooorro R.3.D., near Socorro, H. Ilex. (it).

In Nffl/4 sec.20, T.3S., R.1B.; above Luis Lopez "0" I.D., on west side of Rio Grande, 

about 1/2 mile east of railroad, and 2 miles southeast of Socorro. No gage. Sampled and 

analyzed by U.S.G.S. and the State of Texas. (979.2).

(138)
Middle Rio Grande Valley, Hew Mexico, Surface Waters - 21 - 

(Conductance)

Bate

9*13 D-a-j

ing-?;

3-10

7-10

7-27 8-3

S-10 8-17

«-2*

8-31

12-36-5

2-3 

2-17

3-9

9-19-3

32-26-3: 2-3 2-17

*-20 

?-26

b-ii 6-26

7-2*

2-1*

2-1*

2-1*

9*335

3fr£t^5 11-29-3;

12*755

1-10 1-31

3-11 5-25

b-10 

6-30

7-17

a. H. Disch. 

a.f.e.

1.0

1.0

1.0

li.o

37.3

33^ *7.i

0.7

1.0

0.2

1.06

1.11

1.06 

2.01

2.07 

2.19 

2.09

2^9

2.03

*.o

11.0

15.0

17

3«

21

21

25

20

2*

23 

23 

31

5$

96.3

111

101

161

116

150

1**

1*0

l*£ 

1*7

1*4 *

139

1*0 1*1 125

19*

19*

19« 19* 193

s

iP199

19*

90.9

91.1

90.9

91.9 92.1 92.2 90.* 90.1 91.2 88.2

«!.*

77-5 

«0.7

85.6

Bate

12-6.35 3-9

9-*

9-17

9-21

10-5

10-12 

10-19

*-26

5-26 

b-ii 7-2*

6-26

7-27

«-io

S-12

8-2*

9-3 9-*

9-1*

9-21

9-5

7-29

8-3

S-10

t3l

4-31 9-*

9-1*1

9-21

a. H. ntsch. 

o.f.s.

1.0

1.0

50.9

a27.5

1.5

2.1

«._

2.0*

1.80

2.0 

2.04

1.9

10.0

S.O

^ o

10*

102

1*0

139

139

130 

132

12*

102 

111 

132

192

197

196

196

19S 

195

193 

195 

190

193

19*

86.5

81.5

^5*7

Sb.O

£6.5

S9.6

S&.2I

81.6

|:*

Bate 

1936

6-26

9-3

10-26

11-2

11-9

11-16

11-23 

12-1

«-12

9-3

10-1

9-30

10-1

10-5

10-12

10-19 

10-26

11-2 

11-16

11-23

12-1

10-5

10-12

10-ig

10-21

10-26

1 11-2

11-16 

11-23 

12-1

B. H. DlBOh. 

c.f.s.

29.8

lei.o

2*.3

26 .g 

37.9

1.59

1.1*8

1.58

=

1.58

1-5

23.0

^ 0

116

100

13*

136

133

131 

135

13« 131 130

196

193 192 190

193 ijo

19* ill

190

192

s>*

£4*3

S6.6

*3.7

sb.5

ib.l

216.0 S6.S

86.2

Index Ho.

12-1-1

25-1-1

36-1-1

l«-2-l

35-1-1

1-2-1

33-2-1

S-3-i

7-3-1

20-3-1

(139)
Middle 81o Oxande Valley, Hew IlerLoo, Surface Waters - 22 -

(Conduc tance) 

_________Location and Description_______________

Dralna;

Socorro Di vialon: (Cont'd)

29-3-1 Socorro H.S.D., near Socorro, H. Mex. (ggO.2}.

At gaging atatlon In Wl/2 aec.2% T.3S., H.1S., 1.4 milea above outlet. Sampled and 

analyzed by the State of Texaa.

25-2-1 Luia Lopez "C" I.D., near Florida, H. Ilex. (974.2) .

In HE1/4 sec.25, T.2S., R.1W., 500 ft. below head and 5.6 milea above outlet. Ho gage. 

Sampled and analyzed by the State of Texas.

36-2-1 Luia Lopez "0" I.D., near Florida, H. Hex. (975.!).

In NE1/4 see.36, T.2S., H.IW., 4.7 miles above outlet. Ho gage. Sampled and analyzed by 

the State of Texaa.

31-2-1 Luia Lopez "C" I.D., near Florida, H. Mex. (975.9).

In SEl/J aec.31, T.2S., R.1E., 3.9 miles above outlet. No 8»ge. Sampled and analyzed by 

the State of Teiaa.

7-3-1 Luia Lopez "C" I.D., above Sooorro, H. Mex. (977.0).

In NWl/t aec.7, 1.33., R.1S., above entrance of Lopezville Drain and 2.$ miles above outlet. 

Ho 9ge. SOB pled and analyzed by the State of Texaa.

7-3-1 Lula Lopez "C" I.D., at Sooorro, H. Mex. (977.6).

In SWl/l aec.7, T.3S., R.1S., 2.2 milea above outlet. No g»ge. Sampled and analyzed by 

the State of Texaa.

lg-3-1 Lula Lopez "C" I.D., near Cuba, H. Mex. (978.3).

In SWl/ty aec.13, T.3S., R.1E., 1 mile above nouth. No 8»ge. Sampled and analyzed by the 

State of Teiaa.

20-3-1 Luis Lopez "0" I.D., at nouth, near Sooorro, H. Mex. (89).

In NW1/4 aec.20, T.JS., R.13.; weat of Rio Grende, about 1/2 mile east of railroad, and 

2 milea aoutheaat of Sooorro. Zero of gage la 4573.24 ft. above aea level. Sampled and 

analyzed by U.S.G.S. and the State of Texaa.

31-3-1 Luia Lopez "B" I.D., at mouth, near Socorro, N. Ilex. (91).

In SElA aec.31, 1.33.. 8.1E.; weet of Rio Oroide, 1^ mile east of railroad, 4 mi lea 

aouth of Socorro, and b mi lea north of San Antonio. Zero of gage la 4j)6o. |U5 ft. above aea 

level. Sampled and analyzed by U.S.G.S. and the State of Teiaa. (9^1.4).

6-*l-l Luia Lopez "A" I.D., near Luis Lopez, N. Ilex. (^3-5).

In SW1/4 aee.S, 1.4s., R.1E., 4 mile a above outlet. Ho gage. Sampled and analyzed by 

the State of Texas.

29-4-1 Luia Lopez "AliI.D., near San Antonio, H. Ilex. (9^6.3).

In Wl/2 aec.29, T.4S., R.1E., 1 mile above mouth. Ho gage. Sampled and analyzed by the 

State of Teiaa.
Middle Bio Grand* Vallay, Hew Ifexieo, Surface Waters - 22 - 

(Conductance)

Date 

1936

*-22

2-1*

2-1*

7-1

9-5

2-1*

*w»2i iw-9-5

9*335 J2-7-3E

1-31

*-22 

6-10

7-13

7-27

7-29

9-203

02-7-35

1-31

2-1*

4-t 

*-22

5-27 

7-13

7-22

3-12

3-12

G. H.

2.1*

2.5*

much, 

c.f.s.

*2.«

**.5 61.7

0.5

«

7.0

10.0

12.9

12.0

12.0

12.0 

14.0 

14.0

Ijll 

16.4 

19.6 

12-5

lU.o

25.0

10.7

i.«*

2.32

3^23

3.0*

7.02

2.20

3.03

3.0

7.0

EtloS 

02'5'C

1*1.2

SO.O

«,.o

1*6.2

«1.2

67.?

69.6

64.7

70.5 

b6.2 

66.2

§A 

67.2 

73.2

75.*

*2.0

75.5

59.9

5f.9 5*.o 

56.7

®

55)5

55.7 56.0

50.4

bO.2

67.3

129

Date

6-30

n

7-1

5-29

6-30

«-3

«-10

9-2 

9-1*

9-21 9-29

j-30

6-14

6-17 

6-24

6-y.

9-1

9-1* 9-21

G. H.

2.1)0 

2.65 

2.60 

2 .40

2.*0

2.00 

1.90

2.00

2.*0

1.40

2.40 

1.50

1.40 

2.40

2.*5

2.40

2.50 

2.50

Dlsch. 

c.f.s.

59-6

23.0 

57.0

*.o

16.0

11.0

11.0

iu.o iu.o 

16.0 13.0 22.3

11.0

10.0 23.0

l.U1.8

1.3 

1-3

1*5

1.9 

1.6

Eno5

S1.2

79.0 

91.9

.3.7

6K.6

62.0

10I* 

«7lo

«3.« 

96.6

K1*2.0

75-7

65.*

10«*

59.0

57-7 59^

5«.2 59.1

n

Date 

1936

9-2

10-1

*-l*

10-21

10-1

10-5

10-12 

10-19

10-26 

11-2

11-16

11-23

12-1

9-30

10-2

10-5

10-12

10-19 

10-26

11-2

11-16

11-23 

12-1

G. H.

2.50 

2.90 

2.40

2.20 

2.10 

2.20 

2.00

2.20

2.10

2.75

2.70 

2.70

2.70 

2.70

2.1*0

2.SO 

2.70

2.70

2-75

Disoh. 

c.f.s.

37.7

35

10.0

14.0

""T 

23.0 17.0 16.0 15.0

lU.o

1*.0

14.0

7.*

2.60 

2.83

2.&0

3.6*

_

3.10 

3.60

«2«i*0

97-7

«3-5

77-*

76.5

m 72.* 71.3 71.5 71.3

57.0 57.0

5|.7

5&!o

56^

56.0

56:!

Index Ho.

29-3-1

25-2-1

36-2-1

31-2-1

7-3-1

7-3-1

i*-3-i

20-3-1

31-3-1

«-4-i

29-4-1

(lUl)
Middle Bio Grande Valley, Hew Mexico, Surface Waters - 23 -

{Conductance) 

___ Location and Description ________________

Drains:

Soeorro Division: (Cont'd)

Luls Lopez "A" I.D., at mouth, near San Antonio, B. Hex. (94).

In NEl/4 sec.32, T.48., B.IE.; at crossing of Soeorro Main Canal South, 1/4 mile west of 

Bio Grande, 3/4 mile east of main highway, and 3/4 mile northeast of San Antonio. Zero 

of cage la 4536.36 ft. abore sea level. Sagpled and analyzed by U.S.G.S. and the 

State of Texas. (<&' '

San Antonio B.S.D., near Luls Lopez, N. Max.

In 81/2 sec.g, T.4S., B.IE., 10.2 miles abore outlet. Bo gage. Sampled and analyzed by

the State of Texas.

Sea Antonio 2.S.O., at San Antonio, B. Mex. (93).

In NE1/4 sec.72, T.4s., B.IE.; abore lals Lopez "A", 1.3., west of Bio Qrande, about 3/4 

mile upstream from San Antonio Highway Bridge, and 3/4 mile northeast of San Antonio. 

Bo gage. Sampled and analyzed by U.3.G.S.

32-4-1 San Antonio B.S.D., near San Antonio, B. Hex. (967.9).

At gaging station In SE1/4 sec.32, T.4s., B.IE., 5.7 milaa above outlet. Saopled and 

analyzed by the State of Texas.

28-5-1 Sea Antonio R.S.D., near San Antonio, N. Mex. (992.3).

In NW1/4 sec.2g, T.^S., B.IE., 1 mile above outlet. Ho gage. Sgppled and analyzed by 

the State of Texas.

g-5-1 Elmendorf I.D., near San Antonio, N. Mei. (929.0).

Near »l/4 cor. aec.g, T.JS., B.IE., 1.9 miles above mouth. Bo gage. Sampled and analyzed 

by the State of Texas.

20-5-1 Elmendorf I.D., at mouth, near San Antonio, N. Mex. (95).

In NEl/t sec.20, T.JS., B.IE.; weet of Bio Grande, 1 mile east of main highway and railroad, 

and 3-1/2 miles south of San Antonio. Zero of gage is 4519.32 ft. above aea level. 

Sampled and analyzed by U.S.O.S. and tbe State of Texas. (990.9).

(142)
Middle Bio Granle Valley, New Mexico, Surface Vaters - 23 - 

(Conduc tance)

rate

9*055

30-L6-35

11-^-^

12-5-35

12-2735

2-1

2-19

*"9

It 2^

5-23

b-13

7-ii

3-12

7-11

7-23

3 11

3-13

3-25

9-1

9-eo3>

iMf$-y

u-s-y

12-5-35 

12-273

 N9

25P ^

2-1

2-19

1 9

H-23

7-1*

3-1*

0. H.

1.70

i:|

i**5

Dlsch. 

c.f.s.

7.33

3.29

9-35

10.1

10.3

10.5

10.1

11.7

12.4

11.5

11.0

16.0

32.0

31.0

23.0

30.0 

32.0

71.9

0.7

0.7

0.7 

0.7

1.5*

1.49

3.55

6.03

4.50

2.10

4.50

KrloS 

025*0

279

2W

265

25*

262

263

23*

253

269

267 o

7*.9

lA

1%

99 ^

36.*5

35.4*

173

161

159

157

120

135

i*

125

U5

112

116

121

105

Date 

1936

7-22

7 23

34

3-11

3-15

3-13

3-25

9-1

9-3

9-15

9-22

 )-*

9-15

9-22

9 29

10-6

10-13

10-20

2-1

2-19

*"9

5-23

7-22

2-1

*-23

3-25

9-1

9^1

9-15

9-22

10-6

G. H.

1.30

1.30

1.90

1.90

1.30

1.70

1.90

2.10

1.50

1.50

1.50

1.30

1.60 1.60 1.70 1.70

Dlaoh. 

c.f.s.

11.5

7.2

7-3

9.0

7.0

7-2

7-3

7.4

7-5*

9-7

9.4

33.3

33.*

33.0

39*1

*7-7

0.7 

0.7

0.7

g.j

~

025*0

193

236

277

236

253

217

215

225

29* 23*

201

*-'f

39.3

39.5

39.7

92.1

156

156

150

151

152

1*

121

117

93.5

103

103

13?

106

102 

H.2

rate 

1936

9-29

10-2

10-6

10-13

10-20

10-27 11-3

11-10

11-16

11-23

12-1

10-27 11-3

11-10

11-16

11-23

12-1

6-13

7-22

8-15

9-1

10-2

5-23 6-13

9-1

10-13

10-20

10-27 11-3

11-10 11-16 

11-23

12-1

G. H.

1.90

1.90

1.90

1.90

2.00

1.90

1.95

1.95

1.90

2.00

1.65 1.70

1.30

1.90

1.90

1.30 

1.90

Pis oh. 

c.f.s.

6.21

e.i

8.4

9-2

10.0

9.7

11.0

9.7

10.0

32.6

15.0

22.0

21.3

29-3

0.7

0.7

0.7

1.8

3.2

2.6 

2.2

025*0

237

290

256

275

235

231

231

277

27*

93-1

93*9

q*

9*.*

15*

137

ifeo

157

123

123

110

120

131

131

109

123 

123 

127

Index Ho.

324-1

34-1

324-1

324-1

23-5-1

3-5-1

20-5-1

 Detailed analyses 

82343 O 38 10

(1U3)
Middle Bio Grande Valley, Haw Mexico, Subsoil Waters

(Conductance) 

________Location and Description_____________

Observation Wells'

Note: The well lines are designated to correspond to the mileage on the Atchison, 

Tokepa and Santa Te Railway, as marked by Bile posts, at the points where 

the lines cross the railroad or, in case the line of wells does not extend 

to the railroad, at the point where this line would cross if extended. The 

wells in each line are numbered consecutively beginning at the river; the 

designation "B1 or "W" after the well number indicates that the well numbering begins at the east or the west bank of the river. Wells extend throughout the width of the valley bottom on all lines. The designations in 

parentheses are those given by the Middle Rio Grande Conservancy District 

and correspond to the numbers used in the field during this inveetigation. 

The datum used for elevations of the reference points and ground surface at 

the wells is that established by the Middle Bio Grande Conservancy District. 

The index number indicates the section in which the line cf wells intersects 

the river channel.

2-13-4 Line 879.8 (Algodones Line No. 17).

Line runs northwesterly through Bile post 879.8 to Rio Grande.

Well No.: IB (17-1) Blevation, B. P.: 5084.18 Blevation, Ground Surface: 508U.O

2 B (17-2) 5083.46 5083.1

3 B (17-3) 5085.71 5085.2 

I* S (17-4) 5091.12 5091.1

30-13-4 Line 884.S (Beroalillo Line No. 13).

From Bile post 884. S line runs northwest for 0.5 nile thance eouthweet on 0. S. Highway

66 for 500 feet thence northwest on Polecia canyon road to Rio Grande.

Well No.: 1 Z (13-1) Blevation, B. P.: 5052.12 Blevation, Ground Surface: 5052.1

2 B (13-2) 5051.45 5051.2

3 B (13-3) 5051.37 5051.2

4 B (13-4) 5051.09 5050.9

5 B (13-5) 505*.65 5054.6

6 Z (13-6) 5059.60 5059.0

7 Z (13-7) 5061.04 5060.3

8 B (13-8) 5067.75 5067.3

1-12-3 LinB 886.9 (Eernalillo Line No. 12).

Mile poet 886.9 thence northwesterly to Bio Grands.

Well No.: IB (12-1) Blevation, R. P.: 5040.09 Blevation, Ground Surface: 5039.9

2 B (12-2) 5038.41 5038.4

3 B (12-3) 5040.02 5040.0

1* B (12-4) 5039.44 5038.8

5 « (12-5) 5038.72 5038.7

6 B (12-6) 5041.84 5040.9

7 Z (12-7) 5040.70 5040.3

8 Z (12-8) 5042.45 5042.1*

14-12-3 Line 889.6 (Bernallllo Line No. 10).

Mile post 889.6 thence northwesterly to Rio Grade.

Well No.: IB (10-1) Blevation, B. P.: 5021.25 Elevation, Ground Surface: 5021.0

2 B (10-2) 5021.685021.4

3 B (10-3) 5022.01 5020.8

4 B (10-4) 5025.19 5025.1

26-12-3 Line 890.8 (Corralee Line No. 9).

From a point on the west bank of the Rio Grande due west of mile post 890.8 line runs in

a northwesterly direotion to sand hills.

Well No.: 1 W (9-1) Blevation, B. P.: 5018.79 Zlevation, Ground Surface: 5018.4

2 W (9-2) 5018.30 5018.2

3 W (9-3) 5018.27 5018.2

4 W (9-4) 5018.28 5018.2

5 » (9-5) 5018.6U 5018.4

6 W (9-6) 5017.11 5016.8

7 * (9-7) 5018.98 5018.8

(144)
Middle Bio Grande Valley, New Mexico, Subsoil Waters 

(Conductance)

Well No.

1 S (17-1)

2 1 (17-2)

3 « (17-3) 

4 x (17-4)

l X (13-1)

2 B (13-2)

2583!

5 B (13-5) 

6 X (13-6)

7 B (13-7)

S B (13-8)

1 1 (12-1)

2 B (12-2)

3 « (1S-3)

4 S (12-4)

5 I (12-5)

6 11 (12-6)

7 « (12-7)

S I! (12-8)

1 I (10-1)

2 S (10-2)

3 I (10-3)

4 I! (10-4)

1 (9-D

2 (9-2)

3 (9-3)

U (9-4)

5 (9-5)

6 (9-6)

7 (9-7)

Date

19^6

8-25

8-25

8-25 

8-25

8-20

8-20

8-20 

8-20

8-20 

8-20

8-20

8-20

8-24

8-24

8-24

8-24

8-24

8-24

8-24

8-24

8-24

11-11 

8-24

8-24

8-26

8-26

8-26

8-26

8-26

8-26

8-26

8-26

ElOT.

w. s.

5081.01

5081.25

5080.99 

5085.33

5046.71

5046.80

5047.23 

5049.11

5050.50 

5052.43

5054.50

5053.17

5033.79

5033.79

5034.08

503>*. 71

503U.03

5033.^3

5034.33

5037.30

5019.04

5019.* 

tjOlS.US

5018.87

5018.60

5015.59

5014.20

5014.33

5014.28

5014.80

50l4. ^8 5013.15

KxL05

925°C

l4l

79.6

48.1

88.6

191 139

128

213 

61.2

227

117

118

170

220

105

86.6

84.7

68.4

70.6

170

126

5^.9

117

105

122

124

48.8

Date

19^6

10-13

10-13

10-13 

10-13

10-14

10-14

10-14 

10-14

10-14 

10-14

10-14

10-14

9-10

10-12

10-12

10-12

10-12

10-12

10-12

10-12

8-26

10-12

10-12

10-12

10-14

10-14

10-14

10-14

10-14

10-14

10-14

Elev.

W. B.

5080.94

5081.02

5080.65 

5084.47

50U7.U5

5046.10

5046.41 

5047.36

5048.72 

5050.66

505L76

5052.06

5033.84

5033.66

5033.88

503^.58

5033-87

5033.25

5034.18

5037.02

5013.49

5018.82

5018.96

5018.64

5016.48

5014.39

5014.26

5013.89

5014.48

5013.70

5012.70

Kxlo5

925° C

114

78.9 

80.0

227

121

111 

138

259 

99.2 1070 365

91.2

115

103

236

170

92.7

96.0

62.3

51.0

170

156

105

294

68.9

167

105

107

186

89.4

Date

19^6

11-12

11-12

11-12 

11-12

11-11

11-11

11-11 

11-11

11-11 

11-11

11-11

11-11

10-12

11-11

11-11

11-11

11-11

11-11

11-11

11-11

9-10

11-11

11-11

11-11

11-12

11-12

11-12

11-12

11-12

11-12

11-12

Blev.

w. a.

5080.80

5081.04

5080.67 

5083.75

5046.60

50U7.13

50U6.51 

5047.25

5048.56 

5050.14

5050.77

Well d

5034.29

5033-98

503^17

5031*. 53

5033.88

5033.20

503^.27

5037.07

5019.11

5019.11

5014.14

5017.42

5016. 4o

5014.73

5014.47

5013.91

5014.15

5014.05

5012.86

KxlO'

92"5°C

157

101

77.3 

71.1

75.*

Ill

90.0 

137

114 

80.8

1275

y.

90.9

126

99.8

156

98.5

102

71.6

U7.1

102

187

115

174

61.7

164

101

114

207

269

Date

19^6

11-11

10-12

Elev.

W. B.

5033.93

5019.31

Kxl05

925*0

83.6

50.8

8-13-4

3S-13-4

1-12-5

lU-12-3

26-12-3

(145)
Kiddle Bio Grande Valley, Hen Mexico.Subsoil Watere - 2 - 

__________Location and Description_______________

Observation Wells (Cont'd):

35-12-3 Line 892.5 (Corralee Lines HOE. SA and 8).

From east edge of valley line rone northweeterly crossing Bernalillo-Sandoval County 

lines and railroad at mile post 892.5 continuing to Bio Grande. Line crosses river 

and continues northweeterly through the town of Corralee to eand hills. 

Well Ho.: IE (SA-2) Elevation, B. P.: 5007.79 Elevation. Ground Surface: 5007.2 

2 E (SA-3) . 5007.74 5007.6

1 W (8-1) 5010.29 5010.2

2 W'(S-2) 5008.96 5008.9

3 W (8-3) 5006.84 5006.7

4 W (8-4) 5005.82 5004.8

5 » (8-5) 5006.37 5005.9

6 w (8-6) 5011.86 5011.1

7 » (S-7) 5009.11 5008.3

5-11-3 Line 894.4 (Albuquerque Line Ho. 6).

Wile poet 894.4 thence northweet to U. S. Highway 66, south 0.5 mile to the town of 

Alameda, thence northwesterly along Corrales road to Bio Grande. Cross river and continue in a northerly direction 1500 feet. Wells IE, 31, 51, and 6 S are drive points 

penetrating 15 feet below the water table. 

Well Ho.: 1 E (150 W) Elevation, R. P.: 4992.94 Elevation, Ground Surface: 4992-9

2 E (6-20) 4994.82 t994.3

3 E (50 W) 4999.21 4999.0

4 E (6-2D) 499^.52 t99^.3

5 B (75 B) >*993.99 4993-6

6 E (175 E) 4993."»! *993.>>

7 B (6-3) 4993.0U 4993.0

8 E (6-4) 4994.a 4994.2

9 E (6-5) 4993.39 "»993-5

10 B (6-5A) 4995."»2 4994.9

11 E (6-5C)In Albuquerque Main 4997.51 Canal 

Albuquerque Main Canal at Well 11 B

12 E (6-5B) 4994.30 *993-3

13 H (6-6) 4991*.!; 493*.!

14 E (6-7) 4995.27 >»995.2

15 H (6-8) >»997.70 4997-^

16 E (6-9) 4997.65 4996.6

17 E (6-10) 4998.21 ^998.5

18 E (6-11) 4999.72 4999.5

19 E (6-12) 5006.82 5004.5

1 w (6-ZB) 4995.29 >»995.2

2 w (6-2A) "»995.55 4995.2

3 » (6-2) 4995.04 4994.8 

>* » (6-1) 4997-75 "1997.3 

(6-W Domestic well, Jaclc Means, 34 feet deep, in corral 

(6-HB) Domestic well, Jaclc Means, 32 feet deep, north of house. 

(6-4C) Domestic well, J. H. Lane, 36 feet deep, west of house. 

(6-4D) Domestic well, J. H. Lane, 35 feet deep, in house.

36-11-2 Line 898.5 (Albuquerque Line Ho. 4).

Mile post 898.5 thence northwesterly along a road for 1.5 miles, then continuing aeroes

country in the tame direction to the Bio Grande.

Well Ho.: 1 B (4-1) Elevation, R. P.: 4974.68 Elevation, Ground Surface: 4974.6

2 E (4-2) ^973.26 4972.0

3 E (4-3) ^973-19 >*973.0

4 E (4-4) 4974.95 4974.6

5 E (4-5) 4970.48 4970.1

6 E (4-6) 4973.84 4973.?

7 E (4-7) 4974.38 >»974.3

8 E (4-8) 4971.78 ^971.3

9"E (4-9) 4974.34 4974.3

10 E (4-10) 4974.54 4974.2

(146)
Middle Bio Grande Valley, New Meiico, Subsoil Waters- 2 - 

'(Conductance)

Well No.

1 E (8A-2)

2 E (8A-3)

1 W (8-1)

2 W (3-2)

3 " («-3>

4 W (84)

5 w (8-5)

6 w (3-6)

7 w (8-7)

i E ( 150 w)

2 E (6-20)

3 E (50 w)

4 E (6-2D)

5 E (75 E)

6 E (175 E)

7 E (6-3) 

8 E (6-4)

9 E (6-5)

10 E (6-5A)

11 E (6-50)

Canal

12 E (6-58)

13 E (6-6)

14 E (6-7)

15 E (6-3)

16 E (6-9)

17 E (6-10) 

18 E (6-11)

19 E (6-12)

1 W (6-2B)

2 W (6-2A)

3 w (6-2) 5 w (6-1)

It-'lA)

(6-'lB)

(6-40) (&-HD)

1 E (4-1)

2 E (4-2)

3 E (4-31

4 E (4-4)

5 E (4-5)

6 E (4-6)

7 E (4-7) 

8 E (4-8) 

9 E (4-9) 

10 E (4-10)

Date

8-22

8-22

8-26

3-26

8-26

8-26

8-25

8-31

3-25

8-26

7-25

11-10

3-22

7-25 

11-10

8-22

3-22 

7-24

7-24

10-30 7-25

11-10

7-24

11-10

10-10

11-10

10-10

7-24

10-30

3-22

8-22

3-22

3-24

8-31 

8-26 

8-22

8-22

7-25

11-10

8-22

3-22

7-24

7-24

10-30

10-30

8-21

8-21

8-21 

8-21

8-21

8-21

8-25 

8-22 

3-21 

8-21

Elev. IEX103 

w. s. 02^°0

5005.70

5005.34

5003.79

5002.05

5002.34

- -

5001.;i

5001.56

4990.24

4990.39

4991.97

4990.74

4990.05 

4939.77

4939.7&

4990.50 

4990.03 

4990.12

4939.41

4991.47

4990.86

4992.17

4991.11

4992.99

- _

. _

4991.35

4991.40

4992.69

4992.24

4992.85

4994.5&

4994.51 

4993.68

4995-1*5

4993-06

4991.64

4992.91

4992.92

4992.16

- -

- -

_ _

- -

4970.95

4968.49 4963.11 4966.66

4965.82

4969.39

4969 .40 

4969.88 

4968.70

4970.71

93.7

95-5

49-5

69.1

73-i

170

139

73.8

73-5

49.9

102

309

53-5

iS57.4

132

328

515

120

95-p

57.4

46.7

39-0

4i.8

151

112

232

187

77.3

522

105

S98.7 74.2 77.1

68.0

f

.8

.5

.0

79 2

b5\2

112

137

163 

94.6

287

202

149 

162

124 

246

Date

10-12

10-12

10-15

10-15

10-15

10-15

10-14

10-14

10-14

10-14

8-7

10-10 a-7

10-10

10-10

8-7 

8-7

11-10 8-7

8-7

10-30

10-30

3-7

11-10

10-10

10-10

10-10

10-12

10-12 

10-12 

10-12

10-10

8-7

10-10

10-10 10-30 10-30

11-10

11-10

10-9

10-9

10-9 

10-9

10-9

10-9

10-9 

10-9 

10-9 

10-9

Elev. 

w. s.

5005.58 5005.09

5005.86 5003.75

5002.72

5001.23

5001.01 5001.25

5000.43

4990.63 4991.29

4939.75

4990.66

4933.95 4990.33 4990.51

4990.67 4939.55 4991.05

4991.47

4992.08

- -

4991.69 4991.32

4992.22 4992.02 4994.51 4994.75 4993.72 4994.41 4994.93

4992.18 4992.36

4992.29 4992.16

- -

- -

_ _

- -

4970.06

4968 .85

4968 .46 

4966.30

^965 -53

4969.03

4969.19 

4969.31 

49^.71

4970.14

Krl03

120

l£0

94.8

53-0

3&-7

io4

150

bo .3

63.2

33.9 105

45.9 174

51.5

150

480

463

107

5^.6

39-0

38.5

116

110

281

175

20.5

380

131 

88.0 

185

100

36.4

106

69.9

51-9

71.3

£0.3

65-5

103

143

26.9 

77-b

110

152

96.2 

141 

102 

269

i

Date 

1936

11-10

11-10

11-13

11-13

11-13

11-13

11-13

11-13

11-13

11-10

3-22

11-10

3-22

11-10

11-10 

3-22 

3-22

3-22

3-22

10-30

11-3

8-22

11-10

11-10

11-10

11-10

11-10 

11-10 

11-10

11-10

3-22

11-10

11-10

11-10

11-10

11-14

12-14

11-9

11-9

n-9 11-9

11-9

11-9 u-9 

11-9 11-9

Elev.

W. 8.

5004.87

500H.90 5006.10

5003.33

5002.92 5001.^3 5001.31

5000.27

5000 .87

4990.42

4991.94

4933.55

4990.80

4988 .84

4990.45 

4990.38 

4939.82

4990.70

4991.22

4992.05

- -

4991.52

4992.38

4991.17

4992.09

4994.72

4993.78 

4994.22 

49§4.39

4992.82

4993.14

4992.78

4992.25

- -

- -

_ _

- -

4969.61

4969 .30

4971.08 

4966.19

4965.02

4961.36

4969.50 

4969.27 

4968.1*8 

4969.55

Sfc

133

6

8

12-3

434

70.8

75-9

51.2

79-7

46.3

166

43.7

73-o

122

54.3

4i.8

33.4

144

172

185

110

339

122

74.0 

201

78.2

87.6

63. 5

5^-3

59-5

73-f

75 "*

65.1

56.3

222

39-3 92.7

135

132

112 I'9

Date 

1936

10-10

10-10

10-10 

10-10

10-10

10-10

n-3

11-10

10-10

10-10

12-14

12-14

Elev.

W. 8.

4993.44

4939.91

4989.79 

4939.25

4990.62

4990-93

- -

- -

4992.30

- -

- -

mo-'

300

126

%

73.3

51.6

43.1

39-o

105

70.2

96.9

63.6

35-12-3

3&--11-2

(147)
Middle Eio Grande Valley, Hew Mexico, Subsoil Waters - 3 -

(Conductance)

pde* ** 

12-10-2

30-10-3

6-9-3

13-9-2

Observation Well« (Oont'd):

Line 900.4 (Albuquerque Line Ho. 2).

Mile post 900.4 thence west along road

west across country to Bio Grande.

Well So.: 1 (2-2) Elevation, B. P.

2 (2-3)

3 (2-4)

4 (2-5)

5 (2-6)

6 (3-7)

7 (2-8)

S (2-9)

9 (2-10)

10 (2-11)

11 (2-12)

12 (2-13)

Line 903.2 (Isleta-Atriseo Line Ho. 6).

Beginning at the west end of the Barela

post 903.2, line continues southwest on

Well Ho.: 1 W (6-10) Elevation, B. P.

2 W (6-9)

3 W (6-8)

4 w (6-7)

5 W (6-6)

6 w (6-5)

7 » (6-4)

g W (6-3)

9 W (6-2)

10 W (6-1)

Line 905.3. (Earr Line Ho. E8).

Beginning at a point on the east bank o:

905.3 and continues east to limits of V,

Well Ho.: IE (ES-l) Elevation, B. P.

2 E (Eg-2)

3 E (ES-3)

4 E (ES-4)

5 E (ES-5)

6 E (ES-6)

7 B (ES-7)

Line 907.3 (Isleta-Atrlsco Line Ho. 4).

Beginning at a point on the west bank o:

westerly on road to sand hills.

Well Ho. 1 W (4-11) Elevation, E. P.

2 W (4-10)

3 W (4-9)

4 W (4-g)

5 W (4-7)

6 W (4-6)

7 » Ct-5)

g w (4-4x)

9 W (4-3)

10 W (4-JA)

11 w (4-ai)

for 2.5 Hile

: 4958.89

4957.70

4959.67

4960.35

4960.33

4961. 5"*

4961.12

4961.70

4962.46

4963.58

4963.26

4963.98

o bridge ove

Five Points

: 4941.96

4943.50

4943.65

4941.08

4938. Pj

4938)26

4939-37

4938.71

4939.H8

f the Bio Gr

alley.

: 4933.79

4931.67

4932.29

4931.90

4934.79

4935.54

4933-21

f Bio Grande

: 4920.57

4919.95

4920.27

4919.68

4919.57

4920.78

4921.gO

4921.29

4920.92

4920.66

4921.36

s, through the town of Duranes, thence

Elevation, Ground Surface: 4958.8

"957.6

4959.3

4960.3

4960.3

4961.2

4960.8

4961.3

4962.0

4962.3

4963.0

4962.'

r the Bio Orande anl due west of mile

road to sand hills.

Elevation, Ground Surface: 4941.9

4943.5

4943.5

4940.9

4938.0

4938.8

4938.2

4939.0

4938.7

4939.1*

ande, line runs east through mile post

Elevation, Ground Surface: 4932. S

4931.6

4931.4

4931.7

4934.7

4934.9

4933- 8

due west of mile post 907.3 line runs

Elevation, Ground Surface: 4920.4

4919.9

4920.2

4919.6

4919.5

4920.6

4921.6

4919.S

4920.8

4920.5

4921.3

(148)
Middle Eio Grande Valley, New Mexico, Subsoil Waters - 3 - 

(Conductance)

Well Ho.

1 (2-2)

2 (2-3)

3 (2-1)

5 (2-5)

5 (2-6)

6 (2-7)

7 (2-s)

8 (2-9)

9 (2-10)

10 (2-11)

11 (2-12)

12 (2-13)

1 1 (6-10)

2 1 (6-9)

3 w (6-s)

in (6-7)

5 W (6-6) 

6 1 (6-5)

7 » (6-1*)

8 1 (6-3)

9 1 (6-2)

10 1 (6-1)

1 B (JS-1)

2 B (98-2)

3 I (BS-3)

1 B (JS-1)

5 * (IS-5)

6 B (SS-6)

7 B (18-7)

1 1 (It- 11)

2 » (It- 10)

3 » (1-9)

it w (it-8)

5 » Ct-7)

6 w (1-6)

7 w (1-5)

8 W (l*-lA)

9 w (1-3)

10 W (l*-3»)

11 » 0*-2A)

Bate 

1936

S-21

S-21

8-21

S-21

S-21

S-21

8-21

g-21

S-21

8-21

S-21

8-21

S-27

7-25

8-27

S-27

8-27 

8-27

S-27

S-27

S-27

S-27

8-31

S-31

8-31

S-31

8-31

8-31

9-10

S-28

8-28

S-28

S-28

S-28

S-27

10-16

S-28

S-27

S-27

S-27

Slav.

1955.52

1953.10

1955.26

1951.62

1951.90

1951.12

1951-39

1955.11

1957.79

1956.61

1957.31

1957.91

1939. ll

1939.73

1939.17

1938.06

1931.68 

193>*.26

1933.50

1933.92

1931.53

1935- 96

1927.57

1925.91

1929.08

1930.00

1930.39

1930.96

1930.12

1916.88

1916.17

1917.22

1916.26

1916.61

1918.17

1915.12

191^.91

1913.57

1912.27

1911.76

Kil05~ 

«2"5eC

85.8

72.5

191

159

83.6 191 111

91.1

120

206

76.7

ll9

66.7

133

93.8

97.1

99.5 

127

159

7L7

126

61.6

73.5

101

85.6

107

88.8

93-9

108

11.6

273

223

196

59.9

sU.o

110

Il2

216

317

172

Bate 

19-56

10-8

10-8

10-8

10-9

10-8

10-9

10-8

10-8

10-8

10-8

19-9

10-9

10-15

S-27

10-15

10-16

10-15 

10-15

10-16

10-15

10-15

10-15

10-21

10-21

10-21

10-21

10-21

10-21

10-21

10-16

10-16

10-16

10-16

10-16

10-16

11- ll

10-16

10-16

10-16

10-16

Slav.

W. 8.

1955-16

1951.16

1951.75

1951.51

I95l.l3

1953.62

1951.77

1951. 21

1955.69

1955.62

1960.91

1957-11

1938.95

1939.88

1939-01

1936.95

1933.51 

1933-&6

1932.52

1933.23

I933.1i

1931.66

1927.51

1926.01

1927.12

1927.79

1929.75

1930.07

1931.21

1*916. 80

1916.55

1916.73

1915.71

1*916.83

lgil.87

- -

1913.38

1912.03

1911.70

KzlOS 

®2>> eC

77-0 111

165

207

71.8

213

168

129

110

202

115

155

80.7

11*2

178

90.7

61.0 

ill*

203

75.1

109

68.1

89.0

82.2

80.8

lW*

87.9

127

37.1

17.3

116

202

191

62.2

9L5

100

110

206

171

101

Bate 

19^6

n-7

n-7

11-7

n-7

11-7

11-7

11-7

11-7

11-7

11-7

n-7

11-7

11-13

10-15

11-13

11-13

11-13 

11-13

11-13

11-13

11-13

11-13

11-18

11-18

11-18

11-18

11-18

11-17

11-17

ll-li*

ll-ll

ll-li

U-ll

ll-li

ll-li

ll-li

ll-li

ll-li

ll-li*

Blev.

W. B.

1955.31

1951.29

1951.86

1951.16

1951.05

1953-70

1953.65

1951.38

1956.1s

1955.91

1956.52

1957.13

1938.89

1939.63

1938.63

1937-00

1912.75 

1933.11

1932.19

1933.23

1933.53

193*.30

1927.92

1926.16

1927.11

1928.07

1929.47

1929.91

1928.62

1916.87

1916.59

1916.99

1915.72

1915.18

1916.06

1913.77

1913.38

Igil. £9

1911.51

Kxl05 

@2W

57-3

581

102

168

77.6

187

178

121

77.8

218

112

111

73-5

170

78.5

81.1

71-7

157

171

80.5

129

62.3

92.1

89.2

75.7

168

92.1

125

103

15 .1

172

201

211

58.2

89.0

108

156

179

102

Date 

19 36

11-13

Slev.

W. 8.

1939.58

Kxl05 

«2"i0C

176

30-10-3

13-9-2

(119)
Middle Bio Grande Valley, New Mexico, Subsoil »aterg- 4 -

(Conductance) 

___________Location and Description____________

13-9-2

Observation Wella (Cpnt'd);

Line 908.1 (Barr Line Ho. 5).

Mile poet 908.1 thence west on road to Bio Orands.

Well No.: IE (E5-1) Elevation, B. P.: 4917.JO

2 E (E5-2) 4915.60

3 E (E5-3) 4916.30

4 E (B5-4) »»917.15

5 1 (15-5) "*917.Q5

6 E (E5-6) >«17.i9

7 B (E5-7) 4917.61

8 E (B5-S) 4922.10

Elevation, Ground Surface: ^917.3 

t915.5

.

4917.0 

^917.1 

4917.3 

4922.1

36-9-2 Line 911.2 (Barr Line 12 and Isleta-Atrisco Line No. 2)

Mile post 911.2 thence west along tonnehip line crossing Rio Grande and continuing west

on road through the town of LOB Padillas to Band hills.

Well No.: IE (E2-1) Elevation, R. P.: 4902.63 Elevation, Sround Surface: 4902.6 

2 E (E2-2) 4901.96 4901.9 

(E2-3) 4902.02 4902.0 

(E2-4) 4901.XO 4901.1 

(E2-5) 4901.19 4900.S

6 (E2-6) 

(12-7) 

(B2-8) 

(E2-9)

(2-10)

(2-9)

(2-8)

(2-7)

(2-6)

(2-5)

(2-4)

(2-3)

(2-2)

4901.39

4901.89

4900.98

4900.46

4902.05

4900.99

4901.47

4899.34

4897.98

4901.15

4900.51

4900.32

4901.54

4901.0

4901.6

4900.8

4900.3

4902.0

4900.9

4901.2

4899.1

4897.9

4901.1

4900.2

4900.3

4901.5

(150)
Middle Bio Grande Valley. Hew Mexico 

(Conductance)

Subsoil Waters - M- -

Fell He..

1 S (S5-1)

2 E (E5-2)

3 B (15-3)

5 s (15-10

5 * (S5-5)

6 B (Bg-6)

7 » (B5-7)

g B (B5-g)

1 B (E2-1)

2 2 (B2-2)

3 B (E2-3)

U S (E2-4)

5 B (S2-5)

6 11 (B2-6)

7 B (E2-7)

g B (S2-g)

9 B (B2-9)

1 W (2-10)

2 W (2-9)

3 * (2-8)

U « (2-7)

5 » (2-6)

6 w (2-5)

7 » (2-4)

8 W (2-3)

9 W (2-2)

Date 

l<n6

8-29

8-29

8-29

8-29

8-28

S-2S

8-29

8-29

9-21

9-21

9-21

9-21

9-21

9-21

9-21

9-21

9-21

8-28

8-28

8-2S

8-28

7-25

7-25

8-28

8-28

8-28

BleT. 

v. s.

4912.47

4912. o4

4912.39

4913.68

4912.85

U91U.05

^91^.98 ^915.15

U901.59

1^898.68

^898. 1Q

^899.00 ^97.76

^898.19

^899.19

^897.75

^S97.W

^897.76

^896.76

^897.08

^896.22

^89^.85

U896.5&

U89i*.i+7

^895.29

1*900.36

KiloS 

925''0

71.6

158

I7g

135

P052

^73

271

1165

73.8

156

10U

76.8

101

119

182.

80.1

85.8

W.2

go. 3

2M

1S2

1^3

150

57.^

121*

101

Date 

1916

10-20

10-20

10-20

10-20

9-10

10-20

10-20

9-10

10-19

10-19

10-19

10-17

10-19

10-19

10-19

10-19

10-19

10-17

10-16

10-16

10-16

S-28

S-2g

10-16

10-16

10-16

Elev.

U912.U5

1*911. g2

1*911.1*9

>*913.17

1*913.88 ^913.85

U9li*.29

1*916.25

1*900.58

I*g98.68

1*898.37

1*897.87

1*898.05

1*898.27

1*897.75

1*897.1*8

1*897-52

^897-73

1*896.85

1*896.11

1*896.1*5

1*891*. 83

_ -

1*895-20

l*89i*.91

1*89^.26

Kxlo5

sew

90.9

196

191

129

1466

297

3>*8

1022

171*

1>*8

99.6

63.1*

92.2

120

206.

80.9

85-5

156

99.3

217

120

11*3

12361.1 117

88.0

Sate 

19-56

11-17

11-17

11-17

11-17

10-20

It-17

11-17

10-20

11-16

11-16

11-16

11-16

11-16

11-16

11-16

11-16

11-16

11-16

11-16

11-16

11-16

10-16

10-17

11-16

11-16

11-16

Blev.

1*912.35

1*912.18

1*911.87 1*913.10

1*912.95

1*91^. 9^

1*911*. 35

1*911*. 18

1*900.96

1*898.97

1*897.75

1*898.18

1*898. 2U

1*898.31

1*897-7^

1*897. &

1*897-31

1*897.68

1*896.85

1*895-97

1*896.09

1*891*. 90

1*895.50

1*894.76

i*89U,i*

4894.07

Kx!05

eg^o

92.5

137

185

169

1838

359

283

973

144

105

104

63.3

77.2

135

193.

80.7

151

56.9

82.7 167

127

144

1*3

59.3

118

105

Date

me

11-17

11-17

11-16

11-16

Blev.

V. 8.

4913.08

4916.21

4894.36

4894.98

Kxio5 

«2>50C

1810

1081

151

118

1J-9-2

(15D
24-8-2

3>*-S-2

10-7-2

Middle Eio Orande Valley, Hew Mexico, Subseil Waters - 5

(Conductance) 

__________________________________Location and Description______

Observation Wells (Cont'd): 

Belen Division

Line 915.3 (Station 408).

From a point on the east tank of the Bio Grande oppo 

east 1500 feet.

Well Ho.: 1 S (408-1!) Elevation, B.P.: 4882.90 

2 E (408-21) 4883.12

Line 917-S (Station 253).

Beginning at a point on the east bank of the Bio Grande opposite the point 917-8 en railway, the

line runs east along the south boundary of the Isleta Pueblo Grant to the eastern limits ef the

valley.

Well No.: 1 E (253-1!) Elevation, E.P.: 4869.86

2 E (253-3E) 4869.89

3 E (253-4E) 4869.16 

« E (253-5E) 4868.59

5 E (253-6S) 4868.09

6 E (253-TE) 1*869.82

7 E (253-SE) 4871.40

site the point 915-3 on railway, line rune due 

Elevation, Ground Surface: 4882.9

Eleration, Ground Surface: 1*869.8 

1*869.8 

1*869.1 

1*868.6 

1*868.1 

1*869.8 

4871.4

Line 919.1 (Station 358). (Uppe 

Beginning at the point 919.1 on r 

Well No.: 1 W (35S-1W) Elevatio

2 W (35S-2W)

3 w (358-3W)

 Belen Riverside Drain.)

lilway. line runs east 1500 feet to the Bio Grande.

i, B.P.: 1*862.61 Elevation, Ground Surface: 1*862.6 

1*861.9!* 1*861.9 

1*863.35 1*863.3

15-7-2 Line 920.5 (Stations 285 and 66).

Beginning at the point 920.5 on railway, line runs southe

Eio Grande and continuee east to limits of the valley.

Well Ho.: 1 W (285-1W) Elevation, B.F.: 1*856.07 Elevation, .Ground Surface!

2 W (285-2W) 1*855.21*

3 W (2S5-3W) 1*857-59

1* w (2S5-4W) 4855.73

1 E (66-IB) 1*856.61

2 E (66-2B) 1*855.75

1 E (66-3B) 1*852.51 

 E (66-f*E) 1*852.32

5 s (66-5B)

6 E (66-6B)

7 E (66-7E)

8 E (6&-SE)

9 E (66-9E)

1*853.59

1*855.11*

US5C.81 1*855.65

^55.77

.sterly to the Bio Grande, cro

4856.0 

1*855.2 

1*857.6

1*856! 6

485215 

1*852.3

1*855 !l

48 54.8

4855.6

Line 922.3 (Stations 183 and 555).

Beginning at the point 922.3 on railway, line runs east on road passing through the town of

Los Lunas and crossing bridge over Eio Grande continues east to north-south road, thence south

on road for 2000 feet, thence east on a road to the east limits of the valley.

Well No.: 1 W (183-1W) Elevation. B.P.: 1*8»*7.22 Elevation, Ground Surface: 1*81*7,2

2 W (1S3-2W) 1*81*8.26 1*81*8.2

3 W (1S>3W) 1*81*9.12 l*gl*9.1

1* W (1S3-1*W) 1*S50.U2 1*850.1*

5 W (1S3-5W) 1*81*9.96 1*849.9

1 E (555-iE) 1*31*5.51* 4845.5

2 E (555-2E) 1*844. k6 1*81*4.1*

3 E (555-JB) 1*845.14 >*si*5.l

4 E (555-4E) 4844.26 484U.2

5 E (555-5*) 1*845.50 1*845.5

6 E (555-6E) 4845.28 4845.2

7 E (555-7S) 4843.01 4843.0

8 E (555-SS) 481*6.97 4846.9

(152)
Middle Rio Grande Valley, New Mexico, Subsoil Waters - 5 

(Conductance)

Well No.

1 E (408-IE)

2 E (40*-2E)

1 E (253-1K)

2 E (253-32) 

3 E (253-4E)

4 E (253-SE) 

5 E (253-bE)

6 E (253-7E)

7 E (253-*E)

i w (35*-iw)

2 W (35*-2W)

3 w (35*-3»)

i w (2*5-iw)

2 W (2*5-2W)

3 w (2*5-3W) 

4 w (2*5-4w)

1 E (66-lE) 

2 E (66-2E)

3 E (66-32)

4 E (66-4E)

5 E (66-5E)

fa E (66-bE)

7 E (66-7E)

* E (66-*E)

9 E (66-9E)

1 w (i*3-iw)

2 W (1*3-2W)

3 w (183-3W) 

4 w (i*3-4w) 

5 w (i*3-5W) 

i E (555-iE)

2 E (555-2E)

3 E (555-3E>

4 E (555-4E)

5 E 1 555-52)

fa E (555-bE)

7 E (555-7E)

* E (555-*E)

Bate 

1936

9-5

9-5

9^1

9-|

9-*

9-*

9-26 

9-26

9-26

9-^6

9-26 

9-26 

9-9 

9-9

9-9

9-9

9-9

9-9

9-9 

9-9 

9-9

9-23 9-23

9-24 9-10

9-10

9-10 

9-10

9-10

9-10 

9-10

9-10

Eler. 

w. s.

4*77.90

4*7* .67

4*62 6

1*63.26

t*6o'.79

1-*63.22

4*64.30

4*57.79 

4*59.35

4*59.51

4*50.06

4*50.03

1*51,06

1*47,31

4*48.52

4* 4* .49

4*49.14

4*49.15 

4*50.07

W42.40 

4*42.93 

4*42.57 

4*43-40 

4*42.54 

4*3*. 54

4*39.26

4*39.16 

4*37.21

Sfc

109

13*

ill

75-7 

377 123

81.2

71.9

73-6

75.2 

7^.9

113

7* .3

104

23|

*q.2 

i4

267

U4

*3-7

142

119 

209 

493

123 

79-7 

156 

144

iiq'

106 

127

4*37.65 *o.7 

4*37. *3 132 

4*37.46 356

4*3*. 62 10*

Date 

1936

10-*

10-*

10-*

10-*

10-9 10-3

10-8

10-*

10-2* 

10-2*

10-2*

10-2*

10-2*

10-2* 

10-2*

10-9

10-g

10-9

10-9

10-9

10-9

10-9 

10-9 10-9

10-27 

10-27

10-2*

10-27 

10-27

10-12

10-12

10-12 

10-12

Elev.

W. 3.

4*7*. 54

4*7* .07

4*63.05

4*64.39 

4*64.50

4*63.79 

4*6i.i4

4*62.72

4*63.45

4* 5*. 02 

4*59.39

4*59.3*

4850.27

4*50.01

s$

110

114

150

*7.* 

347

177 

*o.7

72.5

95-1

*4. 3

*0.2

115

*2.1

7*. 4

4*48.64 

4*49,8l|l56

4*51.961 *o.6 

4*50.63 225

4*£.83 26? 4*49.07 126

4*49.04 83.*

4*49-46 112

4*4* .*o 

4*49.16 

4*50.75

4*42.44 

4*42. *1 

4*42.74 

4*42.96 

4*42.52

4*39. *o

4*39.12

4*3*. 19 

4*36.*!

10-12 4*37.05 

10-1214*37.59 

10-12 4*36.56

10-12 4*39.57

109 

172 

4o4

157 

102

146 

191 

15* 

103

135

10* 

120 

2*2

77.4

Date 

1936

11-19

11-19

11-19

11-19 

11-19

11-19 

11-19

11-19

11-19

11-27 

11-27

11-27

11-27

11-27

11-27 

11-27 

11-20 

11-20

Elev.

W. S.

4*7*. 63

4*7*. 63

4*62.*1

4*64.12 

4*63.97

4*6lll4

4*62.07

4*63.31

4*57.*6

4*59. *6

4*50.07

Sa-fc

101

106

102

101 

420

100

64.1

116

76.5 

73.6

107

70.1

4*50.29 75.*

4*49.30 

4*50,45 

4*52.1*? 

4*50.97

11-20 J4*48.90

11-20 14*1*9.40

11-20 i4*49.02

11-20

11-20 

11-20 

11-20

11-25 

11-25 

11-25 

11-25 

11-25 

11-20

11-20

11-20 

11-20

11-20 

11-20 

11-20

11-20

4*49. bg

4*4*. 69 

4*4y. 11 

4*50 .*2

4*42.32 

4*42.97 

4*43.12 

4*43.13 

4*42. *3 

4*40.52

4*40.69

4*39.25 

11*36.91

4*37.16 

4*3*. 79 

4*36. *5

4*39.42

143 

79.0 

267

246

74-3

143

191

126 

173 

315

160

101

i?7 

l4o 

209 

7*. 6

90-9

*6-3 

13*

119 

131

2*7

90.9

Dat* 

19^6

B1«T. 

w. s. ca^o Index Ho.

24-*-2

34-* -2

10-7-2

15-7-2

2* -7-2

(153)
Kiddie Rio Grande Valley, New Mexico, Subsoil Waters - 6 -

(Conductance) 

Index Ho.

Observation Wells (Cont'd):

Belen Division

U-6-2 Line 92U.8 (Stations 53 and »*53).

Beginning at the west limite of the valley

92U.8 on railway thence east to Bio Grands,

limits of valley.

Well Ho.: 1 W (53- 1W) Elevation, E.P. :

2 w (53-21)

3 (53-3»> 

U (53-WO

5 (53-5W)

6 (53-6W)

7 (53-7W)

i G*53-2E)

2 E (U53-3E)

3 E (U53-W

U E (1*53-5!)

5 E 0*53-6!)

6 E 0*53-7!)

7 E (U53-8B)

16-6-2 Line 926.3 (Station 361).

From a point on the east bank of the Bio Gr

line runs due east to Units of valley.

Well Ho.i 11 (361-11) Elevation, B.P. :

2 E (361-2!)

3 E (361-31)

1* E (361-UE)

5 E (361-5!) 

6 E (361-68)

7 ! (361-7!)

Line runs east and pase

crosses Bio Grande and

US37.19 Elevation,

1*835.11

U835.65 

US36.1U

1*837.21

1*838.81

1*839.01

U837.2U

U837-35

U83U.68

U837.75

1*836. 30

1*836.36

1*831*. 65

mde oppoeite the point

U8E8.15 Elevation,

U831.33

U827.35

U827.56

U830.06

4830.U2

1*830.22

es through the point

continues east to

Ground Surface: 1*837.1

1*835-1

U835.6 

1*836.1 .

1*837.2

1*838.8

1*839.0

1*837.2

U837-3

U83U.6

U837-7

1*836.3

U836.3

1*831*. 6

926.3 on railway.

Ground Surface: Uggg.l

U831.3

U827.3

1*827.5

1*830.0

1*830. U

U830.2

20-6-2 Line 927-9(Statione 378 and 25U).

Beginning at the west limits of the valley, line runs east along a road through the 

village of Los Chaves to Mile Post 927.9 on railway thence east to the Bio Grande, crosses 

Rio Grande in a eoutheasterly direction, thence east to limits of valley. 

Well Ho.: 1 W (378-lW) Elevation, E.P.: U8SU32 Elevation, Ground Surfaes: U881.3

2 W (378-2W) U820.93 US20.9

3 W (378-3*) U820.UO U820.U

4 W (37S-UW) U819.13 U819.1

5 W (37S-51T) U820.79 U820.7

6 w (37S-6W) UsaU.98 U82U.9

7 » (37S-7W) U82l*.lU U82lt,l 

1 E (25U-1I) US22.96 US22.9 

g E (25U-2B) U820.27 1*820. i 

3 E (25U-3S) 1*822.1*2 U822.U 

U I (25U-UE) 1*819.31 U819.3 

5 E (25U-5B) l*gaU.38 U8EU.3

U-5-2 Line 930.2 (Station 151).

From a point on the east bank of the Bio Grade due east of the point 930.2 on railway,

line runs in a southeasterly direction along a road to the limite of the valley.

Well Ho.: IE (151-1E) Elevation, E.P.: U81U.98 Elevation, Ground Surface: U81U.9

2 E (151-2E) 1*815.5!* 1*815-5

3 E (151-3B) U813.U3 US13.U 

U E (151-UE) U81U.56 U81U.5

8-5-2 Line 931.2 (Station 190).

Beginning at the west limits of the valley, line runs easterly through the point 931.2 on

railway to the Bio Grande.

Well Ho.: 1W (igo-lW) Elevation, R.P.: U806.26 Elevation, Ground Surface: 1*806.2

2 W (190-2W) U80S.08 l*S08.0

3 w (190-3W) 1*806.91* U806.9

U W (190-4W) U807.9U 1*807.9 

5 w (19&-5W) 1*809.36 1*809.3
(SST)

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3T-6

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2T-6 

3T-6

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3T-6

3T-6

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113-6

1l3-6

113-6

1l3-6

1l3-6

1,3-6

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5 A (15-061) 

ft U (*]-06T) 

£ A («£-06T) 

3 H (H2-06T) 

T H (1T-06T) 

ft 8 (aft-TaT) 

£ a (a£-T5T) 

3 a (S3-T6T) 

T a (:rt-T6T) 

5 a (aS-n53) 

t, a (atj-tiS3) 

£ a (i£-ttS3) 

3 a (a2-tiS2) 

i a (n-nte) 

i n f»i-si£) 

9 n (»9-si£) 

6 u («S-8i£) 

ft n (»ft-si£) 

£ n (tt£-8i£) 

2 H (»3-Si£) 

T A (HT-8i£) 

i a <si-T9£) 

9 a (S9-T9£) 

S a (aS-T9£) 

H a (an-T9£) 

£ a (s£-T9£) 

3 a (as-T9£) 

T a (in-T9£) 

L a (ss-£Sft) 

9 a (si-f5ft) 

6 a (s9-£5ft) 

ft a (iS-f5ft) 

£ a (aft-C6ft) 

2 a (a£-£5ft) 

T K (K-f6ft) 

i A (»i-£S) 

9 » (A9-£S) 

6 A (AS-£6) 

ft *. (AH-£6) 

£ « (A£-£6) 

3 A (A3-£6) 

T A (AT-£6) 

A8 TT OH 

OJH sptreafl '/8-[TBi 
Kiddie Rio Srande Valley, Hew Mexico, Subsoil Waters - 7 -

(Conductance) 

__________Location and DascriptIon______________

Observation WellB (Oont'd): 

Belen Division

19-5-2 Line 933.6 (Station 1*56).

From a point on U. S. Highway 85, line runs east through the point 933-6 on railway to

the Rio Grande.

Well Ho.: 1 W (456-SE) Elevation, R. P.: 1*796.52 Elevation, Sround Surface: 1*796.5

2 » (1*56-71!) 1*797.62 1*797.6

3 » (456-6B) 1*799.71 1*799.7

4 W (U56-5B) 1*798.02 1*798.0

5 W (456-1*8) 1*795.94 4795.9

6 W (l*56-3K) 4797.30 4797.7

7 W (456-2E) 1*797-7? 4797.?

8 W (45&-1E) 4798.71* 4798.7

9 W (1*56-1W) 1*799.46 4799.4

10 W (456-2W) 1*802.72 4802.7

 $ "-2 Line 936.0 (Station 310).

Beginning at the point 936.0 on railway in the Tillage of Pueblitos, line runs east

through the town of Jarales to the Rio Grande.

Well Ho.! 1 W (310-7S) Elevation, R. P.: 1*786.99 Elevation, Sround Surface: 4786.9

2 W (310-6B) 4787.62 4787.6

3 W (310-5B) 4789.1*5 1*789.4 

i 4 W (310-4E) 1*786.64 1*786.6

5 W (310-3E) 4735.96 1*785-9

6 W (310-2E) 1*786.20 4786.2

7 W (310-1E) 1*785.24 1*785.2

8 W (310-1W) 4784.40 4784.4

12-1*-1 Line 937.4 (Stations 234 and 188).

Beginning at the point 937,It on railway, line runs east to Rio Grande, crosses Rio Grande

in a southeasterly direction thence along road to oast Unite of valley.

Well Ho.: 1 W (234-5S) Blevation, R. P.: 1*779.04 .Elevation, Cround Surface: 4779.0

2 W (234-4E) 1*780.27 1*780.2

3 W (234-3E) 1*780.01 1*780.0

4 W (234-12) 4773.56 1*778.5

5 W (234-2W) 1*780.23 1*780.2

6 W (234-3W) 1*786.22 1*786.2

1 B (1SS-1B) 1*781.05 1*781.0

2 E (lgS-2E) 1*780.1*7 . 1*780.4

3 E (18S-3E) 4779.92 4779.9

4 E (1SS-4E) 4780.56 1*780.5

25-4-1 Line 940.6 (Stations 6l and 36 + 59).

Beginning at the point 940.6 on railway, line runs due east to Rio Grande, erosees Rio

Grande and contisuee east to limite of valley.

Well Ho.: 1 » (6l-8E) Elevation, R. P.: 4766.74 Elevation, Sround Surface: 1*766.7

2 W (61-7E) 4767.1*.5 1*767.4

3 w (61-61) 1*766.39 1*766.3

H W (61-51) 1*764.74 1*764.7

5 W (61-2B) 4765.68 1*765.6

6 » (6i-lZ) 4765.93 4765.9

7 W (6l-lW) 1*766.91 4766.9

8 W (61-2W) 4765.98 4765.9

1 E (36-lE) 1*768.59 1*768.5

2 E (36-35) 1*770.51 4770.5

1-3-1 Line 9U2.7 (Station 598 + 1*6).

Beginning at a point on the eaet bank of the Rio Srande due east of the point 942.7 on

railway, line runs easterly along road to the east limits of the valley.

Well Ho.: IE (J98+H6-1W) Blevation, E.P.: 1*754.67 Blevation, Sround Surface: 4754.6

2 E (598+46-lE) 4754.70 4754.7

3 E (598+U6-2E) 4757.17 4757.1

4 E (598+46-3E) 4758.63 1*752.6

5 E (59S+46-4E) 4758.39 4758.3

6 E (598+1*6-55) 1*761.22 4761.2

(156)
Middle Rio Grande Valley, New Mexico, Subsoil Waters - 7 - 

(Conductance)

Well No.

1 (456-8E)

2 (456-78)

3 (456-6E)

«* (456-58)

5 (456-4E)

6 (456-3E)

7 w (456-21)

8 w (456-1E)

9 » (456-l»)

10 w (456-2W)

l » (310-7E)

2 w (310-6E)

3 w (310-58)

4 w (310-4E)

5 w (310-31)

6 w (310-21)

7 w (310-11)

s » (310-11?)

l » (23U-5B)

2 1? (23l*-4E)

3 w (231*- 3«)

4 W (23l*-lB)

5 w (234-2W)

6 w (23>f-3»)

1 E (18S-1E)

2 E (188-21)

3 E (1SS-3B)

4 E (18S-4E)

1 W (61-88)

2 W (61-78)

3 w (61-6E)

4 w (61-58)

5 W (61-21)

6 w (61-lE)

7 W (61-1»)

S W (61-2W)

1 E (36-1E)

2 E (36-3B)

1 E (598+46-11?;

2 E (598+46-18)

3 E (59S+46-2E]

4 E (598+46-33

5 E (59S+46-i*E)

6 E (598+46-51)

Date 

1936

9-23

9-23

9-23

9-23

9-23

9-23

9-22

9-22

9-22

9-22

9-21

9-21

9-21

9-21

9-21

9-21

9-21

9-22

9-21

9-21

9-21

9-21

9-21

9-21 9-15 9-15

9-15

9-15

9-19

9-19

9-19

9-19

9-19

9-19

9-22

9-19

9-16

9-16

9-16

9-16

9-16

9-16

9-16

9-16

Elev. 

w.s.

4794.48

4794.81

4794.13

4794.42

1*793.07

>*79l-52

1*791.30

4792.33

4791.91

1*793.67

4783.14

>*783-79

4784.15

4782.65

>*781.75

4781.19

4778.69

1*777-75

4773-M

1*773.38

4776.78

1*773-09

1*773.36

4775.42

4772.80

4774.02

4774.92

4775.56

4762.56

U761.93

U761.5*

U759.64

4759.98

4760.62

>*759.86

4760.67

4765.09

4767.51

4749.53

4751.12

4751.98

>*75>*.67

4756.03

^5»C

165

96.4

104

158

3>*7

700

341

&

205

157

9^.5

280

150

82.9

170

361

130

183

174

292

1025

626

137

485

217

98.3

as

83.4

142

153

168

150

157

146

202

293

83.0

148 134 162

225

110

Date 

1936

10-17

10-17

10-17

10-17

10-17

10-17

10-19

10-19

10-19

10-19

10-20

10-20

10-20

10-19

10-19

10-20

10-20

10-20

10-21

10-21

10-20

10-20

10-20

10-21

10-21

10-21

10-21

10-21

10-16

10-16

10-16

10-16

10-16

10-16

10-16

10-16

10-21

10-27

10-24

10-24

10-24

10-24

10-24

10-24

Elev.

4794.27

4794.02

4794. a

4794.27

4792.86

4791.60 >*79i.30

1*793-58

4792.58

4793.HS

1*783.17

4782.30

4784.13

4782.29

4781.21

4780.57

>*778.79

4778.34

1*773-31*

>*773-72

>*775.7>*

>*772.5i

4772.99

4774.74

>*772.97

>*773-97

4774.88

1*775.7**

4762.69

4761.90

4761.87

1*759.30

4760.20

4760.03

4760.16

4760.33

4765.14

>*7&7.53

4749.62

>*751.ll

4751.88

4751*. 09

>*755-52

£$!Q

92.3

251

98.7

202

160

272 719 274

214

294

184

148

133

392

46o

120

179

717

137

188

179

241

998

764

9>*.3

468

220

so. 2

221

89.3

117

168 717 155 135

178

175

218

78.6

143

128

228

163

121

Date 

1936

11-14

11-14

11-14

11-14

11-14

11-14

11-13

11-13

11-13

11-13

11-9

11-9

11-9

11-9

n-9

11-10

11-9

11-9

ll-ll

ll-ll

ll-ll

ll-ll

11-10

11-11

11-18

11-18

11-18

11-18

11-12

11-12

11-12

11-12

11-12

11-12

11-12

11-12

11-18

11-18

11-18

11-18

11-18

11-18

11-18

11-18

Elev.

4794.38

4794.70

4794.45

4794.60

4793.47

4792.18

4792.23

4792.59

4792.86

>*793.55

4783.30

1*783-75

4783.99

4782.29

4781.28

4780.10

1*778.39

1*777.20

1*773.36

1*774.05

>*773.93

>*772.69

1*772.87

477^.76

>*773-20

4774.49

1*775.19

4776.01

4762.85

4762.23

1*761.79

4759.80

4760.72

4760.27

4760.67

4760.68

4765.42

1*767.87

|*750.33

47%. S3

4751.30

4751.99

>*753.1*5

4755.16

(825 *C

91.0

355

110

245

150

349

822

177

213

351

192

156

131

303

372

87.5

174

339

131

192

250

225

668

817

98.3

1*77

223

62.9

215

106

127

168

703

136

181

179

236

438

81.2

173

124

153

200

125

Date 

1936

Elev.

«es°o

19-5-2

12-4-1

25-4-1

1-3-1

(157)
Middle Rio Orande Valley. Sew Mexico, Subsoil Waters

(Conductance) 

__________Location and Description___________

l-3-l

2^-3-1

35-3-1

36-3-1

16-2-1

Observation Wells (Cont'd): 

Belen Division

Line 943.2 (Station 0+00). 

Beginning at the point 94J.2 on railway, 

the Rio Orande.

Well Mo. 1 W (OKIO-bW) Elevation, H.P.: 

2 V (CHOO-5W)

4752.80 

^757.26

Elevation, Ground Surface:

Line 9^5.3 (Station 4j4).

From a point on the east bank of the Bio Qrande due east of the point 945.3 

as southeasterly to limits of valley.

Well Ho. 1 E (454-1E)

2 E (454-2E)

3 E (454-31) 

It E (l*5l*-UE)

5 E (454-5E)

6 E (454-6E)

Elevation, R.P.: 4742.67

4743.79

4743.31

4742.67

4744.62

4746.81

Elevation, Ground Surface:

Line 947.8 (Station 948).

Well is 100 feet west of the point 947.8 on railway.

Well Ho.: 1 * (948-3W) Elevation, R.F.: 4732.05

4752.8 

4757-2

ailway,

4742.6

4743.7

4743.3

4742.6

4744.6

4746.8

Elevation, Ground Surface: 4732.0

Line 948.2 (Mile Post 948).

Beginning at the point 948.2 on the railway, line runs enat to Bio Orande. 

Well Ho.: 1 W (948-1W) Elevation, R.P.: 4732.64 Elevation, Ground Surface: 4732.6 

2 W (94S-2W) 4735.05 4735.0

Line 948.5 (Station 286 + 00).

Beginning at a point on the east bank of the Rio Orande and 1.5 nlles due east of the

point 94g.5 on railway, line runs east to limits of valley.

Well Ho.: 1 B (286-1B) Elevation, R.P. 1*729.6! Elevation, Sround Surface: 4729,6

2 E (286-2E) 4730.73 4730.7

3 E (286-3E) 4731.41 1*731.U

Line 949.8 (Stations 148 and 225).

Beginning at the junction of U. S. Highway 60 and railway, line runs east on U. S. 

Highway 60 across bridge over the Rio Orande to east limits of valley. 

Well Ho. 1 E (225-1E) Elevation, R.P. : 4726.3! Slevation, Sround Surface: 4726.3 

2 E (225-2E) 4726.50 4726.5

1 "i* (l4s-iw) 4725.88 4725.9

2 W (14S-2W) 4724.91 4724.9

3 W (14S-3W) 4724.57 4724.5

4 w (i4s-4w) 4725.72 4725.7

5 w (i4s-5w) 4725.77 4725.7

6 W (l4s-6w) 4727.16 4727.1

Line 951.7 (Stations 58 and 85). 

Beginning at the town of San Francisco, due 

runs southeast along road to Rio Qrande, crosses Hi 

to limits of valley.

Well No.: 1 W (58- 1W) Elevation, R.P.:' 4J19.50 

2 W (5S-2W) 1*724.64

1 E (85-1B) 4719.31

2 E (85-2E) 4718.50

3 Jt ((55-3E) 4722.66

f the point 951,7 on railway, line 

Grande and continues southeast

Elevation,Ground Surface: 4719.5

4724.6

4719.2

4718.5

4722.6

Line 952.05 (Station 26 + 30).

At a point on the east bank of the Rio Puerco and due east of the point 952.05 on 

railway, line runs 1750 feet to Rio Qrande.

Well Ho.: 1 » (2&-1W) Elevation, R.P.: 4719.80 Elevation, Ground Surface: 4719.g 

2 W (26-2W) 4723.85 4723.8

(158)
Middle Rio Orande Talley, New Mexico, Suteoll latare - 8 - 

(Conductance)

Veil Ho.

1 W (0+00-6V) 

2 W (0+00-5W)

1 I (454--1E) 

2 I (l*5l*-2E) 

3 H (454-3E) 

4 i (4|j4-4l) 

5 I (454-5E) 

6 E (454-6B)

l w (91*8- 3")

1 w (94s- 1W) 

2 » (948-2*)

1 E (286-1E) 

2 E (286-28) 

3 E (286-3E)

1 E (225-1E) 

2 I (22^-22) 

1 » (11*8-1W) 

2 W (ll*g-2ir)

3 w (11*8-31) 

I* » (iUg-4w) 

5 w (11*8-51) 

6 w (ii*8-f.w)

1 » (58-1W) 

2 » (58-21) 

1 I (S5-rlE) 

2 I (S5-2E)

3 « (S5-3B)

1 w (26-iw)

2 W (26-2»)

Date 

1936

9-18 

9-18

9-16 

9-16 

9-16 

9-16 

9-16 

9-16

9-18

9-18 

9-18

9-17 

9-17 

9-17

9-17 

9-17 

9-17 

9-17 

9-17 

9-17 

9-17 

9-17

9-18 

9-18 

9-17 

9-17 

9-17

9-18 

9-18

Elev.

»*750.01 

1*750.17

1*738.38 

^737.21 

1*737.21 

1*73^.19 

1*738.20 

1*739.1*1

1*727.20

1*727.8! 

1*727.1*7

1*726.67 

1*726.99 

1*728.29

1*72^.18 

1*72*|..22 

1*721.19 

1*720.88 

1*719.88 

U719.60 

1*721.97 

1*722.36

1*716.1*6 

1*718.1*9 

1*716.6U 

1*715.66 

1*716.71*

1*715.08 

1*715.28

KilOS 

 25°C

129 

76.0

88.2

65.5 

299 

189 

139 

162

298

&

123 

79.9 

232

157 

73.9 

82.3 

195 

1030 

376 

262 

1*848

247 

1376 

98.1* 

300 

121

688 

682

Date 

1936

10-16 

10-16

10-23 

10-23

10-23

10-23 

10-23 

10-23

10-22

10-22 

10-22

10-23 

10-23

10-23

10-22 

10-22 

10-22 

10-22 

10-22 

10-22 

10-22 

10-22

10-22 

10-22 

10-23 

10-23

10-23

10-22 

10-22

Eler. 

it. e.

4750.35 

1*750.28

1*738.63 

4737-64 

^737-33 

i*73t.75 

l*738.5i+ 

4738.85

4727.17

4727-95 

1*727.37

4726.85 

4728.66 

4727.86

4725.01 

4724.78 

4721.4U 

4721.1*3 

4720.40 

4719.68 

4721.79 

4722.66

4718.21 

4718.85 

«W.H6 

4716.93 

4717.21

1*717.53 

4717.01

Kxl05 

 25°C

88.1 

64.1

62.1 

46.3 

326 

172 

114 

l4o

289

233

412

91.8 

53.0 

226

149 

70.2 

86.9 

189 

1025 

1*17 

257 

4895

142 

13«7 

105 

226 

68.9

@

Date 

1^6

11-12 

11-12

11-17 

11-17 

11-17 

11-16 

11-17 

11-17

11-16

11-16 

11-16

11-17 

11-17 

11-17

11-16 

11-16 

11-16 

11-16 

11-12 

11-16 

11-16 

11-16

11-16 

11-16 

11-17 

ll-lj 

11-17

11-16 

11-16

ElBT.

1*750.95 

1*750.80

1*738.72 

"+737.87 

1*737.52 

1*734.89 

1*738.56 

1*738.82

1*727.25

1*727.96 

1*727.61*

1*726.91 

1*726.71 

1*727.76

1*725.29 

"+725.15 

^721.39 

1*721.68 

1*720.60 

^719.65 

1*722.08 

4722.89

1*718.85 

1*719.»*9 

1+71T.52 

1*717.20 

1*717.1*1

1*716.67 

1*7^7-35

Kil05

ezvs

86.1 

60.9

280* 

155 

131 

138

395

188 

1*16

69.7 

73.8 

212

11*1 

7U.O 

83.8 

199, 

105* 

1*93 

1*39 

6021).

136 

2163 

99.7 

203 

1*7.5

782 

635

Date 

19tf

Her. Kxl05 

 2W Index Ho.

:.-3-i

!!3-3-l

;!4- 3-1

35-3-1

?6-3-l

10-2-1

16-2-1

21-2-1

82343 O 38 11

(159)
Middle Bio Orande Valley. Hew Uezico. Subsoil Waters - 9 -

(Conductance) 

________Location and Description_________________

Observation Welle (Cont'd); 

Socorro Division.

1-1-1 Line 964.0(964).

Beginning at mile poet 964 line nine west to the limits of the valley.

Well Ho.: 1 W (964-1W) Elevation,*.?. : 4659.84 Elevation, Oround Surface: 4659.8 2 w (964-2W) 4659.48 4659.4

3 w (964-3W) 4658.57 4658.5

it v (964-4W) 1*658.10 1*658.1

5 W (964-5W) 4657.54 4657.5

24-1-1 Line 9&7-1 (967).

Beginning at a. point on the west bank of the Bio Orande line runs nest through the

point 967.1 on the railway and continues for 500 feet.

Well Ho.: 1 W (967-51:) llevation.B.P. : 4647.73 Elevation, Oround Surface: 4647.7

2 W (967-41) 4646.99 4646.9

3 W (967-3E) 4645.76 4645.7

4 W (967-2E) 4644.il 4644.1

5 W (967-11) 4644.93 4644.9

6 W (967-1?) 4643.82 4643.8

1-2-1 Line 969-9 (970).

Beginning at a point on the west bank of the Bio Orande line rune southwesterly through

the point 969.9 on the railway, thenoe southwesterly for 2000 feet.

Well Ho.: 1 W (970-4E) Elevation, R.P. ! 4629.02 Elevation, Oround Surface: 4629.0

2 W (970- 3E) 4628.69 4628.6

3 W (970-2E) 4627.81 4627.8

4 W (970-12) 4625.85 4625.8

18-2-1 Line 972. (972).

Beginning at a point on the weet bank of the Bio Qrande line runs west through mile 

post 972 thenoe west for 500 feet.

Well Ho.; 1 W (972-5E) Elevation.H.P. : 4617.73 Elevation, Oround Surface! 4617.7 

Z f (972-4E) 4616.23 4616.2

3 W (972-32) 4617. 4o 4617.4

4 w (972-es) 4619.59 4619.5

5 W (972-1E) 4621.09 4621.1

24-2-1 Line 973 (973).

Beginning at mile poet 973 line runs northeast for 1500 feet.

Well Ho.: 1 W (973-13) Bleration.B.P. : 4613.51 Elevation, Oround Surface: 4613.5 

2 W (973- iw) 4614.27 46l4.2

25-2-1 Line 974 (974).

Beginning at the west limits of the valley line runs due east through mile post 974

thence eaat for 400 feet.

Well Ho.: 1 W (974-12) Bleratlon.B.P. : 4607.21 Elevation, Oround Surface: 4607.2

2 W (974-lW) 4604.S4 4604.3

3 w (974-2W) 4608.14 4607.9

7-3-1 Line 977 (977).

from a point on the west bank of the Bio Orande the line runs west through mile poet

977 and continues west for 2500 feet.

Well Ho.: 1 * (977-58) Elevation, R. P. : 4591.48 Elevation, Oround Surface: 4591.3

2 w (977-4E) 4591.11 4590.8

3 " (977-3E) >*591.75 4591.4

4 w (977-2E) 4591.41 4591.3

5 w (977-is) !*59i.9i 4591.6

6 W (977-1W) 4589J47 4589J47 4589.3

7 W (977-2W) 4529.32 4589.3

& W (977-3") 45SS.40 45S8.4

9 W (977-^) 4589.71 4589.5

(160)
Middle Rio Grande Valley, Hew Mexico, Subsoil Watara - 9 - 

(Conductance)

Well Ho.

1 W (9614-1W) 

2 W (96U-2W) 

3 W (96l*-3W) 

U w (96i*4w) 

5 w (96U-5*)

1 w (967-5*) 

2 w (96T-UB) 

3 w (9671-31) 

& w (967-21) 

5 » (967-1* 

6 w (967-11)

1 » (970-^K) 

2 w (970- 3S) 

3 » (970-2E) 

W (970-U)

l w (972-5")

2 W (972-UB)

3 » (972-3D 

U W (972-2E) 

5 » (972-lB)

l w (973-iE) 

2 » (973-i»)

l w (97U-1B) 

2 w (9714-11) 

3 » (97>*-2W)

1 » (977-5E)

2 W (977-1H5)

3 » (977- 3*) 

U » (977-2E) 

5 w (977-iB) 

6 » (977-i») 

7 » (977-2W) 

8 » (977- 3») 

y (977-1**)

Date I'ne

9- 9 

9- 9 

9- 9 

9- 9 9- 9

9- 9 

9- 9 

10-13 

10-13 

9- 9 

10-13

ll-lU 

9- « 

9- 8 

10-13

9- 8 

9- 8 

9- S 

9- 8 

9- 8

9- 8 

9- 8

10-12 

9- 5 9- 5

10-12 

10-12 

9- 8 

9- 8 

10-12 

10-12 

11-13 

9- 8 

10-12

Elev.

W5U. (A 

1*65!*. 38 

1*653.32 

U651.20 

1*651.99

U6U0.82 

1*639.81 

1*639.59 

1*638.61 1*637.56 1*638.59

U620.27 

1*62U. 38

1*621.00

U&21.58

U615.2U 

1*61U.01 

1*613.56 

1*615.80 

!*6i3.73

1*612.05 

U613.27

1*603.68 

1*603.30 

U603.21

U587.51 

1*587.02 

U585.U6 

l*58lt.60 

U58U.87 

i*58it.U3 1*585.51

U5S5.27 

1*535.01

Kx!05 

*2"5°C

1*93 

lUS 

236 

1291*

621

103

81.1 

50.8 

83.2 

255 215

339 

60.8 

217

69.1

Ug.7 

65.6 

111* 

Uoi 

318

91.1 

133

lUi 

109 

li*l

292 

103 

60.3 

79-7 

lUb 

10l* 

177 

2192 

77-7

Data 

19-56

10-11* 

10-11* 

10-1"* 

10-11* 

10- lU

10-13 

10-13 

11-16 

11-16 

11-16 

11-16

10-13 

10-13 

11-lU

10-13 

10-13 

10-13 

10-13

10-12 

ll-ll*

11-11* 

10-12 

10-12

11-13 

11-13 

10-12 

10-12 

11-13 

11-13

10-12

11-13

SI 9V. 

W. 8.

1*653.51

U65&. 71 

^53-57 

1*651-5? 

1*651.1*5

U6U2.62

1*61*1.56 

1*61*0.22 

1*638.1*9 

1*638.20 

1*638.85

1*623.87 1*621.95 1*622.26

1*616.25 

1*615.29 

U61U.66 

^615.37

U611.59 

1*613.38

1*60U.12

1*603.65 

U603.27

^587-76 

1*587.1*0 

"*586.33 

!*585.53 

"tSSb.^ 

1*585.29

1*^85.83 

1*585.28

K]tl05 «K°S

1*97 

130 

255 

1051 

63*

91.9 

76.2 

»*9.9 

66.6

281*

239

71.1* 

289 

7>*.0

61.7 

63.0 

85-7 

356

202 

175

171* 

57.1* 

85.?

31" 

113 

60.6 

70.7 

9M 

11*6

IIOU

63.8

Date i<n6

11-16 

11-16 

11-16 

11-16 

11-16

11-16 

11-16

ll-ll* 

11-lU

ll-ll* 

ll-ll* 

11-lU

ll-ll*

ll-ll| 

11-11*

11-13 

11-13

n-13

Elev.

IT. S.

U653.9>* 

U655.18 

"*653-52 

1*651.68 

1*651.68

>*5i*3.23

1*61*2.28

1*623.13 

1*622.72

1*616.91* 

1*615.82 

1*615.27

U611.59

1*604.01 

1*603.51

1*586.86 

1*586.13

1*585.19

KxlOt> 

82'5°C

391 137

282 

793 

586

97."* 

85.1*

93.3 

197

68.9 

6o.O 

97.0

196

60.3 

162

62.5 

95-7

1116

Data 

19-56

Elev. Kx!05 

«25<>C

7-3-1

(161)
Middle Hio Brands Valley, New Mexico, Subsoil Waters - 10 -

(Conductance) 

________Location and Description__________________

Observation Wells (Cont'd): 

Socorro Division

29-3-1 Line 980 (980).

Beginning at Bile post 980 line runs east to Hlo Brands.

Well No.: 1 W (980-41) Elevation, H.P.: 4576.42 Elevation, Ground Surface: 1*576.0

2 w (980-3B) 4576.83 4576.8

3 w (980-2S) >>575-94 4575.3

30-5-1 Line 980.3

Beginning at the point 980.3 on the railway, line runs due east for 2000 feet.

Well No.! 1 W (Recorder #1-1H) Blevatlon. H.P.: 4574.24 Elevation,Ground Surface: 4574.2

29-3-1 Line 980.4

Beginning at the point 980.1* On the railway line runs eaet to Hlo Grand*. At well 4 W

auxiliary line runs north and south for 800 feet respectively.

Well No.: 1 W (Heoorder #1, 2B) Elevation, R.P.: 4574.41 Elevation.Ground Surface: 4574.4

2W (

3W (

4 W (

5 " (

6 W (

#1, IB)

#1, Sand Point) ^575-13 ^75-1

#D *575.03 ^575-0 

id. 1 w) "*573-95 ^73-9 

«.. 2 w) 4573.87 4573.8

30-3-1 Line 980.5

Beginning at the point 980.5 on the railway, line runs due east for 2000 feet.

Well No. I 1 W (Recorder #1-15) Elevation. R.P.: 4574.01 Elevation, Ground Surfaee:4574.0

RCMt-1 Line 985-2 (985).

Beginning at the point 985.2 on railway line runs eaet to river.

Well No.: 1 W (935-55) Elevation, H.P.: 4552.19 Nlevation, Ground Surface: 4552.1

2 w (985-4E) 4552.67 4552.6

3 » (985-3B) 4552.34 4552.3

4 w (985-2B) 4550.72 4550.7

5 w (985-lE) 4551.36 4551.3

20-5-1 Line 990.8 (99D.

Beginning at the point 990.8 on railway line runs east along north boundary of Bosque

del Apaehe Grant to the Rio Qrande.

Well No.: 1 W (991-4E) Elevation, H.P.: 4525-79 Ilevation, Ground Surface: 4525.6

2 w (991-3E) 4523.69 4523.6

3 w (991-28) ^23.73 4523.7

4 W (991-1E) ^27.56 4527.5

28-5-1 Line 993-1 (993).

Beginning at the west edge of the valley line runs eaet through the point 993-1 on

railway thence east to the Rio Brands.

Well No.: 2W (993-4N) Elevation.H.P.: 4515.07 Elevation. Ground Surface: 4515.0

3 » (993-3E) 4513.06 4513.0

4 W (Recorder #2, IE) 4513.50 4513.5

5 w (993-2B) 4512.60 4512.6

6 W (Recorder #2) 4513-91 4513.9

7 » (Recorder #2, 1W) 4512.06 4512.0 

g « (993-1*) 4513.66 4513.6 

9 w (993-l») 4516.10 4516.1

5-6-1 Line 995.1 (995).

Beginning at the west limits of the valley line runs east through the point 995-1 of

the railroad to the Rio Qrande.

Tell No.: 1 W (995-5S) Elevatlon.R.P.i ^507.42 Elevation, Ground Surface: 1*507.4

2 w (995-^E) 4506.61 4506.6

3 w (995-3B) 4505.47 4505.H

4 w (995-28) 4505.28 4505.2

5 » (995-iE) 4506.42 1*506.4

6 w (995-lw) 4506.50 4506.3

(162)
Middle Bio Grande Taller, Hew Mexico. Subsoil Waters - 10 - 

(Conductance)

1 W (980-4B)

2 » (980-3E)

3 W (98O-2E)

lt(Hecorder #1-1

lt(Secorder #1.21) 

2W( *1,IE) 

3W("#l.S«nd Point) 

Ut(B«corder #1) 

5*( " tt.lW) 

6W( « *1,2W)

l»(Hecorder 41-1S)

1 W (9S5-5B)

2 W (985-l»B)

3 w (9S5-3E)

4 » (985-a)

5 W 985-iE)

1 w (991-ME)

2 W (991-3E)

3 » (991-2B) 

5 W (991-U)

2 W (993-4B)

3 » (993-3E) 

4W(Hecorder #2,IE)

5 » (993-2E)

6 W (Hecorder #2) 

7W(Reaorder #2,1W)

8 » (993-1E)

9 » (993-1»)

(995-5E) 

(995->tE) 

(995-3E) 

(995-2E) 

(995-IE)

6 w (995-1*)

Date

10-12 

10-12

»<

9^4

9- 4

9- 4

9- it

9-4 

11-12 

10-12 

11-12 

9-U

9- 3 

9- 3 

9- 3 

10- 8

9- 3 

9- 3 

9- 3 

9- 3 

9- 3 

9- 3 

9- 3 9- 3

Not 

9- 1 

9- 1 

9- 1 

9- 1 

9- 1

Elev. 

w. a.

4572.32 

4572.64 

4572.26

1*568.81

1*569.86 

1*569.22 

4569.08 

1567.93 

1568.135 

1567.99

4568.25

1*51*5.30 

451*1*. 92

4544.31

4520.67 

1*519.87 

1*519.65 

1*520.17

1512.17 

1510.63 

4510.51 

1*510.78 

4510.79 

1*508.92 

1511.25 

4510.86

ampled. 

4503.80 

1503.05 

1*502.68 

4502. 26 

4502.88

»2<5»C

60.4 

64.5 

340

59.6

71.5 

118 

61.9 

95-7 

lo.g 

35-1

«.,

173 

157 

360 

268 

115

81.1

65.8 

155 

58.8

40.5 

197

68.1*

117 

7292

302 

98.2 

179 

3177 

83-9

Date

10-12 

11-13 

11-13

10-12

10-12 

10-12 

10-12 

10-12 

10-12 

10-J.2

10-12

10-12 

11-12 

10-12

10- 8 

10- 8 

10- 8 

11-12

10- 7 

10- 7 

10- 7 

10- 7 

10- 7

10- 7 

10- 7

10- 6 

10- 6 

10- 6 

9-11 

10- 6

Kiev.

1573-21 

1573.15 

1573.07

1569.95

1571.16 

1*570.29 

1570.40 

1568.93 

1569.71 

1568.91

1569.40

1*515.88 

4541.59 

1513.86

4521.56 

4520.78 

1520.23 

4520.69

1513-18 

1511.81 

1511.60 

1511.78 

1511.71

1511.93 

1511.36

4504.9E 

4504.18 

4503.83 

4501.92 

1503.1*5

Kx!05

82.1 

95-5 

339

60.8

62.2 

117 

18.6 

73.9 

35-6 

35-2

38.9

552 

631 

89.2

87-3 

35-3 

101 

60.7

160 

38.9 

112 

63.8 

155

60.1 

126

237 

93.0 

125 

3110 

78.5

Date

11-13

11-13

11-13 

11-13 

11-13 

11-13 

11-13 

11-13

11-13

11-12

11-12

11-12 

11-12 

11-12

11-10 

11-10 

11-10 

11-10 

11-10

11-10 

11-10

11- 9 

11- 9 

11- 9 

10- 6 

11- 9

Elev.

1573.76

1570.85

1571.92 

4571.18 

4570.99 

1569.80 

1570.57 

1569.59

1570.17

1516.20 

4544.04

1522.15 

1521.17 

1520.98

1511.05 

1512.16 

1512.20 

1512.36 

1512.28

1512.H7 

1511.85

1504.77 

1504.50 

1503.20 

1503.95

KxlO'

96.5

*

63.1 

116 

39.0 

72.9 

31.6 

37.2

38.3

516 

101

83-3 

35.2 

175

164 

39.5 

106 

62.9 

136

75.2

121

242 

103

96.1 

33d 

7l.o

Date

11- 9

Elev.

W. 8.

1*503.72

»S°o

3508

29-3-1

30-3-1

30-3-1

20-4-1

20-5-1

28-5-1

5-6-1

(163)
Middle Hlo Orande Valley, New Mexico, Subsoil Waters - 11 -

(Conductance) 

__________Location and Description________________

Obeervation Veils (Cont'd)i 

Socorro Divieion

Line 997.2 (9S7).

line begins at west Units of valley and runs east through the point 997.2 on railway,

thence east for 2500 feet.

Well Ho.: 1 W (997-2E) Elevation, H.P.: 1&97.32 Elevation, Ground Surface: 1*97.3

2 w (997-11) 1*1*94.97 i*i*9i*,9

3 w (997-1W) 1*1*95.1*5 1*1*95.1*

(161*)
Uiddle Bio Srande Valley, New Uexlee. Subsoil Waters - 11 - 

(Conductance)

Well Ha.

1 W (977-21) 

2 W (997-1E) 

3 » (997-1W)

Hate 

1936

9- 1 

9- 1 

9- 1

Kiev. 

«. e.

1*1*93.98 

1*1*92.1+5 

1*1*92.35

Kxl05 

KVO

1*03 

261* 

328

Hate lasL.

10-6 

10-6 

10-6

Blev.

W. B.

1*1*91*. 89 

1*1*91*. 02 

1*1*93.06

KriOS 

@2>5»G

29.9 

247 

317

Hate 

l<^6

11-9 

11-9 

H-9

Kiev.

V. fl.

W96.51 

1*1*95.00 

1*1*93.68

KxlO? 

 2^"0

85.7

g

Hate 

J.916

Kiev. KilO-1 

«2'il>C

82343

(165)
Surface Haters of tha Elephant Butta Project Sew Mexico and Texas.

(Conductance) 

____________Location and Description___________________

Kote: In the following descriptions the townships and ranges are referred to the Re*

Mexico principal meridian; the elevations to sea level datum. The location descriptions and the water sample t are by tha Bureau of Reclamation. Tha analyses 

are by the Geological Survey, except as otherwise noted.

IRRIGATION WATSHSi

25-13-H Bio Grande at Elephant Butta Dan outlet, law Mexico.

Fool below dam in sec. 25, T.13S., B.MV.; at U255 feet above sea level. 

Analyses by U.S.B.Fi'I.

36-16-5 Bio Grande at Percha Dam, Hew Mexico. (201).

B 950" - W 1U50' of SB cor. BBC. 36, T.l6s.. B.JW.

Zero of gage, crest of dam, is IU.U6.27 feet above sea level.

10-21-1 Bio Grande at Leasburg Dam, Hew Mexico.

In SB cor. of HSlA BBC. 10.T.21S., R.ll. Crest of dam is 3963.05 feet 

above sea level. Analyses by U.S.B.F.I.

13-2lt-l Rio Grande at Mesilla Dam, New Mexico. (210).

S 2U0 1 - B 1320' of H» cor. sec. 13, T.2US., B.IB. 

Zero of gage is feet above sea level.

9-29-4 Bio Grande at 11 Paso gaging station, Texas.

In SEl/U sec. 9, T.29S., B.UE. Zero of gage is 3720.65 feet above 

sea level. Analyses by U.S.B.F.I.

11-32-6 Bio Grande at Riverside Canal head, Texas. (231). 

N 2000' - B 1950' of SW cor. sac. 11, T.32S., H.6B. 

Zero of gaga is 3658.58 feet above sea level.

U-3U-8 Bio Grande at head of Tornillo Canal, Texas.

In SS1/U see. U, I.TfrS.. B.gB. The discharges given include the flew 

of the canal and of the river below the diversion. 

Analyses by U.S.B.F.I.

Rio Srande at Tort Ojiitman gaging station, Tezae.

Located at lower end of El Faso Valley 1.5 miles below old Fort Qiitman 

and 11.5 miles south of Finlay, Texas. Zero of gage is 3^.06 feet 

above sea level. Analyses by U.S.B.P.I.

DRAINAGE HATERS:

BIHCON DIVISION, NISI MEXICO;

6-19-3 Garfield Drain (202).

Station S 1880' - * 900' of H» cor. sec. 6, T.19S., B.3».; near outlet to river. Length, 

12.4 mils*; water surface 4060.32 feet above sea level on Dec. 1, 1936 when discharge 

was 8.7c. f.s.

13-19-3 Hatch Drain (203)

28-19-2

(203).

Station H 1150' - B 300' of SW eor. sec. 13, T.igs., R.3».; near outlet to river. Length, 

10.B miles; gradient, 3.1 feet; water surface ^34.28 feet above sea level on Dec. 1, 

1936 "hen discharge was 6.6 c.f.s.

Aagostnra Drain (204).

Station S 460' - V 1200' of HE cor. sec. 28, 1.19S., R.2W.; near outlet to river. Length, 

U.I miles; gradient, 2.6 feet; water surface 4012.48 feet above sea level on Dec. 1, 

1936 when discharge was 1.3 o.f.s.

(166)
Surface Waters of the Elephant Butte Project Haw Ifexioo and Tolas. 

(Conductance)

Bate 

19^6

7 3 

7-31 

8-28 

9-25

7-21 

8-19 

9- 9

7- 6 

8- 3

8-31

7-15 

8-12 

11-26

7- 6 8- 3

7-20 

S-18

7- 3 

8-10

7- 3 

7-31 

8-28

7-16 

S-12 

9-9

7-16 

8-12 

9- 9

7-16 

S-12 

9- 9

Dipch. 

e.f.s.

1816 

1950 

1700 

360

1856 

2250 

1570

2050 

1757 

1148

1605** 

788** 

100

11U7 

1197

727 

1*18.02

217

552

21.7 

269' 1

14.59 

15-73 

15.69

17.97 

18.28 15.69

3.50

3.93 

2. SO

«$>

86.5 

82.0 

78.0 

79.1

87.1

80. U 

80.0

90.1 

86.5 

78.7

92.6 

^84. 3

120 

120

129 

120

290 

176

645 

440 

234

138 

155 

150

1

123 

125

Date

7-10 

8- 7 

9- U

7-23 

8-26 

9-30

7-13

8-10

7-22 S-19

7-13 

8-10

7-28 

8-25

7-21 

8-16

7-10 

S- 7

7-23 

8-19 

9-30

7-23 

8-19 

9-30

7-23 

8-19 

9-30

Disch. 

e.f.c.

2308 

2460 

956

2169 

1870 

400

1839 

2257

610** 

787**

3»

l*5U. 88 

827.3

5^

27. 4

18.03 

17.26 

15.67

18.76 

17.38 

13.27

U.28

1.56

Kx!05

85.2 

79.8 

79.5

86.lt 

82.1 

8U.7

89.9 

81*. 1

88.7 

8U.U

U5 

116

131

115

%

112 

723

152 

150 

153

150 

152 

148

136 

129

Da to

7-17 

8-lU 

9-11

7-29 

8-12 

11-25

7-20 

8-17

7-29 8-26

7-20 

8-24

8- U 

9-30

7-27 

S-2U

7-17

8-lU

7-29 

8-26 

11-25

7-29 8-26

11-25

7-29 

S-26 

11-25

Disch. 

e.f.a.

1815 

2345 

1560

2393 

2348 

390

1770

2206

fiP

1210 

1634

407.98 

370

412 

738

133.0 30.3

14.51 

15.18 8.70

17.86

21.22 

4.91

2.86 

2.46 

1.38

KxLOS

84.6 

80.2 

77-8

82.3 

82.8 

138

88.8 

83.8

86.5 

86.0

118

109

123

146

200 

163

S

150

150

138

126

Date

7-2U

S-21

9-18

S- 5 

9-2

7-27 

S-2M

8- 5 

9- 3

7-27 S-31

8-11 

11-25

S- 1* 

S-31

S-21

S- 5 

9- 2

S- 5 

9- 2

8- 5 

9- 2

Disch. 

e.f.i.

2280 

2240 

1100

2145

2187 

1773

589" 

221**

1149 

1677

380 

318

310 

2188

46.0 

186.0

12.86 

15-39

18.35 15.33

3.53 

2.52

KxLO5 

 250C

83-5 

78.1 

78.6

82.3* 

80.6

83-7 

82.1

36.1* 

99.2

122 

99.3

118

132

l*2l* 

276

152* 

151

149* 

148

126* 

132

Index Ho.

25-13-H

36-16-5

LO-21-1

13-24-1

9-29-4

Ll-32-6

11-34-8

6-19-3

,3-19-3

28-19-2

Detailed analysis 

1 Discharged through last Side and West Side canals

(167)
Surface Waters of the Ilephant Butte Project Hew Mexico and Texas - 2 -

(Conductance) 

Index Ho.____________________Location and Description__________________________

12-20-2 Eincon Drain (205).

Station S 600' - W 2300' of HI cor. sec. 12, T.20S..H.2W.; near outlet to rlTer. 

Length, lU.U Biles: gradient, 3.1 feet; water surfaoe 3993-77 fest above eea level 

on Dec. 1, 1936 when discharge was 7.9 c.f.s.

MESILLA VALLEY DIVISION, HEW MEXICO AHD TEXAS:

6-22-1 Selden Drain (211).

Station S 1130' - 1 2330' of HW cor. esc. 6, T.22S., B.1S.; near outlet to river. 

Length, U.6 Biles: gradient 3.1 feet; water surface 393^.7^ feet above sea level 

on Dec. 1, 1936 when discharge was 1.7 c.f.s.

3-23-1 Leasburg Drain (212).

Station S 1110' - 1 2200' of HW cor. sec. 3, T.23S., E.1S; above inlet to Del Rio 

Drain. Length, 12.3 miles; gradient, U.2 feet; water surface 3899-31 feet above 

sea level on Dec. 1, 1936 when discharge was 2.3 c.f.s.

11-2M-1 Plcacho Drain (213).

Station S 10" - I llgO 1 of HW cor. sec. 11, T.2US., R.1S.; above outlet to river. 

Length, 7.2 miles; gradient, 2.8 feet; water surface 3871.09 feet above sea level 

on Dec. 2, 1936 when discharge was 6.5 c.f.s.

17-2M-2 Uesllla Drain (2lU).

Station S 2^10' - 1 1620' of HW cor. sec. 17, T.2US.. B.2B.; above inlet to Del Elo 

Drain. Length, 17.1 miles; gradient, U.3 feet; water surface 38U2.S1 feet above sea 

level on Dec. 2, 1936 when discharge was 3- 1* c.f.s.

29-25-3 Del Elo Drain (Includes flow of Leasburg and Uesllla Drains) (215).

Station S 890' - 1 1170' of HW cor. sec. 29, T.25S., B.3S.; above outlet to river. 

Length, 73.1 Biles; gradient, 3.9 feet; water surface 3813.52 feet above sea level 

on Dec. 2, 1936 when discharge was S3.8 c.f.s.

33-25-3 Uesquite Drain (305).

H 1800' - 1 1300' of SW cor. sec. 33, T.25S., R.JI. Length, 11 miles; water surface 

3802.62 feet above eea level on Dec. 2, 1936 when discharge was U.I c.f.s.

6-26-3 Chanberlno Drain (219).

Station H U60' - W 20*0' of SI cor. sec. 6, T.26S., E.JB.i above confluence with La 

Uesa Drain. Length, $.3 Biles; gradient, U.I feet; water surface 3800.71 feet above 

sea level on Dec. 3. 1936 when discharge was 3-5 c.f.s.

7-26-3 La Uesa Drain (218).

Station S 100' - I 1810' of HW cor. sec. 7, T.26S., E.3B.; above confluence with 

Chanberino Drain. Length, 21.8 Biles; gradient, 3.8 feet; water surface 3801.65 feet 

above sea level on Dec. 3, 1936 when discharge was 18.9 c.f.s.

2-27-3 Bast Drain (216).

Station H 1050' - 1 1620' of SW cor. sec. 2, T.27S., B.JI.; above confluence with 

Anthony Drain. Length, 22.9 miles; gradient, 3.8 feet; water surface 3773-81 feet 

above sea level on Dec. 3, 1936 when discharge was 8.7 c.f.s.

11-27-3 Anthony Drain (217).

Station S 50' - I 940' of HW cor. sec. 11, T.27S., B.3B.; above confluence with Eaet 

Drain. Length, 7.7 miles; gradient, 3.2 feet; water surface 3773.8! feet above eea 

level on Dec. 3, 1936 when discharge was 3-0 c.f.s.

26-28-3 Hemexae Drain (220).

Station S 950' - I 800' of HW cor. sec. 26, T.28S., B.3B.; above confluence with West 

Drain. Length, 20.2 Biles; gradient, 2.3 feet; water surface 3738.^3 feet above sea 

level on Dec. 3. 1936 when discharge was 15.2 c.f.s.

26-28-3 West Drain (221).

Station S lUta' - 1 50' of HW cor. eec. 26, T.28S., E.3I.; above confluence with 

 emexas Drain. Length, 39 miles; gradient, 3.8 feet; water surface 3738.56 feet 

above sea level on Dec. 3, 1936 when discharge was 3^.9 c.f.e.

(168)
Surface Haters of the Elephant Butte Project - Hew Mexico and Texas - 2 - 

(Conductance)

Date

7-16 

S-12

9- 9

7-15 

S-12 

11-2*

7-15 

S-12 

11-2*

7-15 

8-12 

11-2*

7-15 

S-12 

11-24

7-15 

8-12 

11-2.5

9-30

7-15 

S-12 

11-25

7-15 

S-12 

11-25

7-15

S-12

11-25

7-15 

8-12 

11-25

7-15 

S-12 

11-25

7-15;

8-12 

11-25

DiBch. 

a.f.B.

21.73 

28.96 

16.1*6

2.95 

1-75

9.36 

13.6 

*.50

11.95 

9.9 

6.15

7.76

uisg

155.75 

83-96

7-35

6.31 

6.75 

3.81

*5.95 

*6.83 

20.51

10.19

3! 08

29.73 

25-73 

16.33

68.3^ 

77.86 

39.5

KxHP 

«2"5eC

162 

139 

15*

159 156

148

128 

119 

122

126 

126

1*9 

153 

1*7

1*2 

1*2 

1*5

502

223 

222 

22*

125 

137 

133

276 

329 

570

285 

287 309

27* 269 272

170

181 

196

Date

7-23 

8-19 

9-30

7-22 S-ig

7-22 

S-19

7-22 S-19

7-22 

8-19

7-22

8-19

10-28

7-22 8-19

7-22 

8-19

7-22 8-19

7-22 

S-19

7-22 

S-19

7-22 8-19

Disch. 

c.f.a.

23.51 

32.8* 

1U.2*

3.11 

*.9

11.1*3 

14.U

9.35 

9.8

il"?

1*2.03 

158.99

5.61

6.6 

6.71

41.81 

1*8.1*7

19. *8 

21.17

7-38 

8.56

26.57 

25.63

60.29 

7*. 23

«25°C

150 155

159

160 

158

119 

118

131 

131

S

1*4

141

52*

223 

214 '

124 

119

*18 

411

313 

291

27* 

264

191 

17 6

Date

7-29 

S-26 

11-25

7-29 

8-26

7-29

S-26

S-26

7-29 S-26

7-29 

S-26

11-25

7-29 8-26

7-29 S-26

7-29 8-27

8-26

7-29 S-26

7-29 

8-27

Disch.

17.92 

28.1*5 

11.32

*.o

*.6

11.6 

l*.l

9.0 

9.7

8.9 

11.9

159.22 

162.49

*-39

6.59 

6.78

48.72 

*7-90

3*. 06 

24.72

7.56 

8.25

26.19 

23.21

66.35 

72.16

150 

150

162

155 

156

119 

118

131

133

151 

151

1U1 

11*3

512

223 

218

ia

120

27* 

359

289 

278

271 

259

196

173

Date

S- 5 

9- 2

S- 5 

9-30

8- 5 

9-30

8- 5 9-30

S- 5 

9-30

8- 5 

9-30.

8- 5 

9-30

S- 5 

9-30

8- 5 9-30

S- 5 

9-30

S- 5 

9-30

S- 5 

9-30

Disch.

19.0* 

19.00

U.10 

3.6

11.1 

9.0

9.3 

10.4

8.7 

9.9

150.28 

133.97

6.88 

6.28

46.81 

35-59

23.08 

13.91

8.02 

5.89

26:03 

22.03

73.3* 

57-0*

Kxiob

n*r

158

15**

117* 

117

131* 

131

l4s* 

148

1*3* 

11*5

225 

220

119* 

126

253* 

47*

277' 

289

268* 

255

ISO* 

196

Index Ho.

12-20-2

6-22-1

3-23-1

11-24-1

17-24-2

29-25-3

33-25-3

6-26-3

7-26-3

2-27-3

11-27-3

26-28-3

26-2S-3

 Detailed analysis

(169)
Surface Waters of the Elephant Butte Project Hew Mexico and Texas.- 3 -

(Conductance) 

location and Description________________________

Montoya Drain (includes flow of Henezas and West Drains) (222). 

Stations 1110' - E 300' of SW cor. see. 5. I.29S., B.4E. Length, 67.6 Biles; 

gradient, 3.4 fe«t; water surface 3728.69 feet aboTe sea leTel on Dec. 3. 1936 

when discharge was 58.8 e.f.s.

B, PASO VALLEY, TEXAS (Above Fabens, Terae):

12-32-6 Plajra Drain (232).

Station S 1750' - E 1400' of HW cor. sec. 12, T.32S., R.6B.; above Junction with 

Franklin Drain. Length, 23.6 ailss; gradient, 3.1 feeti water surface 3651.4 

feet above sea leTel on Dee. 9, 1936 when discharge was 20.1 e.f.s.

33-32-7 Franklin Drain (Includes flow of Playa Drain) (233).

Stations 1200' - W 700' of SS eor. see. 33, I.32S., R.7B.; above Junction with 

Kiddle Drain. Length, 36.3 at lee: gradient, 3.4 feet; water surface 3628.7 feet 

above sea leTel on Dec. 9, 1936 when discharge was 25.4 e.f.s.

30-33-8 Middle Drain (includes flow of Playa and Franklin Drains) (234).

Station S 200' - E 1350' of HW cor. see. 30, 1.33S., B.SX.; aboTe confluence with 

River Drain. Length, 55.3 miles; gradient, 3.4 feet; water surface 3611.08 feet 

above sea leTel on Dee. 9, 1936 when discharge was 37.9 c.f.s.

30-33-8 Hirer Drain (235).

Station S 2500" - E 200' of HW eor. see. 30, T.33S., H.8E.; above confluence with 

Kiddle Drain. Length, 23.4 niles; gradient, 2.7 feet; water surface 3609.8 feet 

above sea level on Dec. 9, 1936 "hen discharge was 13.4 e.f.s.

32-33-8 Quadrilla Drain (236).

Station 5 200' - E 800' of SW eor. see. 32, T.33S., R.SE.t above outlet to river. 

Length, 8.6 miles; water surface 3606.4 feet above sea level on Dee. 8, 1936 whan 

discharge was 6.7 e.f.s.

4-34-8 Mesa Drain (237).

Station S 700' - E 1000' of 8W eor. sec. 4, T.34S., R.SS.; at inlet to Mesa Drain 

pump. Length, 29.1 miles; gradient, 3.5 feet; water surface 3602.26 feet above 

sea level on Dee. 8, 1936 when discharge was 8.9 e.f.s.

4-3li-8 Fabens Intercepting Drain (238).

Station S 700' - 2 600' of HW eor. see. 4, T.34S., R.SE.; at Inlet to Mesa Punp. 

Length, 1.9 miles; gradient, 3.7 fest; water surface 3599.57 feet above sea level 

on Dee. 8. 1936 when discharge was 0.94 c.f.s.

EL PASO VALLEY, TEXAS -(Ieland District):

27-34-8 Fabens Drain (239).

Station S 1600' - W 2300' of HI eor. see. 27, T.34S., B.SS. Length, 10.7 Bile*; 

gradient, 2.2 feet; water surface 3582.66 feet above sea level on Dec. 8, 1936 

when discharge was 9.1 c.f.s.

27-34-8 Island Drain (240).

Station S 2300' - It 1300' of BW cor. sec. 27, 1.34S., B.SX.i above confluence with 

Fabens and Border Drains. Length, 1J.7 miles; gradient, 3.3 feet; water surface 

3581.39 feet above sea level on Dec. 8, 1936 when discharge was lU.7 e.f.s.

27-34-8 Border Drain (24l).

Stations 800' - Z 1400' of SW eor. see. 27, T.?4s., R.SE.; above confluence with 

Island Drain. Length, 9.3 miles; gradient, 2.8 feet; water surface 3582.41 feet 

above sea level on Dec. 8, 1936 when discharge was 7*9 e.f.s.

(170)
Surface Waters of the Ilephant Butte Project Hew Uexieo and Texas - 3 - 

(Conductance)

Date 

19-?6

7-22 S-19

7-17 

S-ll* 

11-25

7-17 

S-ll* 

11-25

7-17 

S-ll* 

11-25

7-17 

S-lU 

11-25

7-17 

S-ll* 

11-25

7-17 

S-ll* 

11-25

7-17 

S-ll* 

11-25

7- 8 

S-ll 

11-21*

7-18 

8-11 

11-21*

7-18 

S-ll

DiBCh. 

e.f.s.

10U.61 

108.6>*

31.23 

28.9 

22.2

39.31 

39. 1* 

29.0

58.0

57.8 

36.3

27.02 

27.1*

9.97 

8.52 

7.00

isil 

11.5

3.1*8 

3.67 

a. 1*9

18.6 13.5

9.gi*

25.07 

17^0

11.9

8.9

 S^o

258 

240

281* 

261* 

26U

707 

372 

332

379 

388 

383

528

a

189

183 

182

1*60 

1*18 

1*18

303 

305 

302

21*6 

238 

235

360 

702 

666

913 

901 

855

Date

7-29 

S-26

7-21* 

8-21

7-21* 

8-21

S-21

7-2l* 

S-22

7-21* 

S-21

7-2l* 

8-21

8-21

7-21 

8-18

7-21 

S-18

7-21 

S-18

DiBCh. 

e.f.B.

108.1*3 

113.16

31.3 

28.2

59.6 

39.2

65.9 

57.9

a6.5 

27.0

9.90 

9.10

19.!*3 

19.5

i*!l*0

12.3 

12.2

K

9.0 

9.1

Kxlo5

21*3 

238

8

361 

337

363 

380

5ft

563

179 

185

|*56 

1*32

307 

312

2W

677

697

756 

891

Date 

19-56

8-15 

9-30

7-29 

S-28

7-29 

S-28

7-29 8-28

7-29

S-28

7-29 S-28

7-29 

S-28

7-29

8-28

7-29

8-25

7-29 8-25

7-29 

S-25

DiBCh. 

e.f.s.

111.60

25.9 

29-3

39.0 

37-9

59.8 

58.3

25.2 

28.8

7.25 

9.17

17-5 

16.5

i*.oo l*.ll*

15.8

12.9

23.1* 

27-7

10.7 

8.91*

 2>5«C

2l*l» 

2l*2

265'

260

36U

HOB*

388

571* 

510

185* 

181

355

309* 

311

2»»2» 

238

689* 51*9

70U* 

Sll*

Date

8-12 

11-25

8- 7 

9-30

8- 7 

9-30

8- 7 

9-30

8- 7 

9-30

8- 7 

9-30

8- 7 

9-30

8- 7 

9-30

S- 1* 

9-29

8- 1*

9-29

S- 1* 

9-29

Diach.

C.f.8.

130.70

63.89

29.1* 

1*2.6

1*1.0 

1*6.6

58.8 57.3

29.3 

22.3

9.2 

11.9

17.8

16.8

3.80 3.90

ll*.0 

ll*.8

2l*.l* 

2l*.8

9.8 

10.2

KxlOS

2^*0 

255

262 

235

3>*8 

291

392 

31*9

511 

51*5

178

187

1*11 

1*1*5

311* 

306

2i*a

286

702 

588

827 

623

Index Ho. 

5-29-1*

12-32-6

33-32-7

30-33-8

30-33-8

32-33-8

i*-3i*-S

l*-3l*-8

27-31*-S

27-3>*-8

27-3**-8

 Detailed analysis

(17D
Surface Waters of the Elephant Butte Project New Mexico and Texas. - H - 

(Conductance)

21 PASO VALLEY. TEXAS (Tornillo District)!

10-35-9 Alamo Alto Drain (2^2).

Station S 600' - W 1800' of HE cor. sec. 10, T.35S., H.gi. Length. 20.6 miles! 

gradient, U.O feet; water surface 3558.79 feet above sea level on Dec. 8, 1936 

when discharge was J.U c.f.s.

11-35-9 Tornillo Drain (includes flow of Border, Island, Tabens and Alamo Drains) (2U3).

Station N 1200' - W 2000' of SB cor. sec. 11, T.35s -t H.9B.: above outlet to river. 

Length, 75.1 miles; gradient, 2.9 feet; water surface 3555.91 feet above sea level 

on Dec. 8, 1936 when discharge nas 59.0 c.f.s.

(172)
Surface Waters of the nephaat Butte Project Hew Mexico and Texas - H - 

(Conduetanee)

Date

7-18 

8-11 

11-21*

7-18 

8-11 

11-2U

Dlecb. 

e.f.B.

15.35 

15.5 

S.US

92.10 

76.6 

62.8

KilO?

367

1*96

5Uo 

£72

Date

7-21 

8-18

7-a

8-18

DlBCb. 

e.f.B.

13.6 

16.9

80.2 

75-9

KxlO' 

9ZVO

381* 

U01

527

532

Date

7-29 

8-25

7-29 

8-25

DlBCb. 

e.f.B.

15.7 

15.9

83.1 

8J.O

*2<>eC

^66*

sr

Date 

19^6

8- 1* 

9-29

8- 4

9-29

DlBCb.

O.f.B.

15.8 

11*. 8

82.5 

91.1

KjclOS

389

1*90

Index Ho. 

10-35-9

11-35-9

 Detailed analyels

(173)
Ilephant Butt* Projact, Haw Mexico and Texas, Subsoil Tatar* 

(Conductance)

location and Description

Note: In the following description* the townships and range* are referred to the Hew

Bcrlptlons and the water samples are by the Bureau of Reclamation; the analyses 

are by the Geological Survey.

RIHOOH DIVISION!

8-18-4 Sarfleld shallow well (206).

32290-11^10 of HI cor. sec. 8, 1.188., H.Uf.

SlBT. wall topi U, 101. 6l faat; ground surface 4.100.27 f»et.

35-1S-U Salem (hallo* well (207).

S1OS5SO of SW cor. sec. 35, TlgS. . JUMr.

liar. wall top: U079.97 fe«t; ground «urfaoe 1(077. sH feet.

35-19-2 Tonuco shallow well (209).

K2560-W530 of SI cor. «ec. 35. T.19S., H.2W.

SleY. wall top: 1*007.77 feet: ground «urfaoe lKX>6.12 feet.

10-19-3 Hatch (hallow wall (208).

H140-I960 of SW cor. sac. 10, T198., E.Jf.

Her. well top: VO53.H3 feet; ground surface U051.55 fast.

tasiLU. VALLir Division:

16-22-1 Dona Ana (hallow well (223).

H150-I2000 of SI Cor. sec. 16. T.22S., H.1S.

Her. well top: 3923.77 feet; ground surface 3922.02 feet.

16-23-1 Plcacho (hallow well (22U).

K6UO-W100 of SI cor. sec. 16, I.23S., E.1X.

BleT. well top! 3897. 3U feet; ground surface 3895.04 feet.

35-2J-1 Mesllla (hallow well (225).

8^20-12170 of 51 oor. eec. 35, T.238., H.1B.

Ilev. well tops 3882.H2 feet; grouoi surface, 3880.72 feet.

22-2U-2 Shallow well (3*).

S120-W100 of SI cor. sac. 22, T.2^S., E.2J.

lleT. well tops 3850.7!* feet; groimd Burfaoe 38U8.glt feet.

33-2U-2 Santa Toaas shallow well (226).

8SUO-X2390 of HI cor. sac. 33, T.sHs., E.at.

Kler. well tops 3851.25 feet; ground surface J8U9.35 feet.

6-25-3 Hesquite shallow wall (255).

S209O-S3SO of HI cor. see. 6, T.258. , H.3S.

Kiev, wall top: 3836.89 feet; ground surface 3835^08 feet.

20-25-3 Vado (hallow well (256).

H26>K>-tl600 of SB cor. sec. 20, I.25S., E.3S.

Slav, well top! 3819.79 feet; ground surface 3819.03 feet.

31-25-3 Shallow well (258).

H2630-S12UO of SW cor. sec. 31, T.25S., E.3S.

Bier, wall top! 3807.18 feet; ground surface 3S06.2H feet.

33-25-3 Shallow wall (257).

820-11760 of HI cor. eec. 33, T.25S., H.3B.

Bier, wall top: 3816.21 feet; ground surface 3313. Hi feet.
Elephant Butte Project, Heir Mexico and Texas, Subsoil Waters 

(Conductance)

Bate 

19^6

s- 5

9- 2

g- 5

9- 2

g- 5 9- 2

S- 5 9- 2

8- 5 9-30

s- 5 9-30

8- If

9-30

9-30

s- 5 9-30

9-30

9-30

9-30

9-30

Elev.

MogU.gT

1*071.74

1*001.97

4o44.50

3914.72

3883.62

3872.72

3843 . ?4

3841.15 

381*1.15

3«29. 7g

3x14.03

3799.81

3807.91

Kx!05 

9Z^°0

227 

208

168 

193

214

191

288

178

150 

143

300 

179

196 19!*

240

140 

140

1*63

307

233

327

Date 

1936

S-1C 

9-10

8-12 

9-10

8-12 

9-10

g-12 

9-10

8-12 

11-24

8-12 

11-24

S-12 

11-24

10-27

8-12 

11-26

10-28

10-28

10-28

10-28

Blev. 

v. &.

4094.48 

4093.82

4071.13 

4070.94

4000.95 

4001.97

4O44.20 

4044.10

3915.02 

3913.92

38g3.62 

3883.42

3872-52 

3872.32

3840.95 

3840.05

3829.38

3«13. >»3

3799.61

3807. 21

&clo5 

@2"i°C

275* 

202

194

230» 

187

189 176

167* 

l4o

247* 

192

223* 

184

170

164» 

H3

4 38

277

187

307

Bate 

19^6

8- 20 

10- 1

8-20 

10- 1

8-20

10- 1

8-20

10- 1

8-1S

8-19

8-19

11-24

8-19

11-25

11-C5

11-26

11-26

Kiev, 

w. a.

4093,92 

4093- "7

4071.19 

4071.47

4001.82 

4000.72

4044.25 

4043.70

3915.22

3883.62

3872.52

3842.44

3841.95

3829-18

3813.03

3799.41

3806.81

&C105 

®25eO

224 

198

205 

188

206 

184

186 

171

160

230

215

143

161

436

264

183

337

Bate 

1936

8-27 

11-27

8-27 

11-27

8-27 

11-27

8-27 

11-27

8-26

8-26

8-26

8-26

Her. 

w. &.

4094,67

4098.62

4071.14 

4071.09

4002.02 

4000.07

4044.30 

4043.70

391^.42

3883.52

3872.92

3*41.15

KxloS

^"i'O

219 

188

202 

180

201 

182

185

169

161

220

222

160

InJei No. 

8-18-4

35-18-4

35-19-2

10-19-3

16-22-1

16-23-1

35-23-1

22-24-2

33-24-2

6-25-3

20-25-3

31-25-3

33-25-3

 Detailed analyses 

82343 O 38 12

(175)
Elephant Butte Project, Hew Uexlco and Texas, Subsoil Waters - 2 

(Conductance) 

Index Ho.______________________Location and Description______________

9-26-3 Berino Bhallow well (259).

S15-I2600 of HW cor. Bee. 9, T.26S., £.31.

Ilev. well top: 3806.23 feet; ground eurfaoe 3804.28 feet.

19-26-3 Chaafoerino Bhallow well (227).

S800-I22SO of HI cor. see. 19, T.26S., B..J&.

HBV. well top! J801.88 feet! ground eurfaoe 3800.15 feet.

22-26-3 Shallow well (260).

H15-I2>f60 of SW oor. Bee. 22, T.26S., H.JS.

Kiev, well top! 3796.07 feet; ground surface 3793-95 feet.

3U-26-3 Anthony shallow well (228).

H150-WO of SI cor. sec. 3^, T.26S., E.JB.

Ilev. well top: 3787-O^ feet; ground eurfaoe 3785.57 feet.

16-27-3 L» Union Bhallow well (229).

N£0-11360 of SW cor. Bee. 16, T.27 S., £.31.

Her. well top 1 3780.9U feet; ground surface 3780.07 feet.

32-27-3 Shallow well (261).

S1J50-I2380 of HI cor. Bee. 32, T.27S., H.JI.

Ilev. well top: 3776.19 feet; ground surface 3772.5 feet.

10-28-3 Shallow well (262).

N2580-W100 of SI COT. Bee. 10, T.28S., E.3>.

Kiev, well top: 3756.68 feet; ground surface 375^.71 feet.

26-28-3 Montoya Bhallow well (230).

S1830-W110 of HI cor. Bee. 26, T.28S., £.31.

Bier, well top: 3749.70 feet: ground surface 37H7.02 feet.

6-39-k Shallow well (263).

S2080-W1300 of HI cor. Bee. 6, T.29S.. £.4Z.

Ilev. well top' 3736.59 feet; ground surface 3735.25 feet.

IL PASO TALLST, TEXAS:

7-31-6 Shallow well (26U).

H1000-nS50 of SI eor. see. 7. T-31S., H.6I.

Ilev. well top: 3683.6*1 feet; ground surface 3682.1 feet.

8-31-6 Shallow well (265).

E165O-I600 of SI cor. eec. S, T.31S., £.61.

HBV. mil top: 3687.92 feet; ground surface 3686.5 feet.

31-31-7 Shallow well (266).

H1U50-I1650 of SW eor. see. 31, T. 313., £.71.

HOT. well top: 3663.U6 feet; ground surface 3662.5 feet.

12-32-6 Soeorro shallow well (267).

H1350-W300 of SI cor. Bee. 12, T.32S., E.6I.

Iler. well top: 3657.95 feet; ground surface 3657.0 feet.

14-32-7 Shallow well (268).

H500-I500 of SW oor. Bee. U, T.32S., £.71.

Nlev. well top: 3656.2^ feet; ground surface 3655.0 feet.

20-32-7 Booth Bhallow wall (2W.

H1650-I1SOO of SW eor. see. 20, T. 323.. E.7I.

Iler. well top: 3&U9.1U feet; ground surface 3&7.20 feet.

(176)
Elephant Butte Project, New Mexico and Texas, Subsoil Waters - £ - 

(Conductance)

Date 

W?6

9-30

7-29 

S-26

9-30

7-29 

8-26

7-29 

S-26

9-30

9-30

7-29 

S-26

9-30

9-30

9-30

9-30

9-30

9-30

8- U

9-30

Elev.

3798.98

3791.95

3789.^*5

3730.57

3771.37

3765.50

37^9.71

37>'0.52

3730.95

3679.91*

3678.02

3658. U6

3652.95

36U7-71*

361*1.01* 

361*1.01*

Kxl05 

e2<5»0

296

ii*6 

113

265

336 

259

U69

261

1*03

1*02 

316

25>U

2l*6

251

1*>»6

9^.9

1619

1006* 

10l*2

Date 

19-56

10-28

8- 5 

9-30

10-28

8- 5 9-30

S- 5 9-30

10-28

10-28

8- 5 

9-30

10-28

10-28

10-28

10-2S

10-28

10-28

8-13

11- 2S

Elev.

W. f.

3798.^8

3791.38 

3791.55

3788.55

3779- 5>* 

3779-97

3770. Ui* 

3770.37

3765.00

37^8.91

3739.80 

37*0.32

3730.35

3679. i1*

3677.62

3657.26

3651.95

36*7. lU

36U0.9U 

36U0.1&

Kx!05 

®2-;oo

301

l»*9 

105

2U6

339 

259

368 "U7

256

396

385 

302

2573

£2U

236

397

932

1-531

995 

1092

Date 

19^6

11-26

8-12 

11-25

11-25

S-12 

11-25

8-12

11-25

11-25

11-25

8-12 

11-25

11-25

11-28

11-28

11-28

11-28

11-28

S-19

Elev. 

w. g.

3798.08

3791.95 3791.05

3788.35

3779-87 

3779.77

3771.27 

3769.27

376U.70

37^8.71

37^1.10 

3739.32

3730.25

3679. "A

3677. »*2

3656.96

3651. >*5

36>* 7. 3u

351*0. gu

Kx!05 aa'ioo

32U

1>*5» 

101

253

351*

321

1*89* 

383

21*7

1*01

360* 

307

2608

250

219

1*03

899

131*8

1008

Date 

10-56

S-19

8-19

8-19

8-19

8-26

Elev.

W. 8.

3791-85

3780.17

3771.37

371*0.72

361*1.01*

Kxlo5 

«2W

117

311*

1*8>*

322

998

Index Ho. 

9-26-3

19-26-3

22-26-3

3K-26-3

16-27-3

32-27-3

10- 28- 3

26-28-3

6-29-1*

7-31-6

8-31-6

31-31-7

12-32-6

U-32-7

20-32-7

 Detailed analyses

(177)
Hephant Butte Project, New Mexico and Texas, Subsoil Waters - 3 

(Conductance)

22-32-7 Shallow well (269).

S800-W2200 of HI cor. sec. 22, T.32S., R.7I.

Her. well top: 3&8.6^ feet; ground surface 3&7.1 feet.

32-32-7 San Hizario shallow well (2^5).

N2UOO-W2500 of SI cor. gee. 32, T.32S., E.7B.

Ilev. well top: 36^6.0 feet! ground surface 36U4.2 feet.

9-33-7 San Hisario shallow well (270).

SUOO-1100 of JTW cor. sec. 9, T.33S., E.7I.

Blev. well top: 3638.23 feet; ground surface 3635.8 feet.

2U-33-7 North shallow well (2>+6).

N240OW1500 cf SI cor. sec. 2^, T.33 S., E.7S.

Her. well top! 3621.52 feet; ground surface 3620.0 feet.

35-33-7 Lee "oar "tallow well (2^7).

N2500-I2200 of SI cor. sec. 35. T.33S., E.7I.

Elev. well top: 3618.53 feet; ground surface 3616.60 feet.

20-33-8 Shallow well (271).

S200OB1500 of HW cor. sec. 20, T.33S.. E.gl.

Her. well top: 3619.6^ feet; ground surface 3618.2 feet.

8-3U-8 Shallow well (272).

N25SO-I2110 of SW cor. sec. 8, T.3^S., B.3I.

Her. well top: 3603.1*2 feet; ground surface 3600.36 feet.

10-3U-8 Shallow well (275).

H2UOO-W600 cf SI cor. sec. 10, T.3>*S., B.3I.

Her. well top: 3597.06 feet; ground surface 3595.9

1U-3U-8 llllner shallow well (251).

S100-I1800 of NW cor. sec. lU, T.3^S., B.8I.

Her. well top: 3596.31 feet; ground surface 3591*-.? feet.

ll(_3U-g Shallow well (276).

H180O-I2300 of SW cor. sec. iH, .T. 3^3., E.gl.

Her. well top: 3585.61* feet; ground surface 358U.1 feet.

l6-3>»-S Shallow well (271*).

S120OW1900 of HI cor. sec. 16, f.^S., E.SE.

Hev. well top: 3598.65 feet; ground surface 3597.2 feet.

16-3U-8 Shallow well (303).

S2>*90-ElltOO of NW cor. sec. 16, I.-^S., E.SE.

Ilev. well top: 3598.55 feet; ground surface 3597.6 feet.

17-3U-8 Shallow well (302).

N1000-W860 of SI cor. sec. 17, T.3US., B.8S.

Eler. well top: 3598.88; ground surface 3597.2 feet.

20-3H-8 Shallow well (273).

S1300-I2UOO of HW oor. sec. 20, T.3US., E.SE.

Elev. well top: 3599.26 feet; ground surface 3597.9 feet.

22-3>»-S McMahon shallow well (2*>g).

N210O-W1900 of SE cor. sec. 22, T.3US., E.gE.

Her. well top: 3593.8 feet; ground surface 3592.5 feet.
Elephant Butte Project, New liexico and Texas, Subsoil Waters - 3 ~ 

(Conductance)

Date 19^6

9-28

8-1* 

9-30

9-30

8- 1* 

9-30

S~ 1* 

9-?g

9-28

9-28

9-28

8- 1* 

9-28

9-28

9-28

9-28

9-28

9-2S

8- 1* 

9-28

BleT.

V. 8.

3640.81*

3637.60 

3637.60

3631.95

3615.62 

3616.1*2

3612.53 

3612-53

3612.51*

3591.92

3591.66

3590.61 

3588.51

3571*. 1*

3593-15

3590.95

3591.38

3591.86

3587.10 

3587-50

KxL05 ®2-;°c

1*61-

159*

11*9

791

897* 

Si*S

U6i» 

1*50

H59

1*111*

21*7

258

1069

1*52

376

897

379

1071* 

527

Date 

I<tt6

10-28

8-13 

11-28

10-28

8-13 

11-28

8-13 

11-28

10-28

10-28

10-28

8-13 

11-30

10-28

10-28

10-28

10-28

10-28

8-13 

11-28

Bley.

361*0.11*

3638.60 

3636.1*0

3630.75

3615-72 

36l»*.72

3612.53 

3611.33

3611.1*1*

3597-92

3591.06

3589-91 

3588.1*0

3576.91*

3592.85

3592-95

3590.88

3591.26

3587- >*0 

3586.80

Kx!05 

SEW

1*56

156 

155

727

897 

836

1*71 

388

1159

1851*

232

306 

311

1081

1*1*5

385

1373

311

705 

508

Date 

19-?6

11-28

8-19

11-28

8-19

8-19

11-28

11-28

11-28

8-19

11-28

11-28

11-28

11-2.,

11-28

8-19

EleT.

3639.91*

3637.SO

3630.65

3616.32

3612.53

3611.1*1*

3597-92

3591.06

3589.51

3576.9U

3592.1*5

3592.05

3590.78

3590.96

3587-20

KxlOS 

®2WC

1*51*

172

650

891

1*76

1113

1780

2W*

309

1023

U6U

386

1096

285

589

Date 

I<tt6

8-26

8-26

8-26

8-26

8-26

Elev.

*. E.

3637.30

3616.02

3612.53

3590.31

3587- "*0

KxL05 

®2>5eO

189

877

1*75

268

570

Index No. 

22-32-7

32-32-7

9-33-7

2i*-33-7

35-33-7

29-33-8

S-3l*-8

10-3l*-8

Il4_3l*-g

il4_3U-g

16-3U-8

16-jU-g

17-3)4-8

20-3U-S

22-3>*-8

'Detailed aialyses

(179)
Elephant Butt a Project, Sew Mexico and Texas, Subsoil Waters - 4 

(Conductance) 

Index Ho.__________________Location and DeecriTition 

24-34-8 Shallow well (277).

N900-W600 of SE cor. sec. 24, T.34S'., B.SK.

Elev. well top: 3587.59 feet; ground surface 1585.8 feet.

24-34-8 Schairer shallow well (250).

H200-S1600 of SW cor. sec. 24, T.34S., B.SK.

Elev. well top: 3590.07 feet; ground surface 3587.9 feet.

25-34-8 Shallow well (306).

S700-W2100 of MS cor. sec. 25, T.34S., E.SK.

Bier, well top: 3588.31 feet; ground surface 3586.7 feet.

25-34-8 Shallow well (307).

S2400-K1400 of HIT cor. sec. 25, T.34S., E.SE.

Elev. well top! 3587.62 feet; ground surface 3586.0 feet.

25-34-8 Mebue shallow well (249).

H1710-S1170 cf SW cor. sec. 25, T.34S., E.SK.

Kiev, well top: 3586.43 feet; ground eurface 3585.30 feet.

26-34-8 Shallow well (278).

H400-W400 of SI ccr. sec. 26, T.34S., B.SE.

Elev. well top: 3587.76 feet; ground surface 3586.5 feet.

35-34-8 Shallow well (279).

S800-W1500 of HI cor. sec. 35, T.34S., R.SK.

Slev. well top! 3587.76 feet; ground surface 3585.3 feet.

36-34-8 Shallow well (282).

H1500-W500 of SB cor. sec. 36. 1.348., B.SE.

Zlev. well topi 3584.52 feet; ground surface 3583.0 feet.

30-34-9 Shallow well (280).

H1500-W800 of SB cor. sec. 30, T.34S., E.9S.

Kiev, well top: 3581.41 foet; ground surface 3579.9 feet.

30-34-9 Shallow well (301).

S160-W2070 of SS cor. sec. 30, T.34S., B.gS.

Slev. well top: 3582.22 feet; ground eurface 3580.6 feet.

31-34-9 Shallow well (281).

S1900-S1000 of OT cor. eec. 31, T.34S., R.9K.

Blev. well top: 35S3.1U feet; ground surface 3581.9 feet.

31-34-9 Hendereon shallow well (252).

B100-K160 of SW cor. sec. 31, T.34S., E.9B.

Blev. well top: 3582.55 feet; ground surface 3582.40 feet.

31-34-9 Shallow well (287).

B1300-K2400 of SW cor. eec. 31, T.34S., E.9S.

Blev. well top: 3582.0 feet; ground eurface 3580.1* feet.

31-34-9 Shallow well (286).

B2100-W1400 of SS cor. sec. 31, T.34S., E.g!.

Blev. well top: 3530.08 feet; ground surface 3578.4 feet.

32-34-9 Shallow well (285).

S1300-B200 of OT cor. eec. 32, T.34S., R.9K.

Blev. well top: 3581.0 feet; ground surface 3579.7 feet.

(180)
Elaphant Butte Project, Hew Mexico and Texas, Subeoil Waters - 1* - 

(Conductance)

Bite 

1?16

)-28

5- U 

HV28

'J-2S

)-28

3- U 

1V28

?-28

?-28

9-28

9-28

9-28

9-28

3- U 

10-29

9-28

9-28

9-28

Elev.

w. s.

3580.29

3582.1*6 

3581-77

3580.31

3520.72

3580.21

3579.^3

35S0.36

3580.36

3577-92

357"*.si

357S.>»2

3575-*

3576.51 

3571-95

3572.20

3573.68

3573-80

KxloS 

@zw

U2l*

350*

538

U2U

1098*

776

327

2U3

560

1*90

216

895»

1*51*

728

3oU

Bate 

W56

10-2S

8-13

11-28

10-28

10-2S

8-13 

11-28

10-28

10-28

10-29

10-29

10-29

10-29

g-13 

11-30

10-29

10-29

10-29

Her.

W. E.

3579.79

35S2.J6 

3581.57

3579-Sl

3580.32

3580.31 

3579. >*3

3579-66

3579-96

3577.32

3575- »n

3575.52

3571*.31*

3576.71 

3575.75

3573.00

3573-58

3572.80

KxloS 

S2t50C

375

339 

320

519

803

1128 

1050

U59

302

238

51*

1*73

191*

885

956

i*7U

735

300

Date 

1936

11-28

8-19

11-28

11-28

8-19

11-28

11-28

11-30

11-28

11-30

11-30

8-19

11-30

11-30

11-30

Elev.

W. 5.

3579.79

3582.56

3579.71

3580.12

3580.ll

3579.76

3579-96

3575-82

357^.01

357M2

3574.olt

3576.31

3571.10

3572.28

3572.1*0

KxlOS 

92'5°C

&

356

503

781*

1110

360

296

215

555

U6o

197

909

U21

711

356

Date 

1<H6

8-26

8-26

S-26

Her. 

w. s.

3582.56

3583.10

3576.81

KxioS 

92>5"C

3^2

1108

921

Index Ho. 

A- 3!*- 8

Sl_ 3!*- 8

S5-3U-8

25-314-8

25-3»t-8

26-314-8

35- 3^8

36- 3^8

30-311-9

30-314-9

3l-3>»-9

31-314-9

3l-3>*-9

31-3H-9

32- 3^9

 Detailed analyses

(181)
Index So.

Elephant But to Project, He* Mexico and lexae, Suosoil Waters - 5 

(Conductance) 

_____________Location and Description_________________

32-3U-9 Shallow well (SSk).

S300-E1300 of HW oor. eec. 32, T.3l»S., B.9B.

Kiev, well topi 3579.0 feet; ground surface 3578.6 feet.

3>3l|-9 Shallow well (288).

NIUOO-IUOO of SW cor. gee. 33, !.3>tS.. E.gB.

Elev. well top: 3576.(A feet; ground surface 3573.9 feet.

1-35-8 Shallow well (283).

S500-W800 of HE cor. sec. 1, T.35S., E.O.

Elev. well top! 3583.97feet; ground eurface 3582.3 feet.

 V35-9 Shallow well (296).

N100-W700 of SI oor. eeo. 3, T. 35S., B.9E.

Kiev, well top! 3566.8^ feet; ground surface 356U.7 feet.

lt-35-9 Shallow well (292).

Sl«X>-fl200 of HE cor. see. U, T.35S., B.9E.

Elev. well top: 3571.25 feet; ground surface 3569.!* feet.

U-35-9 Malone Ho. 1 shallow well (253).

S950-E1650 of HW cor. sec. U, T.35S., B.9E.

Elev. well top: 3573.J1* feet; ground aurface 3572.UO feet.

14-35-9 Shallow well (309).

S2500-E2DOu of BW cor. sec. U, T.35S., E.9S.

Elev. well top! 3573.81 feet; ground surface 3572.3 feet.

lt-35-9 Shallow well (293).

N1200-E500 of SW cor. eee. U, T.35S., E.9E.

Elev. well top: 357U.02 feet; ground aurface 3572,*( feet.

5-35-9 Shallow well (289).

SlOO-Wgoo of Bl cor. eec. 5, T.35S., R.9S.

Slev. well top: 3575-33 fset; ground surface 3573.5 feet.

5-35-9 Shallow well (290).

S1500-E2UOO of NW cor. sec. 5, T.35S., R.9E.

Kiev, well top: 3577.17 feet; ground surface 3575.U feet.

5-35-9 Shallow well (291).

NlUOO-E900 of SW cor. sec. 5, T.35S.. E.9E.

Elev. well top: 3576.32 feet; ground eurface 3575.1 feet.

6-35-9 Shallow well (308).

S1500-E2000of HW cor. eeo. 6, T-35S., B.9K.

Elev. well top: 3580.82 feet; ground surface 3579.3 feet.

7-35-9 Ualone No. 2 shallow well (251*).

S1000-Wl«>0 of HE oor. sec. 7, T.35S., E.9S.

Elev. well top: 3576.9 feet; ground surface 3575.5 feet.

8-35-9 Shallow well (295).

S1800-K2500 of HW cor. sec. 8, T.35S.. E.9S.

Elev. well top: 357>*.56 feet; ground surface 3572.8 feet.

8-35-9 Shallow well (egU).

S50O-W900 of HE cor. sec. 8, T.35S., E.9E.

Elev. well top: 3572.1J feet; ground surface 3570.1 feet.

10-35-9 Shallow well (298).

N2000-E700 of SW cor. sec. 10, T.35S.. E.9E.

Elev. well top: 3567.U3 feet; ground surface 3565.1> feet.

(182)
Elephant Batte Project, Hew 

(Cond\

Mexico and Texas

ictance)

SubBOil Haters. - 5 "

De.e

1216

9-28

9-28

9-28

9-28

9-28

& 1* 

10-29

9-28

9-28

9-28

9-28

9-28

9-28

8- U 

9-28

9-28

9 28

9-29

De

Elev.

3572.20

3569.31*

3578,,

3561.01*

3565.95

3566.62 

3566.31*

3566.51

3567-22

3569. H3

3569.97

3568.62

3573.52

3568.50 

3570.30

3570.1*6

3567.73

3560.63

ailed ans

S°o

"57

1*31

-

319

611*

1395*

225

1*67

339

356

722

2l*9

552* 371*

322

313

262

lyses

Date 

19^6

10-29

10-29

«,

10-29

10-29

11-30

10-29

10- S3

10-29

10- sg

10-29

10-29

8-13 

11-30

10-29

10-29

«

EleT.

W. B.

3571-50

3568.1*1*

3577. >H*

3560.51*

3565.85

3566.62 

3566.W*

3566. 21

35&1*. 82

3568.73

3569-17

35&8.12

3572.82

3569.UO 

3568.60

3568.66

3565.33

3559-73

'oew

1*2

1*28

368

318

612

131*9 951

207

385

3>*1

1*00

705

273

1*53 

516

293

298

233

Date 

19^6

11-30

11-30

11-30

11-30

11-30

8-19

11-30

11-30

11-30

11-30

11-30

11-30

8-19

11-30

11-30

11-30

Kiev.

3571.70

3568.1*1*

3576.3U

3560.ll*

3565 ."55

3566.1*2

3565.91

3565.02

3569.73

3568.97

3567.62

3572.02

3569.1*0

3568.36

3565.23

3558.73

Kxlo5

m

^

363

31*9

»

«.

208

388

335

1*31*

705

233

U17

321*

328

208

Date 

1976

8-26

8-26

Elev. 

«. s.

3567.72

3569.20

KilO?

ll*05

Ul5

Index Ho.

33-31*-9

1-35-8

3-35-9

U-35-9

it-- 35-9

U.-35-9

i*-35-9

5-35-9

5-35-9

5-35-9

6-35-9

7-35-9

8-35-9

8-35-9

H>-35-9

(183)
Elephant Butte Project, New Mexico and Texas, Subsoil Waters - 6 

(Conductoice) 

_____________Location and Description_________________

10-35-9 Shallow well (297).

S1000-W2000 of KE cor. seo. 10.T.35S., H.9E.

Elev. well top: 3565.13 feet; ground eurface 3563.14 feet.

11-35-9 Shallow well (299).

H1700-W1200 of SE cor. sec. 11, T.35S., H.9E.

Elev. well top: 3562.1 feet; ground surface 3560.8 feet.

11-35-9 Shallow well (300).

H500-W1600 of SE oor. sec. 11, T.35S., H.9E.

Elev. well top: 3562.66 feet; ground surface 3561.7 feet.
Elephant Butte Project, New Uezico and Texas, Subsoil Waters - 6 - 

(Conductance)

Date 

tftf

9-29

S-29

f-29

Elev.

3560.1*3

3558.00

3556.96

Kx!05 

«2!ieC

392

697

1613

Date 

19^6

10-29

10-29

10-29

Elev.

3559-33

3556.30

3555-76

Kx!05 

92W

390

686

1669

Deto 

19-56

11-30

11-30

11-30

Elev.

T. S.

3559.33

3556.80

3555.86

KxloS @2<5°c

389

667

17>*0

Date 

1916

Elev. Kx!05 

@25°C Iidex Ho. 

l(>35-9

n-35-9

11-35-9

(185)
San Lola Valley, Colorado, Surface Waters 

(Dstailed Analyses)

_Loc riptlo

Bbtes In the following descriptions the discharges In cubic feet per second, when reported, 

were determined at the time of sampling. In addition to the constituents reported 

In the table, the analyses usually included Iron, boron, and fluorlde. The values 

for these constituents are usually low and they are reported with the location 

description only when they are high enough to warrant mention; In the case of boron 

when higher than 0.55 PP">. and of fluorlde when 1.0 ppm. or more. Except as otherwise noted, the samples and analyees are by the Geological Survey.

Streams:

5-^3-12 North Crestone Creek near Crestone, Colo. 0*2?;.

Seo. 5, T.U5H., B.12E., N.ii.P.li.; 1-1/2 miles above Crestone In canyon. 

G.H. 1.03; much. 9.6. Coll. June 2U. 1936 by W.W.

li-l-l Willow Creek, near Crestone, Colo.

Sec. H, T.1N., E.12., (Baca Grant Survey); J miles southeast of Crestone, Colo. 

S.H. 1.?^; Diseh. 5.9. Coll. June 2>t, 1936 by W.W.

9-1-1 Spanish Creek, near Crestone, Colo.

About sec. 9, T.1N., B.1E., (Baca Grant Survey); 5 miles southeast of Crestone, Colo. 

S.H. 1.03; Diseh. 2.3. Coll. June 2U, 1936 by W.W.

2-1-1 Deadnau Creek, near Creetone, Colo.

Sec. 2, T.1S.. E.12., (Baca Grant Survey); & miles southeast of Crestone, Colo. 

June 2\, 1936, G.H. 0.76; Disch. 5.5. Coll. W.W. November 11, 1936, S.H. 0.68 

Coll. R.H.F.

28-1-1 Cottonwood Creek near Crestone, Colo. (U30).

Sec. 28, T.1N., E,1E., (Baca Srant Survey); at Cottonwood mining camp ft miles south 

of Crestone. June 2U, 1936, G.H. 1.09, Dlseh. 5.5. Coll. by W.W.

12-29-72 Ute Creek at Porks, near Ft. Sarland, Colo.

Sec. 12, T.29S., E-72W., Sixth. Prin. Mer.; 150 yarde below Forks, 9 miles northeast 

of Fort Sarland, Colo. July 9, 1936, S.H. 0.95. Coll. by R.H.A.

2-30-72 Ute Creek near Fort Sarland, Colo.

See. 2, T.30N., E.72W., Sixth Prin. Mer.; 2-1/2 miles northeast of Fort Sarland, Colo. 

July 8, 1936, S.H. 0.3U. Coll. R.H.A. November 11, 1936, S.E. 0.78. Coll. E.P.H.

31-25-73 Sand Creek near Crestone, Colo.

See. 31, T.25S., R.73*-, Sixth Prln. Her.; on edge of sand dunes, lU miles southeast 

of Crestone, Colo. June 2lt, 1936, G.H. 1.11, Disch. 13.7. Coll. W.W. July S, S.H. 

0.73, Disch. 7.73. Coll. E.H.P. Nov. 11, 1936, O.H. 0.81. Coll. H.H.P.

23-?0-72 Sangre de Crlsto Creek near Fort Sarland, Colo. 0*20).

Sec. 23, T.30S.. E.72W., Sixth Prin. Mer.; at highway bridge 1-1/2 miles east of Fort 

Garland. July 9, 1936, G.H. 0.87, Dleeh. 3.18, Nov. 11, S.H. 1.30. Coll. E.B.H.

35-30-73 Sangre de Cristo Creek, above Smith Reservoir, near Blanca, Colo.

Sec. 35. T.30Si, E.73W., Sixth Prln. Her.; near highway bridge on county road, 3/1* 

mile above highwater line of Smith Beeervoir, 2 miles south of Blanca, Colo. Coll. 

July 10, 1936.

2-31-71 Trinchera Creek above Turner's Ranch near Fort Garland, Colo.

See. 2, T.31S., E.71W., Sixth Prin. Mer.; Just above Turner's Banch, 7 miles eoutheaet of Fort Garland. July 10, 1936, G.H. 0.95, "ov. 11, G.H. 0-96. Coll. E.R.H.

31-30-71 Trlnchera Creek above Mountain Home Reservoir near Tort Garland, Colo, 0*18).

See. 31, T.30S., E.71W., Sixth Prin. Mer.; 1,000 ft. above Mountain Home Eeservoir; 

5 miles southeast of Tort Garland. July 10, 1936, G.H. 0.95, Diseh. 17. Coll.R.H.A. 

Nov. 11, G.H. 0.56. Coll. B.E.H.

(126)
San Luis Valley, Colorado, Surf ace Waters 

(Detailed Analyses)

Laboratory 

'o.

1*1*1*6

M

1=,1*1*8

if 997

1^,450

,503

l'70l 

ItOOO

i|693 

K 001

1'700

11,999

1>699

i:g

T.502

Conduct 

ance

8.8

6.8

6.5

6.0 

6.7

8.0

7.7

21.1 

12.fi

8.0

7-8 

7-3

32.5 

32-3

30.1

11.8 

11.8

16.1

IDS. 

tone 

per 

acre

.07

.06

.06

.15 

.06

.07

.19

.19 

.10

.14 

.07 

.06

.35 

.28

.28

.10 

.10

.13 

.12

Percent 

Sodium

ll*

17

17

21

5

24

15

15 

5

19 

19 

5

16 

5

ll*

15 

9

13 

7

Percent 

Chloride

~

"

5

-

2.3

0.1* 

2

2

1 

3

3

3

1

2

1.2 

2

Silica 

(Si02 

Pom

6.5

12

6.5

71 

5-6

16

91

20 

7-8

61 

7.8 

5- 1*

62 

26

28

10

15 

9.8

M

Calci- 

(Ca)

.65

.«

..,

A

*

 55

1.70 

.90

.1*0

2.1*0 

2.30

2.15

 70 

 70

1.00 

.30

Magnesium

(He)

.12

.12

.13

.12 

.12

.12

.18

 30

.29

 25

.16

.18

 38 

.80

.60

 35 

.35

.1*8

llierai

Sodi- 

(Na)

.11

.11

.11

.12

.03

.17

.12

.29

.06

.lU 

.09 

.03

.48 

.18

.41

.15 

.10

.20 

.10

n eauiv

Potassium

(K)

.02

.01

.02

.02

.02

.02

.05

.02

.05

.06

 05

 03

 03

slent -a r 111 e

Bicarbonate

(HCO-O

 77

 59

 56

.46 

.1*1

 52

.67

2.07

1.13

 57" 

 57 

 51

3.26 

2.79

3.10

1.00

1.00

1.1*9 

1.28

Sulphale

.(8

,7

.<9

' I

..,

-

!l>8

.: i

.'.2

: : ;7

.a

 -5

. .2

.-3 

. .2

Chloride

(Cl)

.01

.01

.01

.01 

.01

.01

.02

.01 

 03

.01 

.01 

.02

.10 

.10

 05

.00 

.02

.02 

 03

Ifitrate

(HOj)

tr.

tr.

.01

tr. 

.02

tr.

tr.

.00 

.00

tr. 

.00

.00

.00 

.00

.00

.00 

.00

tr.

.00

Indsx Ho.

5-4>12

4-1-1

9-1-1

2-1-1

28-1-1

12-2S-72

2-30-72

31-2^-73

2>3Ci-72

35-30-73

2-31-71

31-30-71

 Includes carbonate (COj)

(187)
San Luis Valley, Colorado, Surface Haters - 2 

(Detailed Analyses)

5-31-73 Trinehsra Creek below Smith Heservoir near Blanca, Colo. (Ul9).

Sec. 5, T.31S., B.7JW., Sixth Prin. Her.; 1 mile below Smith Reservoir in Rattlesnake 

Canyon 5 miles sonthwsst of Blanca. July 10, 1936, O.H. 0.76, Disch. 6.66. Fluoride, 

1.3 ppm. HOT. 11, O.H. 1.50. Coll. E.B.H.

35-3-72 Culsbra Creek at San Luis, Colo. (1*23).

SBC. 35, T.3N., B.72W., (Bsaubien and Miranda Grant Surrey); 1 mile above concrete 

bridge at San Luis. July 16, 1936, G.H. 1.78, Diseh. 126. Sample Ho. 15905 ie 

from seepage spring just above gage and at mouth of Tillage Creek. Coll. Sept. U, 

1936 by H.G.B.

ll-Uj-6 Saguache Creek near Saguache, Colo. 0*27).

Sec.-11, T.U5N., B.6E., N.U.P.M.; 10-1/2 miles northwest of Saguache. 

Coll. July 16, 1936 hy H.D.C.

?6-U2-6 Carnero Creek near La Garita, Colo. 0*26).

Sec. 26, T.U2H.. E.6E., N.M.P.M.; at O'Dell Ranch 3 milss northwest of La Garita. 

Coll. HOT. 9, 1936 by E.E.H. O.H. 0.26.

li(_l(O-U Bio Orande at Farmers Union Eeeervoir.

Sec. lU, T.ltON., B.U*., H.M.P.M.; about 20 milee southwest of Creeds. Colo. 

Coll. June 17, 1936 by C.S.H.

21-U2-3 Clear Creek at Continental Eeeervoir, Colo.

Sec. 21, T.U2H., E.3W., H.M.P.M. Coll. June 17, 1936 by C.S.H.

27-U2-3 Spring or Clear Creek below Continental Eeeervoir, Colo.

Sec. 27. T.U2H., B.3*.. H.U.P.M.; 0.5 mile below Continental Dan. 

Coll. June 17, 1936 by C.S.H.

22-U1-2 Clear Creek at Santa Maria Eeeervoir, Colo.

Sec. 22, T.U1H., R.2W., N.M.P.M. Coll. June 17, 1936 by C.S.H.

8-ltl-l Bio Orands at flaeon, Colo. (>K>1).

NE1/U sec. 8, T.ltON.. R.1E., N.M.P.M.: at Wason siding 3 milee southeast of Creede. 

Dec. 3, 1936, G.H. 0.5^ (ice conditions). Coll. J.E.B.

26-Ul-l Bio Orande at Wagon Whsel Oap, Colo.

Sec. 26, T.UlN., E.1E., N.M.P.M.; at side of proposed dam. 

Coll. June 17, 1936 hy C.S.H.

30-14.0-5 Bio Brands near Del Horts, Colo.

Sec. 30, T.ltON., B.5I., H.U.P.M.; at head of Bio Orande Canal. Coll. July 15, 1936, 

No. 15373 by C.S.H. and No. EE773 by fl.A.L.(the latter analyzed by the Stats of Texas).

glt-39-7 Rio Orande nepr Monte Tista, Colo. (kOS").

Sec. 2U, T.39N., E.7B., N.M.P.M.; at highway bridge 2 miles north of Monte 71 eta. 

Zsro of gage is 7,656.78 feet above sea level. Ho. 15376 from Monts Tista Canal at 

Ounbarrel Boad. Coll. June 16, 1936 by T.H.B. and C.S.H, Ho. 16118 coll. at river 

station Dec. ^, 1936 by J.E.E. G.H. 1.12 (ice conditions).

10-37-10 Bio Orande at Alamosa, Colo. (1*03).

Sec. 10, T.37N., B.10E., N.M.P.M.; 1/1» mils northwsst of city limits. Zero of 

gage is 7,533.66 feet above sea level. Coll. July 18, 1936 by L.F.H., and Ho. 

16119 Dec. U by J.B.B. O.H. 1.67 (ice conditions).

35-36-11 Bio Grands above mouth of Trinchera Creek near La Sausee, Colo. (UoU).

Sec. 35, T.36H., B.11S., N.M.P.M.; l/U mile above mouth of Trinchsra Crsek. and 5 mile* north 

Nov. 11, 1936, G.H. 1.67. Coll. by J.8.I. (of La Sausss.

(128)
San Luis Valley, Colorado, Surface Waters - 2 - 

(Detailed Analyses)

Labor 

atory 

Ho.

15697

16006

151*58

15905

15U60

15998

15395

15391

16117

1539E

1537} 

SE77:

1537f

16ns

15455'

'

1612C

Conductance

«£c

33-1

28.7

20.0

33.6

13.0

19.8

1+.6

6.2

12.8

5.7 

16.3

6.U8 

7-7

16.6

28.6

19.3

32.6

IDS.

tons

per

acre 

foot

.29

 ?3

.20 27

.11*

.20

-

.13

-

.07

.16

.26

.19

.30

Percent

Sodi19

10

20

6.3

24

11*

--

11

-

20

15

35

IS

21

Percent

Chloride

3-1

2

1*

U.1+

1.5

3

--

2.7

-

10

3.8

7

l+.S

6.8

Silica

(SiOji 

Pom

22

13

32

15

30

3,

-

26

-

;;

27

33

28

31

Hi]

Calcium

(Ca)

2.25

1.95

1.25

2.80

.80

1.25

~

 75

-

.1+1*

1.00

1.1+0

1.10

1.80

Magnesium

(tit)

."+9

 72

.1+1*

.61

.23

 47

--

.26

--

.22

 33

.52

.44

 74

Her am eauivs]

Sodium

(Ha)

 57

.29

 38

.23

.27

.29

--

.12

"

 17

.*

 91

.3^

.68

PotasBium

(K)

.07

.05

.06

-

~

~

-

"

.11

~

-

ent oe

Bicarbonate

(HCOi)

3-25

2.59

1.75

3-23

1.16

1.62

.i+s

.52

.85

.46

 79

.60

 52 i.a

2.02 1.43

1.67

liter

Sulphate

(SOH)

.07

 27

.23

.23

.15

 31

.01+

3hloride

(Ci)

.11

.07

.06

.06

.02

.06

.03 

.03

 03

 23 -03

.10 .06

.09 .08 

.10 .08

.29 .06

.67 .20

.35 -09

1.31 .21

Hitrate

Cuo3 )

.00

.00

.02

.10

tr.

.00

"

.00

-

;;

.00

tr.

.00

.01

Index Ho.

5-31-73

35-3-72

11-45-6

26-42-6

21-42-3

8-4l-l

26-1*1-1

24-39-7

10-37-10

35-36-n

(189)
San Luis Valley, Colorado, Surface Waters - 3 -

(Detailed Analyses) 

______Location and Description___________

Bio Grande below Las Sauses, Colo.

In Sll/1* sec. 14, T.34N., B.11B., N.M.P.M.; at highway bridge about 3 niles below

Las Sauses. Coll. June 18, 1936 by W.A.L. Analyzed by the State of Texas.

31-35-7 Bock Creek near Monte Vista, Colo. (1*09).

Sec. 31, T.3«N., B.7I., N.M.P.M.; 11 miles southwest of Monte Vista.

Nov. 12, 1936, G.H. 0.30. Coll. I.E.H.

7-37-10 Rock Creek near Alamosa, Colo. (1*10).

SE1/1* sec. 7, T.37N. ,8.101. , N.M.P.M. j 11 miles southwest of Monte Vista. 

Nov. 10, 1936, O.H. 0.91*. Coll. I.B.H.

21-37-10 Roek Creek near Alamosa, Colo.

Sec. 21, T.37N., R.lOJi., N.M.P.M.: at bridge on highway between La Jara and 

Alamosa, 0.5 mile north of Warerly Drain. Coll. T.W.R. and C.S.H. June l6, 193&.

1-37-7 Spring Creek, south of Monte Vista, Colo. (UlOa)

Sec. 1, T.37N., E.7I., N.M.P.M.; 7 miles south of Monte Vista at bridge on Ounbarrel Road. No gage. No. 1537^ coll. T.W.B. and C.S.H., June 15, 1936; No. 

151*57 from Sl/2 see. 12, T.37N., E.71 from broken basalt, many orifices, Temp. 

59.50F. Coll. July 16, 1936 by T.W.B.

12-35-8 Alamosa Creek below Terrace Reservoir, Colo.

At east line of see. 11, T.35N., B.SE., at highway crossing. Coll. June 16, 1936 

by T.f.B. and C.S.H.

6-35-10 La Jars Creek below Empire Canal near Sanford, Colo. (4l6).

See. 6, 1.358., E.10B., N.M.P.M.; 120 feet below diversion of Empire Canal; 3 

miles north of Sanford, Colo. No. 15379 coll. at highway crossing between 

sees. 16 aid 17, T.35N., B.9I., June 16, 1936; No. 15696 coll. at gaging station 

July 18, 1936 by W.D.C.

6-33-6 Conejos Elver at Cumbres Pass Bead, Colo.

KE1/4 see. 6, T.33N., E.6E., H.M.P.M.; about 18 miles west of Mogote, Colo. 

Coll. June 14, 1936 by W.A.L. Analyzed by the State of Texas.

9-33-6 Oonejos Elver west of Antonito, Colo.

See. 9, T.33H., B.6E., N.M.P.M.; in grounds of Menkhaven Ranch. 

Coll. June 16, 1936 by T.W.E. and C.S.H.

34-33-7 Conejos Elver near Mogote, Colo. (4Sl).

Sec. 31*. T.33N., R./E., N.M.P.M.; at Broils bridge 5 miles west of Mogote, Colo. 

Hov. 10, 1936, &.H. 1.91. Coll. by R.H.P.

17-33-9 Conejos Eiver north of Conejos, Colo.

See. 17, T.33K., B.9S., N.M.P.M.; at highway bridge north of Conejos. 

Coll, June 16, 1936 by T.W.R. and C.S.H.

S-35-11 Conejes River near La Sauses, North Channel (1*22).

See. 2, T.35N., E.11I., N.M.P.M.; 50 feet below highway bridge; 1/2 mile above mouth. 

No. 15475 coll. July 1936; No. l60gl* coll. Nov. 9, 1936 by B.H.P. O.H. 1.06.

21-34-10 San Antonio Eiver near Uanassa, Colo.

See.21, T.34N., R.10E., N.M.P.M.; near mouth of river.

No. 15384 coll. June 16, 1936 by T.W.B. and C.S.H.; No. 15466 coll. July 7, by B.H.A.

S.H. 0.4l*.

(190)
San Luis Valley, Colorado, Surface Waters - 3 - 

(Detailed Analyses)

laboratory 

Ho.

15771*

13002

1'J003

i?3«9

15371* 

151*57

15378

1'5379 

15696

SS772

15383 

15083

15382

I'j^TS 

IDOSU

l',38l* 

lji*66

ConduetKiloS 

««5»C

71.5

7-3

52.8

63.8

33-3 

3L5

10.6 

Ik. 8

36.0

i*.6l*

5-1 

9-0

6.0

22.8 

1>*.5

ll.l 

22.2

IDS.

tone 

per 

acre 

foot

 72

.11

.H8

-

 32

"

 31*

 05

.09

-

 23 

.16

.20

Percent 

Sodi37

12

35

-

1*0

"

38

16.U

l*.g

-

29 

18

19

Percent 

Chloride

6.3

3

9.3

-

5

--

3- 1*

9.1*

1.2

-

L

7

Silica 

(SiOg

-

32

1*0

-

66

~

21

-

20

~

39 

32

26

Calcium

(Ca)

3-57

.1*2

2.65

-

1.1*0

-

1.55

 36

.60

-

1.20 

 90

1.1*0

V Magneto)

1.23

.21

.82

-

 52

-

 51

.15

.20

--

 39

 31*

."*9

llizrai

Sodi- 

(Na)

2.72

.09

1.90

-

1-17

-

1.17

.10

.01*

--

 57 

 27

.37

n eauiv

Potae8iUJQ

(K)

.08

~

"

-

 13

-

.09

-

~

-

.10

.07

ilent T>

Bicarbonate

(HCOj)

2.70

.62

3.05

3.08

2.79 

2.67

 33 

l.fci*

2.07

 >0

 yy 

 75

 >*3

1.6U 

1.25

,B9 

1.921

r 11 be

Sulphate

(SC,)

!*.«

.37

1.51

3.*

1-39 

.1*0

1.12

 52 

1.27

.05 

.36

.08

.36

o1* 

.21

.:6

.53

Chloride

(Cl)

.1*8

.02

.1*8

 79

.11 

.16

.11

.11

.05

.01

.06

.07 

.01*

.03 

.16

Hitrate

(SO,)

tr.

.00

.02

-

.02

-

.01

.00

.00

-

tr.

tr.

Index Bo.

1U- 3)4-11

31-38-7

7-37-10

21-37-10

1-37-7

ll-3'j-8

6-35-6

3"-35-7

17-3.5-9

2-35-11

21- 31*- 10

 Includes carbonate (OOj) 

82343 O 38 13

(191)
San Lois Valley, Colorado, Surface Waters 

(Detailed Analyses)

Location laid

12-41-8 

19-1*0-11 

13-1*0-9

25-1*0-10 

3l(_Uo-ll

26-1*0-11 

35-1*0-11

5-39-9 

3*1-39-9 

12-37-8

26-3S-9 

29-37-10

5-36-9

Drains:

Glbson Drain northeast of Center, Colo.

Sec. 12, T.UlH., B.SZ.. S.W.P.W. Coll. June 15, 1936 1>y W.A.L.

Analysed 1>y the State of Texas.

Tamers Union Drain near Hooper, Colo. C*31).

Sec. 19, T.UOH., B.lll., S.W.P.W.; at county road crossing 6 miles southeast of

Hooper. Coll. Hoy. 1J, 19J6 by E.H.H. G.H. l.gj.

San Luis Valley Irrigation District Drain.

See. 13, T.ltOH.. B.9I., S.W.P.W. Coll. June 18, 1936 by W.A.L.

Analyzed by the State of Texas.

San Luis Valley Irrigation District Drain.

Sec. 28, T. 1)011., E.10B., N.W.P.W. ; 3 niles north of ilosca, Colo.

Coll. June 15, 1936 by W.A.L. Analyzed by the State of Texas.

San Luis Valley Irrigation District Drain near nouth.

Sec. 3U, T.ltOH., E.11B. , S.M.P.M. ; about 1 nile west of San Luis Lake.

Coll. June 15, 1936 by T.W.E. and C.S.H.

San Luis Lake, north end C+33).

Sec. 26, T.ltOH., E.11B., S.W.P.W.; at north end of San Luis Lake near well

(HH26B1 H-2). Coll. HOT. 13, 1936 by A.D.G. ; Tluoride 1.6 ppn.

San Luis Lake, south end . 

InHWl/U of SW1/U sec. 35, T.l+ON., B.11S., at south end of San Luis Lake near 

mil (11H35L 8-1). Ho. BS782, coll. June 15, 1936 by W.A.L.; Analysed by 

the State of Texas; Ho. 15366 coll. June 15, 1936 by T.W.B. and C.S.H. ; Ho. 

16030 coll. HOT. 13, 1936 by A.D.G. ; Tluoride l.U ppm.

Bio Orande Drain west of Mo sea, Colo.

Sec. 5, T.39H., H.9S., S.W.P.W. Coll. June 18, 1936 by W.A.L.

Analyzed by the State of Texas.

Bio Grande Drain near llonte Vista, Colo. (1)07).

Center south line of sec. 34, T.39N., E.9E., H. II. P.M.; about 9 miles east

of Monte Vista. Coll. July 18, 1956.

Bowen Drain near llonte Vista, Colo. (U08).

Sec. 12, T.37N., E.SK., S.U.F.M. ; 50 feet below siphon crossing of Empire Canal 

10 idles southeast of Monte Vista. Ho. BS779, coll. June IS, 1936 by W.A.L.; 

analyzed by the State of Texas; Ho. 151*7!* coll. July 7, 1936 by E.H.P.

Bowen Drain at highway, 5 niles northwest of Alaoosa,' Colo. (>*OSa).

Sec. 26, T.38H., E.9B., H.U.P.M.; 5 miles northwest of Alamo sa at highway bridge.

No gage. Coll. June 27,1936 by H.A.W.

Waierly Drain near Alamosa, Colo. (Ul2).

Seo. 29, T.37H., E.10E., H.U.P.M.; about 3 ailee south of Alamosa, at highway 

crossing from Alanosa to La Jara. Ho gage. Coll. June 16, 1936 by T.W.E. 

and C.S.H.; July 1>* by T.W.E.; and HOT. 10 by E.H.F.

Camel Drain aboTe Bnpire Canal, Colo.

Sec. 5, T.36H., E.9S.. H.M.P.M. Coll. June 18, 1936 by W.A.L.

Analyzed by the State of Texae.

(192)
San Luis Valley, Colorado, Surface Waters - 1* - 

(Detailed Analyses)

Laboratory 

No.

BE7;5

l6ofi5

BE7'6

KE7?1

153*7

l6o;9

EE7S2 

153(6

i6o;o

BE7'S

151*1 8

EE7'9 15U"'1*

15l+; 2

153'S 

15M7 

160S2

BE7'7

Conductance 

Kx!05 

825" 0

36.6

39.8

*3.7

53-8

56.6

90.1*

102.0

96.2 

77>

28.5

39.U

85.1 

92.6

98. 1

111.0 

17l*.0 

11*8.0

112.0

IDS. 

tone 

per 

acre

 31

.38

.1*2

.1*8

-

.79

 87

Tes

.21*

 37

.81* 

.89

-

1.70 

1.7*

1.18

Percent 

Sodi28

30

*3

31

--

66

71 

65

26

39

30 

31

-

I

19

Percent 

Chloride

11

12

12

12

"

11

12 

13

9

10

12 

13

"

»

7

Silica 

(S102 

Ppn

-

36

~

-

-

28

20

-

*3

32

--

29 

1*1

--

Calci- 

(Oa)

2.15

2.25

1.83

2.82

-

1.30

.9*

1.20

1.73

1.80

5-09 

5-09

-

«

8.16

Magnesium

(Uc)

..69

.71

.71*

1.08

-

1.97

2.36 

1.61*

.56

.66

1.51* 

1.73

-

2. 96 

3-12

2.38

Sodium

(Ha)

1.10

1.26

1.86

1.57

-

6.30

6.53 

5.17

.80

1.1*8

2.86 

3-09

"

10.35 

7-99

2.1*8

Potassium

(K)

-

"

.08

-

-

-

i.Uo

-

.12

.03

-

.11*

-

Bicarbonate

(HCO,)

2.72

2.1*8"

2.301

2.55

2.88

6.5?

6.7? 

6.72 

5.00*

2.2S

2.6*

k.Of 

JA?

, 

1.97 

3. 9? 

3-15

3.00

liter 

Sulphate

(SOi,)

.76

1.23

1.65

2.1*5

3.16

1.83

2.32 

3.06 

1.92

.51

1.00

U.26 

5-27

-

g.gi 

13.37 12.91

g.iu

Chloriae

Ici)

.38

.1*8

 56

.70

 25

1.07

1-30 

1.33

1.02

.23

.39

1.12 

1.2l*

 39

1-35 

a. 51 

2.51*

.58

Nitrate

(HOj)

.OU

.01

.01

.00

"

.00

.01 

.00

.05

tr.

.06 

.OU

--

.01 

.01

.30

Index No.

12-1*1-8

19-lK>-ll

13-ltO-S1

28-1*0-10

3i*-iK>-ii

26-ltO-ll

35-ito-n

5-39-9

3*t-39-S

12-37-8

26-38-S

29-37-10

5-36-9

 Includes carbonate (COO

(193)
San Luis Valley, Colorado, Surface Waters - 5 "

(Detailed Analyses) 

______Location and Description___________

32-37-10 Carmel Drain near Alamosa, Colo. (411).

Sec. 32, T.37N., R.10E., N.U.P.lt.; about 2-1/2 miles south of Alamosa at highway 

crossing from Alamosa to La Jara, Colo. No gage. Coll. June l6, 1936 by T.W.R. 

and O.S.H.; July 14 by T.W.R.

25-36-9 Morgan Drain near La Jara, Colo. (413).

Sec. 25, T.36K., R.9E., N.U.P.U.; about 4 miles north of La Jara, at highway 

crossing between Alamosa and La Jara. No gage. Coll. June 16, 1936 by T.W.R. 

and O.S.H.; July 14 by T.W.R.

8-35-10 La Jara Drain near Sanford, Colo. (417).

Sec. 8, T.35N.. R.10E., N.M.P.M.; 1+00 feet above crossing of Empire Canal; 

2 miles north of Sanford. Coll. July 7, 1936 by R.H.P.

(194)
San Luis Valley, Colorado, Surface Waters - 5 - 

(Detailed Analyses)

Laho i 

ator,-

No

151*51!

1538 i

15694

1569 i

Conduct

anCB

Kxlo5

eZTC

85-5 

119.0

310.0

236.0

89.7

IDS.

teas

acre

foot

1.*

_

2.92

.86

Percent

Sodium

29

_

23

3^

Percent

Chloride

8

U.2

6.2

Silica

(S«X

Pun

16

_

35

*3

M

Calciun

(Ca)

6.69

_

15-97

^.59

Magnesium

Cite)

2.71

_

.6.58

i.e*

llierai

Sodlun

(Ha)

3.65

_

6.52

2.96

i ecmivalent per lltei

PotaaBlum

(K)

 15

_

.17

.20

Bicarbonate

(HOOj

1.9?

1.25

2.08

3-23

Sulphate

(Sty)

7-72 

10.06

28.11

25-77

5-37

Ohioride

(CD

.68

 90

1-35

1.21

-56

Hitrate

(1103)

.08

..

.00

.01

Index No.

25-36-9

8-35-10

'Includes carbonate (COj)

(195)
San Luis Valley, Colorado, Ground Waters

(Detailed analyses) 

_____Location and Description________

See notes introductory to conductance data on ground waters and to detailed 

analyses of surface waters. The analyses credited to Siebsnthal in the follow 

ing list have been taken from Geology and water resources of the San Luia 

Valley, Oolo.: U.S. Geol. Survey Water-Supply Paper 2^0, 1910, and recomputed 

to conform with the other analyses here reported. Except as otherwise noted, 

the samples were taken and the anal ye ee were made by the Geological Survey.

31-U6-11 

12-1*5-9

7-itU-lO 

31-Uii-lO

23-H3-7

ls-i+3-8

U-i+3-9

5-^3-10

6-1*3-10

Valley View Hot Springs near Orient, Colo. (Siebenthal).

In SW1/1+ sec. 31, T.1+QJ., B.11E., (not B.10E., as reported by Siebenthal).

Collection date not given; Analyst, Regis Chauvenet.

Mineral Hot Springs, south of Villa Grove, Colo.

In NE1/1+ sec. 12, T.HjS. , B.9E. Temp. 13U°P. Coll. Aug. 21, 1936 by

T.W.B. and H.A.W.

H. B. Woods Artesian well (6KlUNl) near Saguache. Oolo.

In SW1/1+ sec. 1U, T.1*N. , B.SJ8. Five miles southeast of Saguache. Depth, 

112 ft.; disch. 2 gpm; Temp. ltS.5°F.; (water from Alamo sa formation.) Coll. 

Nov. 25, 1936 by O.M.D.

Shallow well (6K26E1).

In SW1/1* of NW1/1+ sec. 26, T.UHu., B.SE. Temp. 7-22, 57. 50!1 . Coll. July

22, 1936 by H.A.W.

Frontier Development Co., Artesian well (6L11E1).

In HW1/U sec. 11, T.l&N., B.9E. Depth, 2UU ft.! diam. 2 in.: disch. 25 gpm.

Tsmp. UST. Coll. Hov. 28. 1936 by G.M.D.

J.T. Martin Artesian well (6L3501).

In NE1/1+ sec. 35. T.lf«., E.9E. Depth, 206 ft.: diam. 2 in.; disch. 20 gpm.

Temp. 1+8°P. (Water from Alamosa formation.) Coll. Dec. 1, 1936 by 8.U.D.

Shallow well (6M7E1 X-23).

In SElA of SE1/U sec. 7, T.lUffl., E.XOB. Coll. Nov. 19, 1936 by A.D.8.

C. Biggs Artesian well (6M31K1).

In SE1/1+ sec. 31, T.¥tN., E.10E. Depth, MOO ft.; diam. 3 in.; disch. 1+1.5 5P*- 

(Water from Alamosa formation at 390 to lK>0 ft.) Coll. Nov. 25, 1936 by A.D.O. 

Jluoride 2.6 ppm.

Eussell Springs (7J23B1).

In KE1/1+ sec. 23, T.HjH., E.7E. Temp. 60°F. Coll. Aug. 9, 1936 by H.A.W.

Shallow well (7K?*S1 E-12).

In SWl/lt of SKI/I* sec. 1+, T.l+JH., E.SE. Coll. Hov. 20, 1936 by A.D.O.

Tluoride 1.3 ppm.

A. Eosa Bailey Artesian

In HH1/1+ sec. IS, T.U3U., E.8B. Depth, 167 ft.; diam. 3 in.; disch. 6l gpm.

Temp. 57T. Coll. Nov. 17, 1936 by H.A.W.

Shallow well (7lAffil E-5). 

In SE1/U of SElA sec. U, T. ., E.9E. Coll. Hov. 20, 1936 by A.D.G.

Shallo-" well (7M5N1 E-l, P-l, X-18).

In SW1/1+ of SW1/1+ sec. 5, T.1+3H., E.10E. Coll. Nov. 6, 19J6 by H.A.W.

Fluoride 3.U ppm.

Denver and Bio Grande Western well (7HbJl).

In SEl/lt sec. 6, T.U3H., H.10E. Depth, 10l*5 ft.; diam. 8 in. to 300 ft.: 

Siebenthal sample not dated; Analyst, Von Schultz and Low. No. 15721. 

Temp. 67"F. Coll. June 23, 1936. Tluoride 1.3 ppm.

(196)
San Lula Valley, Colorado, Qround Water* 

(Detailed Analyses)

Laboatorr

Sieb.

15720

161 a

1570U

16122

16123

16069

161 2U

15782

16079

16090

16078

159U9

Sleb. 

15721

Conductance

 2'5I>C

-

100

21.9

92.7

33-2

 .*

128

22.3

22.0

156

16.2

38.8

75-7

20

TDS. 

tone 

per 

acre

.U2

.90

 23

-

.29

.26

1.30

.a

.26

l.Uo

.21

.3U

.71

.28 

.28

Percent 

Sodl-

-

59

32

-

10

»

22

7U

32

73

36

29

39

89

Percent 

Chloride

-

9.8

3-1

-

2.1

1.1

.u

2.1

5.5

20

3.6

U.l

U.I

5-5

Silica 

(SiOj 

Po»

IE

50

37

-

20

2U

17

a

13

32

58

26

3U

50

CaleiUB

(Ca)

2.65

2.99

1.20

3-99

2.15

1.25

7.UU

.U6

1.20

3-U9

.95

2.10

2.25

.12

Magnesium

(Ite)

1.15

1.32

*

U.77

.82

 32

U.03

.16

.58

.99

.12

.82

2.88

-19

Mill 

Sodium

(Ha)

-

5-96

 7U

-

.3*

1.19

3.21

1.81

 7U

11.93

.60

1.22

3.29

2.0U 

2.39

eram e

Potassium

(K)

.12

 31

-

-

-

-

"

"

.08

-

-

~

"

.OU

Carbcnate

(003)

U-73

0

0

-

0

0

0

.20

0

0

.10

0

0

1.93 

 53

Bicarbonate

(1003)

-

5-79

2.00

10.03

2.15

1.6U

5.61

1.75

1.66

6. 7U

1.10

3-28

3-92

1.75

Sulphate

(SO),)

l.UU

3.56

.19

1.00

1.08

1.08

8.97

.29

.73

6.27

.Uo

.67

3-98

.Uo

Chloride

(Cll

.OU

1.02

.07

.08

.07

 03

.06

 05

.1U

3.33

.06

.16

 3U

.08 

.16

Nitrate

(1103)

0

0

"

0

0

0

0

0

0

0

.01

0

0

3L-U6-11

15-U5-9

ii4-uu-s

26-UU-S

l'L-UU-9

»*»

7-UU-lo

31-UU-io

2>U>7

U-U3-S

18-U3-S

U-U3-9

5-UJ-10

6--U3-10

(197)
San Lui» Valley, Celerade, Ground Waters - 2 -

(Detailed Analyse8) 

_______location and Deneripttea__________

Moffat Municipal Artesian well (7«6j2).

In SB1/U sec. 6, T.UJN., B.10E. Tenp. 52.5°T.

Cell. June 15, 1936 by T.W.B. and C.S.H.

7-1*3-11 Hazard Artesian well (7S7H1).

In OT1/U see. 7. T.1*3N., B.11E. (Hash well ef Siebenthal). Depth, 865 ft.! 

(cased to 520 ft.)! diam. 3 in. (l in. at surface); disch. 5-3 gpm. Cell. HOT. 

6, 1936 by B.A.W.

8-1-1 San Luls Valley Land & Cattle Co. Artesian well (78SE1).

In llWl/lt sec. 8 T.1H., B.IW. (Baea Orant) (Siebenthal's "well at the sheds" p. 79). 

Depth, 1*81 ft.; diam. 3 in.; disch. 8.2 gpm. Tenp. 63°!. Cell. HOT. 6, 

1936 by B.A.W.

10-1*3-11 Shallew well (7H1QR1).

In SE1/1* ef SE1/1* sec. 10, T.1*3N., B.llB. Tenp. 11-6, 50»T. Cell. HOT. 

6, 1936 by B.A.W.

21-1-1 San Luis Valley Land 4 Cattle Co. Artesian well (7H21D1).

In HW1/1* sec. 21, T.1H., B.IW. (Baea Orant). Diam. 2 in. Tenp. 60°T. 

Cell. HOT. 11, 1936 by J.A.H. Iluoride 2.3 ppm.

Shallew well (9J25A1).

In OT1/1* of HB1/U sec. 25, T.1*2H.. H.7B. Tenp. 9-19, 6U»T. Cell. HOT.

13, 1936 by O.M.D.

6-1*2-8 Vie. Crew Artesian well (9K&31).

In HJ1/1* sec. 6, T.1*2H., B.SE. Depth, 219 ft.; dlam. 3 in.; disch. 83 gpm.; 

W.L. 5!* ft. aboTe greund; Temp. 50.5°!. Cell. Oct. 2, 1936 by B.A.W.

11-1*2-10 Artesian "gas" well (9U11H1).

In SW1/1* sec. 11, T.1*2N., B.10E. Viewing well, brewn water with gas. Tenp. 

55s?. Cell. June 15, 193& by T.W.B. and C.S.B.

1*-1-1 San Iiuis Valley Land i Cattle Co. Artesian well (9NUC1).

In NW1/1* see. 1», T.1S., B.IW. (Baea Grant). Dlam. 2 In.; (1 in. aboTe ground 

surface). Tenp. 58s?. Cell. HOT. 11, 1936 by J.A.H. Kluoride 1.1 ppm.

26-1-1 Artesian well at Antelepe Springs (9N2&L1).

In SWl/lt sec. 26, T.1S., B.IW. (Baea Orant). Diam. 3 in. Tenp. 71T. Coll. 

Aug. 19, 1936 by A.D.S. Tluoride 5.5 ppm.

27-1-1 Shallew well (9H27Q1 U.S.O.S. 96).

In SW1/1* ef SB1/1* sec. 27, T.1S., B.IW. (Baea Orant). Coll. HOT. 16, 1936 

by A.D.O. Iluoride 1.1 ppm.

31-1-1 January Ranch Artesian well (9N31C1).

In NW1/1* sec. 31, T.1S., B.IW. (Baea Grant). Diam. 3 in.; diseh. 2.7 gpm. 

Tenp. U8.5»J. Cell. HOT. 6, 1936 by B.A.W.

25-1*1-7 J. C. Seibert Artesian well (10J25R1).

In SB1/U see. 25, T.lUM., B.7B. Cell. June 15, 1936 by T.W.B. and C.S.H.

27-1*1-7 Ella Smith Arteeian well (10J27A1).

In OT1/1* of OT1/1* sec. 27, T.1*1H., B.7B. Depth, 128 ft.: diam. 2 in.; disch. 

2 gpm. Tenp. 7-22, 53'I.i 9-18 52°T. Coll. °et. 1U, 1936, by B.A.W.

28-1*1-7 L. M. Gardner eztate Artesian well (10J28A1).

In SB1/U of NS1/U sec. 28, T.1*1H., B.7B. Depth, 135 « ! diam. 2 in. Temp. 

7-22, 50.5»T.; 9-18, 50"I. Cell. Oct. ll*, 1936 by B.A.W.

(198)
San Lille Valley, Colorado, (/round Haters - 2 - 

(Detailed Analyses)

Laboratory 

No.

1537C 

15948

16073

15947

1607U

16017

15836

1536?

16075

1578U

1609?

16076

1537J

15837

15838

ConductKxloS

azva

20.7 

1^.5

20.5

32.0

56.4

7U.6

18.1

159

54.6

109

is. 6

18.6

16.6

17-1

18.2

TDS.

tons 

per 

acre

.14

.21

 32

 51

.65

.22

-

.49

1.00

.21

.19

-

.18

.28

Percent 

Sodi18

64

22

89

30

40

-

68

87

75

50

-

31

28

Percent 

Chloride

1-9

3.3

2.6

2.2

12

3-1

-

5.3

2.4

2.7

4.2

-

6.3

9.U

Silica 

(SiOg 

Pom

24

49

^3

50

46

61

-

57

79

^5

3V

-

35

&

Calcium

(Ca)

1.05

 55

2-35

.41

3-99

 95

-

1.30

 75

.36

 50

--

1.00

1.05

Magne- 

(Me)

 23

.12

.64

.25

1.56

.21

"

 55

.82

.10

 32

-

 31

 33

Mill!

Sodium

(Ha)

.28

1.17

.84

5-59

2.36

 77

--

3-95

10.0

1.40

 83

~

 58

 5>»

from a 

Potassium

(K)

~

"

"

-

-

-

"

-

 31

-

-

-

-

-

ilvalan

Carbonate

(COj)

0 

0

 23

0

0

0

.13

0

0

0

 23

0

0

0

0

Tier 1

Blcartoonate

fhOOj]

2.07 

l."*3

1.44

3.61

5.88

5.4l

1.44

18.13

5-38

11.21

1.29

1.49

1.57

1.56

1.51

ter

Sulphate

(SOlfl

.15 

.10

.07

.10

.11

1.56

.29

.08

.05

 07

 23

.06

.17

.21

 23

Ohioride

(Oil

 17 

.03

.06

.10

.14

.93

 05

.82

 31

.28

.05

.07

.11

.09

 13

81- 

trate

(HOj)

0

0

0

0

0

.01

~

0

0

0

0

0

.03

.05

Index No.

6-43-10 

7-H3-11

g.-1-l

13-1*3-11

21-1-1

2>-4a-7

6-42-8

11-42-10

4-1-1

2&-1-1

E7-1-1

31-1-1

25-41-7

27-41-7

2&-41-7

(199)
San Imis Valley, Colorado, Ground Waters - 3 

(Detailed Analyses)

 ^3-1*1-7

6-1+1-8

2&-U1-9

2-1*1-10

27-Ul-lO

18-1*1-11

114-1*0-6

2-1*0-7

13-UO-7

13-UO-7

13-1+0-7

lU-llO-7

23-1*0-7

25-UO-7

25-1*0-7

Claude Burcket well <10J33»l).

In SW1/1* of SW1/1* see. 33. T.UlH.. H.7B. Depth. 11.5

9-17, 5S°F. Coll. HOT. 16, 1936 by H.A.W. and W.L.L.

Temp. 7-17. 51°*.!

1936 by W.A.L.

Coll. HOT. 18,

Artesian well.

In SW1/1* sec. 6. T.UlH.. H.gE. Coll. June

Analyzed by the State of Texas.

Shallow well (10L26A1 D-U).

In NEL/H of HE1/1* sec. 26, T.UlH.,

1936 by A.D.G.

Shallow well (10M2A1).

In HB1/U of HE1/1* sec. 2, T.UlH., H.10B. Coll. HOT. 19,

1936 by H.A.W.

Fred Carson Artesian well (10U27A1).

In HEL/1* sec. 27, T.1*1H.. B.10E. At Hooper swimming pool. Depth, (original), 

U30S ft.; No. 15368, Tenp. 115"?. Coll. June 15, 1936 by T.W.H. and C.S.H. ; 

Ho. 15718, Temp. 120"F. Coll. Aug. 19, 1936 by A.D.G. Fluorlde 9.0 pp».

G.W. Clark Artesian well (lOBlSFl).

In NW1/H sec. 18, T.UlH., H.11B. (Siebenthal p. 87). .Depth, 630 ft.: diaa. 

3 in.; disch. lU gpm. ; color yellowish brown, abundant gas; Taip. 6l°F. Coll. 

HOT. 6, 1936 by H.A.W. Fluoride 2.U ppa; boron 0.63 ppn.

Drilled we

In HK1/1* of NE1/1* sec. lU, T.1*OH., H.6K. Owner not known. Depth reported to be

1*0 ft.; not artesian; diaa. 1* in. Tenp. 53°V. Coll. Oct. 12, 1936 by H.A.W.

A.K. Deitrich Artesian well (11J2A1).

In HEl/t of NE1/1* sec. 2, T.UoK., E.JE. Depth, 180 ft.; diaa. 2 in.; disch.

1 gpn. Tenp. 5l*»P. Coll. Oct. lU, 1936 by H.A.T.

J.C. Hynds Artesian well (11J13C1).

InKEl/1* of »wl/l* sec. 13, T.1*OH.. E.7E. Depth, 150 ft.; dia». 2 in. Tenp.

53"F. Coll. Oct. 8, 1936 by H.A.T.

Howard Maoy Artesian well (11J13R1).

In SKI/1* of SE1/1* sec. 13, T.1*OH., E.7B. Depth, 123 ft.: 4i«». 2 in. Tenp.

50.5T. Coll. Oct. ll*. 1936 by H.A.W.

Howard Uacy Artesian well tZ (11J1JH2).

In SKI/1* of SE1/1* sec. 13, T.1*OH., E.7E. De^th, 173 « ! ai» - 2 in-! 4isch.

3 gpn. Tenp. 53.5°T. Coll. Oct. S, 1936 by H.A.W.

J.H. Boats Artesian well (HJll+Pl).

In SE1/1* of SW1/1* sec. I1*, T.1*OH., H.7E. Depth, ll*5 ft.: diam. 2 in. Honflowing, W.S. 5.12ft. below U.S. Temp. 52»¥. Coll. Oct. 1"*, 1936 by H.A.W.

Anna UcCormlok Artesian well (11J23H1).

In SE1/1* of NB1/1* sec. 23, T.1*OH.. H.7E. Depth, 150.5 ft.; diam. 1* in.; T.L.

J.6S ft. below G.S. Temp. 50"F. Coll. Oct. lU, 1936 by H.A.T.

J. W. Scnafer irrieation well (HJ25K).

In HHl/1* sec. 25, T.l*OH., E.7B. Depth, 5!* ft. Tenp. 50.5"?. Coll. Aug. 2U,

1936 by H.A.W.

Roy McConnell Artesian well (11J25R1).

In SEl/lt of SE1/1* sec. 25. T.>*OH., B.TH. Depth, 207 ft.; diam. 2 in. W.S. 1.0

ft. abore&.S.: Tenp. 51eF. Coll. Oct. lU, 1936 by H.A.W.

(200)
San Iiala Valley, Colorado, Oronnd Waters - 3 - 

(Detailed Analyses)

Laboratory 

No.

16125

SS780

16086

16091

15368

15718

15950

15883

1581*5

15839

15840

15841

»*.

15843

15719

15844

Conduct 

ance

27.5

19.1

110

87.9

37-3

39.2

191

26.8

16.6

15.1*

16.5

18.0

13.0

22.2

19.2

11.6

TDS. 

tons 

per 

acre

.26

 15

1.00

 75

_

.46

1.73

.26

 17

.16

 17

.19

.16

.22

.18

.12

Percent 

Sodi11

21

51

97

_

«7

93

18

21

19

20

21

25

14

33

21

Percent 

Chloride

1.0

5

11

6.9

_

5.6

0.7

1.4

4.9

7.H

15

22

H.3

17

2.6

2.4

Silica 

(Si02

35

-

1*5

13

118

58

29

33

34

»

35

46

33

30

29

Mill!

CalciUB

(Ca)

2.05

1.13

3.71*

.17

_

 37

.1*7

1.90

1.10

1.00

1.05

1.10

.70

1.50

1.05

.75

UagnesiuB

 57

.1*3

2.06

.16

__

.16

1.15

,,

 35

 32

.31

.38

.»

.«

 30

.25

Sodium

(Ha)

.*

.40

6.10

9.55

_

3.48

21.04

 50

.37

.30

 33

.39

*

 32

.61

.26

rram eoiiivalen

Potaeslun

(K)

-

.02

-

-

_

.14

-

--

-

-

--

-

~

-

.07

-

Carbonate

(COj)

0

tr.

0

1.13

_

.60

0

0

0

0

0

0

0

0

0

0

ner 1

Bicarbonate

(H00,1

2.72

1.70

6.59

7.87

2.72

2.38

22.32

2.57

1.52

1.29

1.18

1.15

1.16

1.33

1.67

1.08

ter

Sulphate

.16

.19

4.00

.20

1.35

.46

 05

.20

.21

.21

 25

.29

 15

.52

.21

.15

Chloride

(Cl)

.03

.09

1.30

.68

.28

 23

.16

.03

.08

.09

.17

.25

.05

 25

.04

.03

Nitrate

(NOj)

0

0

0

0

0

0

0

.01

.01

.03

.09

.16

.01

.14

.01

0

Index Bo.

33-41-7

6-41-8

26-41-9

2-41-10

27-41-10

>«-»

14-40-6

2-40-7

13-40-7

13-40-7

13-40-7

14-40-7

23-40-7

25-40-7

25-40-7

(201)
San Imie Valley, Colorado, Ground Waters - 4 -

(Detailed Analyses} 

________Location and Description__________

30-40-7

16-40-g

17-UO-S

2S-40-S 

7-40-9 

16-40-9 

16-40-9

16-40-9

17-40-9 

ig-40-9 

2-40-10 

2-40-10

4-40-10

Chester Mathlas irrigatim well (11J3001).

In HE1/4 sec. 30, f.4dH. , E.7E. (Well not completed at time of sampling.)

femp. 62°F. Coll. Aug. 24, 1936 by H.A.W. Fluorlde 1.2 ppm.

Shallow well (11X16R1).

In SE1/4 of SE1/4 sec. 16, T.40H. , R.SB. Coll. Nov. 17, 1936 by H.A.I?,

Harlan Scott Artesian well (im7<il).

In SW1/4 of SE1/4 see. 17, T.40N. , R.SB. Depth, 164 ft.; dlam. 2 in.: diech.

16 gpm. femp. 54°F. Coll, Oct. 19, 1936 by H.A.I?.

ChrlB. Selters toigitfcii well

In SW1/U sec. 28, T.40H. , R.SB. Depth, 32 ft.: Temp. 60°F.

Coll. Aug. 24, 1936 by H.A.W.

Walker Byers Arteelatt well (11L7E1).

In SW1/4 of HW1/4 sec. 7, T.40H., R.9E. Heported depth 250 ft.; caeed 220 ft.:

diam. 2. in.: dlsch. 37-5 gpm. Temp. 8-12, 55°F. Coll. Oct. 19, 1936 by H.A.W.

Chas. Spelser Artesian well (11L16D1).

In NW1/4 sec. 16, T.40S., R.9E. Depth, ISO ft.: dlam. 3 in.; dlsch. ? gpm.

Temp. 53°F. Coll. Oct. 27, 1936 by H.A.W.

Chas. Spelser Artesian well (11L16D3).

In NW1/4 sec. 16, T.40H., R.9E. Depth, 260 ft.; caeed to 220 ft.: dlam. 2 In.:

dlsch. 3 gpm. ; Blight sulphur taete; femp. 56°F. Coll. Oct. 27, 1936 by H.A.W.

Chas. Speiser Arteelatt well (11L16D4).

In NW1/4 sec. 16, f.40H., R.9E. Depth, 710 ft.; cased to 420 ft.: dlam. 3 In.:

disch. 125 gpm-: elight sulphur taste; femp. 62"F. Coll. Oct. 27, 1936 by H.A.W.

John Herman Irrigation well (11L17N2).

In SW1/4 eec. 17, T.40H., E.9E. Depth, 30 ft.: diam. 22 In.: Temp. 59.5°F.

Coll. Aug. 24, 1936 by H.A.W.

Carl Saathoff Artesian well (11L19N1).

In SW1/4 of SW1/4 sec. 19, T.4oH., R.gs. Depth, 303 ft.; cased 24j ft.; diam. 2

In.; dlsch. 5 gpm. Temp. 56"F. Coll. Oct. 19, 1936 by H.A.W,

Shallow well (11M2D1 C-3, Y-l}.

In TO./4 of lfa/4 sec. 2, T.40H., R,10E.

Coll. HOT. 14, 19j6 by A.D.Q.

Mre. Luti Artesian well (11M2E1).

In NW1/4 sec. 2, T.40N., R.10E. Depth, 200-225 ft.; dlsch. 3 gpm.; brownish tint.

femp. 58.5°T. Coll. Oct. 13, 1936 by H.A.1?. Fluorlde 4.3 ppm.

Denver and Rio Qrande Artesian well (11M431).

In HE1/4 eec. 4, T.40N., R.10E. Depth, 6l4 ft.; dlam. 4 In.; Slebenthal date not 

given; disch. 50 gpm. brown; Analyst, Von Schultz and Low; Ho. 15440, well shut off. 

Temp. 60°F. Coll. June 23, 1936 by H.A.I?. Fluorlde 3-7 ppm.; boron 1.28 ppm.

Colorado Milling and Elevator Co. Arteelan well (11M4B2).

In HE1/4 eec. 4, T.40H., H.10E. Depth, 740 ft.; dlam. 4.5 in.; Slebenthal. Coll. 

Oct. 14, 1897; dlseh. 70 gpm., brownish tint. Temp. 69"F. Analyst, Dearborn Drug 

and Chemical Co. Ho. 15439, well shut off. Temp. 64°F. Coll. June 23, 1936 by 

H.A.I?. Fluorlde 3.1 ppm.; boron 2.34 ppm. Ho. 15921 after 2-1/2 days of flow, 

Temp. 70.5"F. Coll. Oct. 26, 1936 by H.A.W. Fluorlde 5.8 ppm.; boron 2.34 ppm.

(202)
San Luis Vallay, Colorado, Groind Water 5 

(Detailed Analyses)

Laboratory 

No.

15723

16037

15920

15725

15925

15927

1592*

15929

157<3

15931

16173

15330

Sleb.

15140

Sleb. 

15139 

15921

Conductance 

Kxlo5 

925'C

15.3

W.7

13.1

26.1

ll.l

11.9

12 .a

13.5

31.3

12.3

127

90.6

169

213

227

TQS. 

tons 

per

acre 

foot

 17

.33

.15

.21

 19

.13

.16

 19

.30

 17

1.15

.33

1.51 

1.63

2.12 

2.11

Parcent 

Sodium

23

27

15

31

27

32

*7

13

36

31

75

96

99

99 

93 

93

Parcent 

Chlorlda

2.9

5-3

2.2

5.5

2.0

1.9

2.3

2.0

10

2.1

13

2.5

 93

 9

.31 

n

Silica 

(Si02

Ppffi

23

27

»

30

do

53

52

61

37

57

-

*3

y

57

Z6 63 GO

Milligram aq

Calcium

(Ca)

 95

2.15

.30

1.35

1.00

 95

.65

.22

1.65

.30

1-95

.16

.13

 13

.22 

 19

Magnesium

(Mg)

.11

1.32

 35

.07

.09

.11

.06

.06

 5*

.07

1-32

.26

.10

.16 

.27 32

Sodium

(Na)

 31

1.29

.20

 57

.10

.50

.62

.19

1.09

.10

10.05

10.63

17.71 21.05

22.61 

26.79 

27.23

Potassium

(K)

.09

-

"

.03

-

-

-

-

.15

-

-

-

.12

.26

ulvalent per litar

Carbonate

(OOj)

0

0

0

0

0

 13

.13

.17

0

0

0

.50

17.67 2.63

22.63 3-- 17

0

Bicarbonate

(HBO^J

1.1.1

3-97

1.15

1.70

1.31

1.23

1.02

.72

2.25

1.11

5.13

9.31

ig.ig

21. 1U 

27.21

Sulpnata

(SO^.1

 19

 52

 13

 35

.il

.11

.11

.23

 73

.12

6-39

 73

.06!

0

.05 .07

Chlorida

(01)

-.05

 25

.03

.10

.03

.03

.03

.03

.31

.03

1-75

.2*

.06

.20

.21 

.23 

.20

Nitrate

(HO^l

0

0

0

.02

0

0

0

0

0

0

0

0

tr.

__

o'

Index No.

30-10-7

ifi-lo-3

17-40 -3

23-10-3

7-1 0-9

ife-lo-g

i6-1o-g

16-10-9

17-10-9

19-1 o-g

2-1-0-10

2-10-10

4-Uo-io

1-1*0-10

(203)
San Luis Valley, Colorado, Ground Waters - 5 

(Detailed Analyses)

nd Description

lt-Uo-10

7-UO-10

17-1*0-10

21-1(0-10

36-1*0-10

U-Uo-11

9-40-11

B.F. Wagner Artesian well (llMitHl).

In HE1/1* Bec. U, T.UOH., E.10E. Depth, MOO ft.; disch. O.g gpn.; light brownish

tint; Temp. 56°F. Coll. Oct. 13, 1936 by H.A.W. Fluoride 2.1 ppa.

26-Uo-ll

32-1*0-11

33-UO-ll 

35-1+0-11

7-UO-12

12-1*0-12

Cllne lladdox Artesian well

In SW1/1* aec. 7, LUCK., E.10E. Depth, 170 ft.: diech. 0.9 gpm.

Temp. S^T. Coll. Oct. 13, 1936 by H.A.W.

O.M. Wolfe well (11M17H2).

In SW1/1* sec. 17, T.l*OH. , R.10E. Depth, 35 ft. Temp. 59«F. Clear except for

floeulent iron rust. Coll. Aug. 2>*, 1936 by H.A.W.

Shallow well (11M21D1).

InHWl/l* of HW1/1* sec. 21, T.l*CH., E.10E.

Coll. HOT. 17, 1936 by A.D.O.

Shallow well (ll«36Sl A-2).

In SW1/1* of SW1/1* sec. 36, T.^ON., R.10E.

Coll. HOT. 13, 1936 1>y A.D.G. Fluoride l.U ppa.

J. H. Oliver Artesian well (11HUH1).

In SW1/1* Bec. 1*. T.ltON., E.11S. Depth, 270 ft.; cased 230 ft.; diam. 2 in.; 

diech. U.6 gpm.; light brown color; with gas; Temp. 56°?. Coll. Oct. 21, 

1936 by H.A.W. Fluoride l.g ppa.; boron 0.91 ppm.

J. H. OliTer Artesian well (11H9D1).

In HWl/li sec. 9, T.ltOH., E.llB. Depth, 300-350 ft.; dian. 2 in.; diseh. 1.2 

gpm.; faint brown color; with gas; Temp. 57°F. Coll. Oct. 22, 1936 by H.A.W. 

Fluoride 2.8 ppm.; boron l.U ppm.

Shallow well (111T13DS C-11).

In HW1/U of NW1/U sec. 13, T.»K»., E.llB.

Coll. HOT. 1U, 1936 by A.D.G. Fluoride 3.0 ppm.

Shallow well (11H26B1 E-2).

In HW1/1* of HE1/U sec. 26, T.Udl., E.llB.

Coll. HOT. 11*. 1936 by A.D.G. 71uorl.de 2>* ppn. ; boron 0.97 PP».

Drilled well (11B32K1).

In SE1/U of SE1/U sec. 32. T.»K»., E.llE. Depth, 93-5 ".! diam. 2 in.; non-flowing 

artesian well; water slightly brown; coll. Oct. 13, 1936 by A.D.G. Fluoride U.I ppa. ; 

boron 0.56 ppm.

Shallow well (11B33H1 A-5).

In SW1/U of SWlA sec. 33, T.UOH., R.im. Coll. Nov.13, 1936 by A.D.O.

Fluoride 20 ppm.; boron 2.1*0 ppa.

Shallow well (11H35IJ.T 8-1).

In SW1/U sec. 35, T.itOH., E.1U.; at south end of San Imis Lake. Ho. 153&5 coll.

June 15, 1936 by T.Vt.E. and C.S.H. Ho. 15705 coll. June 1936.

San Imis Lakes Gun Club Artesian well (11N35E1).

In SE1/U Bec. 35, T.UOH., E.1U. Depth, J60 ft.; diara. 2 in.; diach. 0.33 gpn- !

water clear with eorae gae; Temp. 57°?. Ho. 15U21 coll. June 15, 1936 by T.W.E.

and C.S.H. Ho. 15922 coll. Oct. 2S, 1936 by H.A.W. Fluoride 1.8 ppn. ; boron 1.38 ppm.

Shallow well (11I17E1 0-13).

In SE1/1* of SE1/U BBC. 7, T.1*OH., R.12B. Water light brown color.

Coll. HOT. 11*. 1936 by A.D.G-. Fluoride 1.8 ppm.

liedano Ranch Spring (110A2L1).

In SW1/1* gee. 12, I.UOH., E.12E. Probably represents wate

Coll. Aug. 19, 1936 by A.D.G.

from liedano Creek.
San Luis Valley, Colorado, Ground Waters - 5 "* 

(Detailed Analyses)

Laboratory 

No.

15881

15882

15722

16179

16018

15923

1592U

16081

16096

1588>+

16019

15365 

15705

15U21 

15922

16080

15785

Conductance 

Kx!05 

®2(S°C

1+2.9

21.9

1*0.7

78.1*

91.2

151

182

5t.i

3>»2

197

1560

Itll* 

1*79

192

125

22.6

IDS. 

tons 

per 

acre

.1*0

.2U

 37

.70

.82

i.3S

1.63

 53

3.38

1.80

16.25

1.72

1-33

.2U

Percent 

Sodi9>*

86

16

1*3

71

9>*

97

39

91

96

99

95

67

33

Percent 

Chloride

1.7

1.8

15

31

8.7

1.3

2.5

3-1

2.2

2.1*

ll*

1.7

5.9

6.5

Silica 

(SiOg) 

Fxra

1*2

50

25

-

38

58

51*

70

58

51

18

59

6>*

1*1*

Calcium

(Ca)

.09

.22

2.25

2.75

1.55

 39

.22

2.25

1.15

.38

.20

 31

5-89

1.05

Magnesium

(lie)

.20

.11

1.07

1.89

1.23

.65

 39

1.32

2.1*7

.61

1.32

.82

5.10

 52

Mill 

Sodiun

(Ha)

l*.33

1.91*

.1*3

3.1*3

6.91*

16.88

21.05

2.27

35-66

22. 3!*

200.19

22.17

10.99

 57

gram e 

Potassium

(K)

-

-

.18

-

-

-

-

-

-

-

--

--

"

.20

Carbonate

(COj)

1.87

1.03

0

0

0

 33

.87

0

.67

 77

18.70 

0

0 

0

0

0

Bicarbonate

(HCOj)

2.1*3

1.02

1.26

It. 25

6.11

17.15

20.00

5.1*1

35.27

21.67

106.87

32.1*9

21.85 

22.70

13-85

1.69

Sulphate

(801,1

 13

 17

1.96

1.31

2.69

.12

.10

.09

1.21

.12

1*6.99

11. ft

.10 

.12

1-39

 33

Chloride

(CD

.08

.0>*

 59

1.10

 85

.23

 5t

.18

.87

 5»*

28.06

6.1+9

 39 

 39

 87

.12

Nitrate

(1103)

0

0

0

i.39

0

0

0

0

0

.01

.01* 

0

.09

.02

Indax Ho.

it-to-io

7-1*0-10

17-40-10

21-40-10

36-1*0-10

lt-l*O-ll

9-1*0-11

13-1+0-11

26-1*0-11

32-1*0-11

33-1*0-11 

35-*«>-ii 

35-1*0-11

7-1*0-12

1P-UO-12

(a>5)
Index Ho.

San Luis Valley, Colorado, Ground Waters - 6

(Detailed Analyses) 

______Location and Description________

17-140-12 Medano Banch Artesian well (11Q17&1).

In NJ51/U sec. 17, T.ltOH., H.12E. Depth, 225-250 ft.; diam. 2 in.: disoh. 5.5 gpn.; 

clear; Temp. 51.50?. Coll. Oct. 21, 1936 by H.A.W.

17-1^0-12 Shallow well (1KJ17&2 C-lU).

In STH/U of NBlA sec. 17, T.UON., H.12B. At Medano Hanch headquarters. 

Temp. S-19, 60°T. Coll. June 1936.

30-1*0-12 Soda Lake (11Q30).

In SB1/U seo. 30, T.'tON., H.12E. One fourth mile east of San Luis lake. Coll. 

NOT. 1U, 1936 by T.W.H., B.L., and W.L.I,. Fluoride ISO ppm.; boron 7.^ ppm.

10-39-7 John Dennis Artesian well (12J10B1).

In SW1/U of HW1/U sec. 10, T.39N., H.7B. Depth, 165 ft.; diam. U in. for 6 ft. 

then 2 in.; non-flowing. Temp. 50.5°F. Coll. Oct. 19. 1936 by H.A.W.

12-39-7 Lyman fright Arteeian well (13J12P1).

In SSlA of SW1/U sec. 12, T.39N., H.7B. Depth, 138 ft.: diam. 2 in. Flowe 

intermittently. Temp. 57°P. Coll. Oct. I1*, 1936 by H.A.W.

13-39-7 H. A. Mathias Artesian well (12J13C1).

In KE1/U of KW1/U sec. 13, T.39H., H.7B. Depth, 159 ft.: diam. 2 in. Plows 

intermittently. Temp.^8.50P. Coll. Oct. 13, 1936 by H.A.W.

26-39-7 Frank C. Seyfried Artesian well (12J26D1).

In KW1/U of SWl/H seo. 26, T.39N., R.7». Depth, 168 ft.; diam. 2 in. Temp. 

U8°F. Coll. Oct. 1U, 1936 by H.A.W.

36-39-7 Colorado Hilling and Blerator Co. Artesian well (12J36E1).

In HB1/U sec. 36, T.39N., B.7». Depth, 302 ft.: diam. 6 in., U.5 la., and 3 in.; 

Siebenthal. Coll. March 1897. Analyst, Dearborn Drug and Chemical Co. No. 15^33. 

Temp. U9°P. Coll. June 27, 1936 by H.A.W.

6-39-8 Van Ostrand Artesian, Hscorder, Well (12K6C1).

In NJ51/U of NWl/1^ sec. 6, T.39N., H.SS. Depth, 150 ft.; diam. 2 in.: disch. 3 gpffl. 

Temp. 50°P. Coll. Oct. 20, 1936 by H.A.W.

Shallow well (12LUH1 B-S).

In SSl/U of SB1/U sec. U, T.39H., H.9B. Coll. Nov. 16. 1936 by A.D.O.

7-39-9 P. Schaal Artesian well (12L7N1).

In SW1/U sec. 7, T.39N., R.9B. Depth, 359 ft.; diaa. 2 in.; disch. 25 gpm. 

Temp. 55.5°r. Coll. Dec. 9, 1936 by O.M.D.

1-39-10 Peltcher Artesian well (12M1B1).

In SB1/U of SB1/U seo. 1, T.39H., H.1QB. Depth, U96 ft.; diam. 5-3/16 in.; disch. 1 gpm.; 

Brown water; Temp. 53.5°F. Coll. Oct. 13, 1936 by A.D.&. Fluoride 5.0 ppm.; boron 

2.91 ppm.

3-39-10 Mosca "Town well".

In Sec. 3, T.39K,H.1QB. According to Siebenthal depth UOO ft,; date not given; Analyst: 

W.F. Headden.

3-39-10 Hampton Estate Artesian well (12M3P1).

In SW1/U sec. 3, T.39N., H.10B. Depth, 600 ft.; diara. U in.; Siebenthal coll. Peb. 3, 

1904; Analyst: Dearborn Drug and Chemical Co. No. 15^38. disch. lU6 gpm (said to be 

partially plugged); Temp. 69°P. Coll. June PU, 1936 by H.A.W. Fluoride 3.9 ppm.; 

boron 2.07 ppm.

16-39-10 Shallow well (12M16N1).

In SW1/U of SW1/U sec. 16, T.39N., H.10B. Coll. Nov. 17, 193& *7 A.D.a.

(206)
Luie Valley, Colorado, Ground Waters - 6 

(Detailed Analyses)

Laboratory 

No.

15930 

15706

16077

16021

15885

15888

15886

Sieb. 

15>*33

15926

l6lSl

161SO

15887

Sleb.

Sleb. 

15l*3S

16095

ConductKxlo5 

*2^"C

27.7 

70.3

8170

23.9

12.1

13.S

16.3

18.1

13-7

56.6

12.U

335

-

179

l»*9

IDS. 

tons 

per 

acre 

foot

.29

125.5

.25

.09

.lU

.18

.21 

 32

.lU

.56

.17

3.16

1.1*8

1.93 

l.7>*

1.51

Percent 

Sodium

79

100

10

28

1?

7.3

1*8

Ho

ll*

81

1*1

98

99

98

9«

28

Percent 

Chloride

1.6

3-7

12

1.7

3-1

1*.2

9.7 

2.7

2.1

7.0

s.o

2-3

-

7562

21

Silica 

(S102 

Proa

57

320

36

9.1*

27

29

1*2 

110

31*

-

-

50

6>i

66 

61

1.9

Mill

CalclJ£sL.

.U2

.13

1.75

.75

 85

1.20

 95 

1.10

.90

.85

.80

.28

.16

.E6 

-19

8.1*9

Magneslun

(Me)

.21*

.82

.>*5

.10

 29

 33

 19 

.16

 31

 32

.08

 72

 07

 33 

.18

3.37

Sodium

(Sa)

2. 1*!

1795.6

 25

 33

.16

.12

i.oi* 

.78

.20

5.11

.62

1*0.55

16.9?

21*. 87

22.39

U.65

eram eo&valen1

Potas00

-

-

-

-

"

-

.05

-

--

--

-

.21

.so

-

Carbonate

(CO})

0

11*09.61

0

0

0

0

1.90 

1-33

0

0

.23

0

17.50

25.17 1.70

0

tjer 1

Eicarbcnate

(HCO?)

2.95 

607 23 

268.0

1.1*9

1.10

1.16

1.1*1

0

.51

1.25

5.10

1.07

1*0.21

--

20.1*6

3.1*3

ter

Sulphate

(S0l()

.(A

1*2. 31*

.67

.05

.09

.16

.05 

.10

.12

.69

.17

.lU

-

.06 

.08

9.62

Chloride

(Cl)

.05

,>*5

67.07

 23

.02

.0>*

.01*

.21 

.06

.03

.39

.03

.93

--

.19 

.lU

3.1*1*

Nitrate

(NO-d

0

-

.06

0

0

.03

 07

0

.05

0

.01

--

0 

tr

0

17-UO-12 

17-UO-12

30-1*0-12

10-39-7

12-39-7

13-39-7

26-39-7

3&-39-7

6-39-8

U_39_9

7-39-9

1-39-10

3-39-10

3-39-10

16-39-10

82343 O 38 14

(207)
Indei Ho.

San Iiuis Valley,Colorado, Ground Waters - 7

(Detailed Analyses) 

_____Location and Description 

26-39-10

35-39-10 

13-39-11 

£3-39-11 

12-38-8 

31-3«-S 

23-38-9 

21-38-10

23-38-10 

35-38-10

27-38-11 

2-38-12 

ll)-3g-ia 

1*1-38-12

Geo. Poen drilled well (13I26E1).

In NW1/U sec. 26, T.39N., R.10E. Siebenthal "Andersen Baneh" well, depth, 500 ft, 

Coll. Feb. 3, igol*; Analyst: Dearborn Drug and Chemical Co. Ho. 15703; diaa. 2 in.; 

Water had stood in casing for over 2 years; coll. June 29, 19?6 by H.A.W.

Drilled well.

In Sec. 35, T.39H. , R.10E. Siebenthal: Depth, 500 ft.; owner and date not given;

Analyst: W.P. Headden.

Shallow well 1Z (12H13J1).

In SE1/1( sec. 13, T. 39H. , R. HE. ; in Alkali Lake.

Coll. Aug. 3, 1936 by T.'.H. Fluoride 9.0 ppm.

Shallow well, Colorado. (12I23HI).

In SWlA of SW1/U sec. 23, T.39H. , H. 111.

Coll. HOT. 11, 1936 by A. D. G. Fluoride 10.0 ppm. ; boron 5.73 PF""-

Canal Seepage at Tule Experiment Station (13K12A1). 

IaKEl/i+ sec. 12, T.38H., R.8E. Coll. Aug.20, 1936 by 

H.B.K. Pluoride 1.7 ppm.

Vernon Eliott Artisian well (13K31T1).

In NWlA sec. 31, T.3OI., E.SW. Depth, 105 ft.; diam. 2 in.; disoh. 10 gpa.

Coll. Hov. IS, 1936 by H.A.W.

W.J. Wallace drilled well (13L23E1).

In NW1.U sec. 23, T.38H., R.9E. Depth, 850 ft.; Temp. 57*1'.

Coll. Oct. 24, 1936 by H.A.W. Fluoride 2.fc ppm.

Blanca Farm Artesian well (l3«21Hl).

In KEl/lt gee. 21, T.38H., R.10E. Depth, gUO ft.; dian. U in. to Uo ft. then 3 in. 

Siebenthal, Coll. Feb. 3, 190U; Analyst: Dearborn Drug and Chemical Co.; Ho. 151*36, 

Temp. 7U°T. Coll. June 2U, 1936 by H.A.W. Fluoride 2.3 ppn.

Thrasher Artesian well (13M23H1).

In SW1/U sec. 23, T.38H., R.10E. Depth, 865 ft. cased to 808 ft.; diain. 2 in.;

disoh. 50 gpm- Temp. 70»F. Coll. Dec. 9, 1936 by G.M.D. Fluoride 3.1i ppm.

Shallow well (13M35D1 Y-18).

InHWl/U of m/U sec. 35, T.3SN., R.10E.

Coll. Hov. 11, 1936 by A.D.G.

Artesian well

In HW1/4 sec. g, T.38N., R.11E. Depth, 800 ft.; diam. 3 in.; Siebenthal, Coll. 

Feb. 3, 19C4; disoh. 90 gpm. ; light yellowish tint; Temp. 71°F. Analyst: Dearborn 

Drug and Chemical Co. Ho. 15^37, easing top below pool surface. Temp. 76*F. (pool 

water, probably warmer than well water). Coll. June Zh, 1936 by H.A.W. Fluorlde 

7.2 ppm.

H.D. Berkraen Artesian well (13H27E2).

In SE1/U sec. 27, T.38N., R.1IB. Depth, 3^0 ft.; dian. 2 in.; dlsch. 30 gpo.

Temp. 59°F. Coll. Dec. 9, 1936 by G.M.D. Fluoride 3-3 ppm.

C.M. King Artesian well

In SE1/U sec. 2, T.38N., E.1SE. (See Siebenthal, p. 80 for log of well.) Depth,

300 ft.; Temp. 55«F. Coll. Oct. 29, 1936 by H.A.W.

E.T. Dow Artesian we

In BWl A sec. Ik, T.38N., H.12E. Depth, 168 ft.; diam. 2 in.; disoh. 0.25 gf"-

Coll. Hov. 9. 1936 by A.D.G.

I.T. Dow drilled well (13Q14F1).

In NW1/U sec. lU, T.38N., H.12E. Depth, 181 ft. Coll. Hov. 9, 1936 by A.D.G. 

(208)
San Luis Talley, Colorado, Ground Vatere - 7 ~ 

(Detailed Analysis)

Laboratory 

Ho.

Sieb.

15703

Sieb.

17724

16020

15786

16089

16022

Sieb.

15436

16185

16023

Sieb.

15437

16184

16025

16186

1&024

ductancs

 2VC

_

89.7

-

723

1310

4o.5

19.1

53

32.1

32.8

66.5

__

58.8

24.6

9-3

9-3

9-1

IDS. 

tons 

per 

acrs 

foot

1.91

 75

2.00

6.59

13-03

.»

.20

.54

.33

.3«

.41

.64

.54

.62

.25

.10

.09

.10

Peroent 

Sodi95

98

94

99

99

27

17

91

91

91

90

63

89

88

83

21

15

34

1

Percent 

Chloride.

 75

1

1.1

20

17

2.4

3.9

2.2

5.9

1.5

1.4

8.7

23

27

23

3.1

1.9

3-3

Silica 

(SiOE )

50

12

5"

88

10

36

,5

79

60

80

--

42

48

6£

-

20

~

27

Millii

Calci- 

(Ca)

.46

.06

.48

.14

.60

2.50

1.10

A,

.26

..26

.32

1.95

.48

^55

,s

.70

 75

 55

Magnesium

(Ife)

.90

.17

.99

.36

.82

.82

.60

.07

.03

.05

.10

.99

.22

.18

.08

.07

.13

.06

Sodi- 

(Na)

24.13

9.43

24.09

74.80

163.17

1.09

.36

5.36

2.91

3.17

3.80

4.96

5.65

5-52

2.43

.20

 15

.31

rram eai

Potassium

(E)

_

~

-

5.60

-

.15

-

-

_

.05

-

-

.05

~

-

-

livalen

Carbonate

(CO,)

25.30

0

25.00

33-27

19.03

e

0

0

2.80

.30

.,3

0

4.60

0

.26

0

.20

.13

(209)

t ner 1

Bicarbonate

(ECO,)

__

9.38

-

19.26

79.17

3-97

1.79

5-33

2.93

3.26

5.69

4.21

1.72

.87

.69

.67

ter

Sulphate

(SOI,)

0

.20

.04

11.49

58.35

.35

.17

-.27

.23

.23

.29

1.48

.25

.09

.10

.07

.11

.08

Chloride

(01)

.19

.08

.28

16.39

27.50

.11

.04

.12

.19

.06

.06

.68

1.44

1.75

.68

.02

.02

.02

Hitrate

(HO,)

_

0

~

.02

.01

0

.04

.01

.01

0

.01

tr.

0

.01

0

.01

26-39-10

26-39-10

35-39-10

13-39-11

23-39-11

12-38-8

31-38-8

£3-38-9

21-38-10

£1-38-10

23-38-10

35-38-10

8-38-11

8-38-11

2? -38-11

2-38-12

14-38-12

14-38-12

I
San Luis Valley, Colorado, Ground Waters - 8 - 

(Detailed Analyses)

20-38-12 

30-3&-12

7-37-S 

ll|-37-g

25-37-S 

11-37-9 

18-37-9 

3-37-10 

10-37-10

10-37-10 

10-37-10

10-37-10 

2*1-37-10 

1-37-11

Shallow veil (13Q20H1).

In 3W1/1* of SllA sec. 20, l.ySS., E.12E.

Temp. 51«r. Coll. HOT. 5, 1936 by H.A.W.

Stone Ranch Artesian well (13Q30R1).

In 3E1/U see. 30, T.38H., E.12E. Dlan. 3 In.; disch. 2»* gpm. (w.L. 12.5 « aboTe

G.S.) Tenp. 55. ST. Coll. Hoi. 5, 1936 by H.A.W.

Artesian well (itaTIl).

In Hin/U sec. 7, T.37H., E.SB. Coll. June 16, 1936 by T.W.E. and C.S.H.

B. 0. Wagner Irrigation well il .

In HWl/lf sec. l"*, T.37S. , E.KE. Depth 9.0 ft., dlan. Ibc6.5 ft.

Coll. HOT. IS. 1936 by H.A.W.

L.V.Goff Artesian well (lltK25EU).

In SW1/U of HW1/U sec. 25, T.37H., E. 81. Depth, 120 ft.i diara. 1* In.; disch. 30

gpm. Temp. 53°*' Ooll. Sept. 25, 1936 by H.A.».

Shallow well .

In SB1/1* of SBlA sec. 11, T.37H., E.9S. Yellow water

Coll. HOT. 12. 1936 Tiy H.A.W. Tluorlde 2.1* ppn.

Shallow well ilSAl.

In KK1/U of HB1/1* sec. IS, T.37H., H.9I. Water yellow and cloudy; coll. HOT. 10,

1936 'by H.A.W. Pluoride 3.5 ppm. ; boron J.2 ppm.

T.W. Hoblnson Artesian well

In SB1/U sec. 3, T.37H., E.10S. Depth, 800-900 ft.; dlam. 3 in.; Tenp. 6g°P. Coll.

Dec. 10, 1936 by G.M.D. Pluoride 1.9 ppm.

A.E. Norton Artesian well

In HK1/U sec. 10. T.37H., E.10S. Siebenthal: "Bucber well + 1000 ft." Slebenthal 

(1) Date of sample not reported, analyst: W.F. Headden; Siebenthal (2) Date of 

sanple and analyst not reported. Ho. 15^34. Depth, (measured in 1935) 833 ft. i 

dian. 6 in. inside 8 in. Temp. 76T. Coll. June 21*, 1936 by H.A.». Ho. 157&9, 

coll. Sept. 25, 1936 by H.A.W.

Alamo sa Town well, artesian 

In NW1/U sec. 10, T.3yH., E.10S. Depth, 865 ft.; dian. 6 in.; No.l5U31, Temp. 

72T. Coll. June 2>* ( 1936 by H.A.W. Tluoride 1.3 ppmt Ho. 15770. Temp. 73<T. 

Coll. Sept. 25, 1936 by H.A.W. nuoride 0.9 ppm.

Alamoaa Milling and KLerator Co. Artesian well 

In SW1/U sec. 10, T.37S., R.10S. Siebenthal: Depth, 680 ft. Temp. 69°F. Coll. 

Apr. 19, 1893: Analyst: Dearborn Drug and Chemical Co. Ho. 15^32, Depth, 700 

ft.+; dlam. 3 in.S disch. 30 gpm. Temp. 70T. Coll. June 2^, 1936 by H.A.W. 

fluoride 2.3 ppm.

UcBleland Artesian well.

In Sec. 10, T. 37". . R. 10B. Siebenthal: Location, depth and date not reported;

Analyst: W. F. Headden.

Shallow well (1HM21HJ1).

In SW1/U of SW1/U sec. *, T.37N., R.10B.

Coll. HOT. 6, 1936 by G.M.D. Tluorlde 2.2 ppm.

ft.; diam. 3 in.;

T.C. Sheperd Artesian well

In SS1/U sec. 1, T.J7N., E.11E. Depth, 115 ft. cased to

di«ch. 21 gpm. Coll. Oct. 9, 1936 V A.D.Q.

(210)
San Luia Valley, Colorado, Ground Waters - 8 - 

(Detailed Analyses)

Laboratory 

Ho.

159K3

159^5

15375

i6oss

15889

16031

16028

16126

Slat. 

31 St. 

15U3lt 

15769

15U31 

15770

Slat. 

15U32

Sieo.

1591*

15906

ConductancejKxlO3 

«S«i0C

9U.S

8.1*7

18.5

85.3

2^.2

329

301*0

2^.9

17.5 

19

2i*.i*

2l*

29.5

-

91.2

8-3

IDS. 

tons 

per 

acre 

foot

.80

.13

.81

.28

2.97

39

 JO

:£.28 

.28

.36 

.30

.27 

.35

 3>*

.82

.10

Percent 

Sodium

95

50

31

2l*

93

81

80

88

si

80

51* 

86

89

66

Uo

Percent 

Chloride

28

l*.5

11

3->+

16

23

1.8

0 

2.9

2

5-3 

2.5

0

5>

1*.8

Silica 

(Si02 ) i'om

38

1*7

1*U

52

30

37

71

106 

>*5 

96 

lot*

108 

89

^76

90

36

27

Uillli

Calcium

(Ca)

 33

.38

1*.89

1.1*5

1.

23.86

.31*

.25

:2

.1*6

.1+8 

.1*0

.18

2.70

."3

Magnesium

(Ue)

.16

.06

1.56

 35

1.73

57.65

.20

.02 

.05

.11

.80

.05

.05

.90

.07

Sodium

(Ha)

9.15

.1*U

2.92

 56

3**.88

355.>*5

2.17

1.83 

1-39 

1.52

2.26

1.52 

2.71*

1.78

6.85

-3>*

:ram sauivalent cer 1

Potas- 

(K)

-

-

-

--

-

"

-

.10

Tou

.06

.07

.08

~

-

Cartoonate

(COj)

 33

.26

0

0

0

0

0

0

1.03 

1.77 

.60

.63

2.1+0 

.23

2.50

0

.26

Bicarlionats

(HCO,)

5-23

.1*9

1.71*

" 75

1.62

2l*.23

21.51*

2.33

1.11

1.85

2-73

-

8.31

.HI*

ter

Sulphate

_£sa»i

1.37

.08

 17

3-52

.65

7.10

316.25

.23

.16

.15

.16

.29 

.18

.20

l.>*6

.09

Chloride

(01)

2.68

.03

.OS

1.02

.06

6.15

98.99

.05

0 

.06

.06

.15 

.08

0

.56

.03

Hitrate

(HOj)

0

.01

.05

.02

0

-

0

tr.

tr.

tr.

-

0

.01

Index Ho.

20-38-12

30-38-12

7-37-8

lU-37-8

25-37-8

n-37-9

is-37-9

3-37-10

10-37-10 

10-37-10 

10-37-10

10-37-10 

10-37-10

10-37-10 

10-37-10

10-37-10

2i*-37-iO

1-37-11

(ai)
San LuiB Valley, Colorado, Ground Waters - 9 '

(Detailed Analyses) 

_______Location and Description________

15-37-11 

15-37-11

19-37-11 

19-37-11

6-37-12

lU-30-73

21-3&-S

23-36-8

26-3&-S

6-36-9

7-36-9 

35-36-9

25-36-9 

U- 36-10 

7-3&-10

Washington Springe (1UH15A1).

In NE1/U sec. 15. T.37H., E.11S. Trom seepage along base of E&nsen Bluff. 

Ho. 15390 coll. June 16, 1936 by T.W.H. and H.A.W.; Ho. 15717 coll. July 16, 

1936 by T.17.H. Fluoride 5.5-ppB.

"Spring Mound" near Washington Springs (1UN15&1). 

In HE1/U sec. 15, T.37H.. B.11B. Temp. 69°F. 

Coll. June 29. 19>6 oy H.A.W.

Hobert G. Taylor Artesian well

In HE1/U sec. 19, T.37H., B.11S. Depth, 1+55 ft.; diam. 3 in.; disch. 5

Coll. Oct. 17, 1936 oy A.D.G. Fluoride 5.6 ppm.

Hobert C. Taylor Artesian well (ltel9H2}.

In HElA eec. 19, T.37N., B.11E. Depth, 280 ft.; dlseh. 3 gpn. Coll.

Oct. 17, 1936 by A.D.G. Jluoride 2.0 ppm.

T.C. Sheperd Artesian well

In SW1/U sec. 6, T.37H., H.12E. Depth, 210 ft.; diem. 2 in. (inside 3 in. to 110

ft.); disch. 50 gpm. Temp. 57°?. Coll. HOT. 3. 1936 by A.D.G.

Ed. T. Dow Artesian well

In SEl/li sec. 14, T.30S., B.73W., Sixth Prin. Her. Depth, 286 ft.; dian. 1.25 in.;

disch. 2.2 gpm. Temp. 52.5°?. Coll. Oct. 29, 1936 by H.A.W.

Koy Frazier well (15X21H1).

In SEl/ll- of NI1/U sec. 21, T.36N., R.J!E. Depth. 105.3 ft.; dlam. 3.5 ft. square.

Hot arteBian. Temp. 50°F. Coll. HOT. 13, 1936 by H.A.W.

School District Ho. 35 well (15K23K1).

In Sfl/1). of SW1.U sec. 23, T.36N., H.{!E. Depth, 5U ft.; diam. 6 in. Hot artesian.

Coll. June 16, 1936 by T.W.S. and C.S.H.

L.E. Timnins well (15E26H1).

In SEl/ll- of Nil A sec. 26, T.36H., B.8S. Depth, 17.3 ft.; dlan. 3.5 ft. square.

Hot artesian. Coll. HOT. IS, 1936 by H.A.W.

Aiell Arnell Artesian well (15L6K1).

In SEl/ll- sec. 6, T.36H., S.QE. Depth, 120.8 ft. (reported 2UO ft.) eased to HO

ft.; dian. 3 in.; disch. 75 gpm. Temp. 51.5°F. Coll. Oct. 16, 1936 by H.A.W.

irrigation

D.E. Hyker^well (15L7H1).

In SW1/U of SflA sec. 7, T.36N., H.9B. Depth, 23 ft.; diaa. 10.5 " »Q»are. Bot 

artesian. Connected with nearby drain. Tsmp. $2*7. Coll. HOT. 19, 1936 by R.A.W.

Shallow well (15L25D1).

In NWl/U of HW1.U sec. 25, 1.368.. K.gB.

Coll. HOT. 11, 1936 by H.A.W.

Artesian ffsll (15L25L1).

In SW1/1* sec. 25, T.36H., E.9B. Coll. June 16, 1936 by T.W.H. and C.S.H.

Shallow well (15MUR1).

In SEl/1* of SEl/1* sec. U, T.36H., H.10B. Coll. HCT. 6, 1936 by G.M.D.

Tane Lutz Artesian well

In SEl/ll- sec. 7, T.36H., S.10B. Diam. 6 in. Temp. 56°?.

Coll. Sept. 25, 1936 by H.A.W.

(212)
San Iniig Valley, Colorado, Ground Waters - 9 

(Dettd lei Analyeee)

Laboratory

15390 

15717

151423

16032

16026

1591*6

16031*

16183

15377

1609>*

15890

16033

16027

15386

1591*2

15891

Conductance 

KxlO' 

O25*C

602 

61.9

1*60

21.9

*.5

9.81

*.7

1*1*. 2

2>*

51*. 6

2M

56.6

280

25-1

507

22

IDS.

per 

acre

-

~

.22

189

.10

.25

.39

--

.1*8

.28

 51

3.6U

-

6.35

.26

Percent 

Sodl96

-

85

76

1*1

11

21

-

26

17

26

11

-

9.2

si*

Percent 

Chloride

5-1

__

U.9

l*.7

3.9

2.7

20

~

7.1

3.12

16

1.9

-

27

1*.7

Sili-

(S10J 

POT

106

-

38

1*9

25

35

~

-

21

60

23

36

--

1*5

60

llllllei

Calcium

(C*

.16

~

 31

 55

.55

2.10

2.9U

-

3.1*9

1.70

3.1*1*

29.65

~

>*5.52

1.35

liagneelum

(lie)

.10

-

.07

.08

.06

.55

.70

-

.99

 35

.90

l*.28

-

17.1*3

.27

Sodium

(Ha)

£22

--

2.08

1.95

.U2

.32

.97

~

1.57

.1*2

1.51

"*.37

~

6.36

.52

"flfn uflfin

Potassium

(K)

.09

-

-

-

-

-

-

--

-

-

-

-

-

-

-

Talent tier li

Carbonate

(00,)

38.87 

.60

0

.50

0

.16

0

0

0

0

0

0

0

0

0

0

Bicarbonate

(HOOj)

6.59 

5.25

1.02

1.1*1*

2.20

.75

£.62

1.98

.33

l*.ll

1-57

2-51

5.15

.79

3-90

1.18

er

Sulphate

(SOl,)

17.09 

.23

.1*2

.11

.15

.08

.27

1.71

2.85

1.50

.81

2.37

32.37

1.89

1*6.1*3

.85

Chloride

(01)

~3>*

1.75

.12

.11

.03

.07

.31

.5*

.08

.06

.5>*

.73

.06

18.95

.08

Hitrate

(HO.)

0

~

0

.01

.01

.01

.60

--

 35

.02

.1*2

.01

-

0

.02

15-37-11 15-37-11

15-37-H

19-37-U

19-37-11

6-37-12

11-30-73

21-36-8

23-36-8

26-36-8

6-36-9

7-36-9

25-36-9

25-36-9

It-36-10

7-36-10

(213)
Index Ho,

San Luis Valley, Colorado, flround Waters - 10 

(Detailed Analyses) 

______location and Description 

27-36-10

2>35-8

lU-35-9

lU-35-9

18-35-9

23-35-9

2>35-9

31-35-9

31-35-9

17-35-10

2U-35-10

7-35-11

8-35-11

John Eussel Artesian well (15M27&2).

In HE1/U sec. 27, T.36H., B.10E. Depth, 250 ft., cased to 200 ft.; diam. 3 in.!

disch. 1 gpm. Temp. 52°?. Coll. NOT. 11, 1936 by G.M.D.

J. Luis HiTera well (16K23D1).

In SW1/1* of NW1/1* sec. 23, T.-MJN.. R.8E. Depth, 60.5 ft.; U ft. square.

Temp. 9-21*, 51°?. Not arteeian. Coll. Oct. 15, 1936 by H.A.W.

Colorado Milling and Elevator Co. Artesian well

In Sn./h sec. lit, T.35H., H.9E. Siebenthal: La Jara Milling and Elevator Co. 

3^0 ft. well; date not reported; Analysti Dear torn Drug and Chemical Co.! 

No. 15>*35, the northernmost of 2 adjacent wells; (it is not known which of 

the 2 Siebenthal sampled). Depth, 308 ft.; diam. U.5 in.; Temp. 50»F. 

Coll. June 26, 1936 by H.A.W.

La Jara Consolidated School Artesian well (l6uAPl).

In SWlA fee. ll+, T.35H. , R.9E. Depth, 2S3 ft., cased to 200 ft.; dian. ^ in.;

disch. 100 gpm. Temp. ^3°F. Coll. Sept. 28, 1936 by H.A.W.

O'O. Kenton Artesian well (l6LlSRl).

In SE1/U of SE1/U eec. IS, T.35N., R.9E. Depth, 75 ft.; diam. 2 in. U.S. at G.S.;

Temp. 52°F. Coll. Oct. 15, 1936 by H.A.W.

Colorado State Fish Hatchery Arteeian well (16L23M1).

In SW1/1* sec. 23. T.35M., R.gE. Depth, 200 ft.; diam. 5 in. for 75 ft., 3.5 in. 

for 75 ft., and 2'in. for 50 ft.; disch. 60 gpm. Temp. ^"F. Coll. Sept. 26, 

1936 by H.A.W.

Colorado State Fish Hatchery Artesian well (16L23M2).

In Sn./h sec. 23, T.35N., E.9E. Depth, 360 ft., cased to 320 ft.; diam. 5 in.;

disch. 70 gpm. Temp. 1»90F. Coll. Sept. 26, 1936 by H.A.W.

Tennis Smith Artesian well (16L31A1).

In mi/k of NE1/U sec. 31, T.35N., E.9B. Depth unknown. Diam. 2 in.; disch. 

2.9 gpm. No. 15381 coll. June 16, 1936 by T.W.R. and C.S.H. ; No. 15895, Temp. 

U7.5°F. Coll. Oct. 15, 1936 by H.A.W.

Diamond Spring near Capulin, Colo. (16L31F1).

In NW1/U sec. 31, T.35H., E.SE. No. 15380 coll.June 16, 1936 by T.W.E. and 

C.S.H. ; No. 15^98, from main channel carrying total flow of springs, Temp. 

57°P. Coll. July 11, 1936 by T.W.E.

Frank Morgan Artesian well (lfiL32Pl).

In SE1/U of S«1/U sec. 32, T.35N., E.9E. Depth, 6l ft.; dian. 2 in. Non-flowing.

Temp. 50°F. Ooll. Nov. IS, 1936 ty H.A.W.

J.". Dyer Artesian well (l6l!17H2).

In KE1/U sec. 17, T.J5H., E.iOE. Depth, lUO ft., cased to 30 ft.; diam. 5 in.;

disch. 15 gpm. Temp. 50°F. Coll. Nov. 3, 1936 by G.M.D.

Flowing Artesian well (16M2UL1).

In KE1/1* of SW1/U sec. 24, T.35N., R.10E. Owner unknown. Depth unknown. Diajn.

3 in. Coll. Aug. 19, 1936 by T.W.B.

Boss Johnson Artesian well (16N7J2).

In SJ.1/1* sec. 7, T. VjN., E.11B. Depth, SO ft., eased to 30 ft.; diam. 3 in.;

disch. 37 gpm. Temp. 67°F. Coll. Nov. 1*, 1936 by e.M.D.

Dexter Spring (16BSA1).

In SEl/lt eec. 8, T.35N., E.11B. Siebenthal: date not reported. Analyst: W.P.Headden.

(ait)
San Lute Valley, Colorado, Ground Waters - 10 - 

(Detailed Analyses)

Laboratory 

PP.

16035

15892

Sleb.

15^35

15893

1589U

15896

15898

15895 

15381

15380 

15&98

16093

15951

15781

16036

Sleb.

Conductance,. 

KxlO5 

825_«C

21+.^

19.1

19

19.8

15

18.8

19.6

X

32.9

36.3

20

11.7

16.2

23.2

-

ins.

tons 

per 

acre 

foot

 30

.19

.21 

.22

.22

.15

.a

.21

.25

3*

.20

.15

.18

.27

.27

Parcent 

Sodl20

18

19 

a

12

27

17

a

A

21

16

21

31

*

65

Percent 

Chloride

1.2

M

5-3 

2.8

1-5

1.3

1.6

1.6

13

l*

2.>*

3.3

2.4

it

>*.l*

Silica 

(S10 ) &>a2

*7

31

>U 

1*1

1*1*

27

1*6

Uo

39

"J6

Uo

1*9

53

65

72

Calcium

(ca)

1.85

1.20

1.25 

1.30

1.35

.95

1.05

1.10

1.70

2.35

1.35

.70

.65

.95

.*7

Magnesium

(tie)

.20

 39

 25 

 33

.37

.16

 *7

.1*1

 53

.80

.»*

.26

.58

 31

.10

UlllljEl

Sodl-| 

urn

(Na)

 52

 31*

 35

 38

.23

.»u

.32

 39

 37

 7*

 33

 25

.1*8

.98

1.0U

Potaseium

(K)

~

-

.06

-

~

-

-

.08

-

-

.07

-

-

Carbonate

(COj)

0

0

1.03 

0

0

.20

0

0

0 

0

0

0

0

0

.13

1.00

Bicarbonate

(HCO-)

1.00

l."»3

1.13

1.13

.87

1.05

1.08

1.59 

1.57

a

1.62

1.11

l.W

1.11

-

Sulphate

tSO|,)

1.5*

.>W

.75 

.81

.79

M

.75

 79

:8

1-33 

1.00

.»H*

.06

.it

.90

.52

Chloride

(Cl)

.03

.06

.10 

.06

.02

.02

.02

.02

.28 

.25

.11 

.10

.oU

.03

.0>*

.08

.07

Nitrate

(NOj)

0

.03

tr.

.01

0

.01

.01

.07

^06

.01

.01

0

.01

~

Index Ho.

27-36-10

23-35-8

lU-35-9 

lit- 35-9

lU-35-9

18-35-9

23-35-9

23-35-9

31-35-9 

31-35-9

31-35-9 

31-35-9

32-35-9

17-35-10

2U- 35-10

7-35-11

8-35-11

(as)
San Mils Valley,Colorado, Ground Waters - 11 

(Detailed Analyses)

IS-35-11 Uelntire Springs (ifiHlSEl).

In HW1/1* sec. 18. T.35»., H.11E. Slebenthal: date not reported. Analyst! 

W.P. Headden. No. 15726, from main channel representing total flow of springs, 

Temp. 6U<T. Coll. July 11, 1936 1>y T.1T.H.

10-3U-9 B. Bake Artesian well (17L10D1).

In HWlA of OT1/H sec. 10, T.3»HI.. H.JE. Depth, 68.5 ft.; diam. 2 in.: disch. 

2 gpm. Tenp. 50°F. Coll. Oct. 15, 1936 by H.A.1T.

10-3lt-9 lire. V.P. Hunnieutt Artesian well (17L10R1).

In SBlA of SE1/U sec. 10, T.3l«I., H.gi. Depth, 75 ft.: diam. 2 in.; disch. 0.25 

gpm. Tetip. 51*F- Coll. Oct. 15, 1936 by H.A.1T.

23-3lt_g mi Bagwell Artesian well (17L23J1).

In SZ1/5 sec. 23, T.3UH., H.gi. Depth, 80 ft., cased to *5 ft.; diam. 2 in. 

Tetip. >*9.5P*. Coll. Sept. 28, 19J6 by B.A.1T.

?9-3>9 Denver and Eio Grande S.E. well at Antonlto, Colo.

In sec. 29. T.J3N., R.3E. Slebenthal: Depth, 2U2 ft.; date not reported. Analyst: 

Kennicott Water Softener Co.

(a6)
San Lala Valley, Colorado, Ground Waters - 11 - 

(Detailed Analyses)

Laboratory 

So.

Sleb.

15726

15897

15899

15907

Sleb.

Conductance 

KxlO'

20

19.2

21.6

*.u

-

IDS. 

tona 

per 

acre 

foot

.aU

.23

1 

.21

.*

.26

.UO

Percent 

Sodium

jit

26

13

15

S.H

~

Percent 

Chloride

2.U

37

U2

28

-

Kill!/

Silica

(sio2 )

PPB

52

*9

33

32

36

»

CaloiUM

(Ca)

1.15

1.15

1.20

1.30

1.65

2.15

aium 

(He)

 23

U5

.38

.Hi

.53

.07

3odlun

(Ha)

.65

.Us

.*

 30

.20

.87

tran eqi

Potaaslua

(E)

.07

.09

-

"

-

-

livalen

Carbonate

3

1.50

0

0

0

0

3.07

 oer 1

Bicarbonate

(HOO.) J1

1.KH

.89

.79

1.10

~

Lter

Sulphate

(301,)

.58

.25

.37

.62

 »

Chloride

foil

.05

A

.56

...

1.15

Kltrate

JHQ,!

0

.23

.29

.32

--

1S-35-11

IS- 35-H

10-3U-9

10-314-9

2J-3lt-9

29-35-9
(Detailed Analyzes) 

Index So.__________________Location and Description

13-J6-1 San Juan River, Test Pork, near Pagosa Springs. Oolo. (l)

Lat.37°22'30i<. long.l06°53'U5", Ml/U sec. 12, T.36N, R.1W, S.M.P.M.; at high-nay bridge 

0.6 mile above mouth, and 10 miles northeast of Pagosa Springst G.E., 1.52. 

Coll. Sept. 18, 1936, by W.O.B. Sampled and analyzed by U. S. 0. S.

13-75-2 Saa Juan Hiver, at Pagosa Springs, Oolo. (2)

Lat.37°15'55", Iong.l07c00'>*0", Sl/E sec. 13, T-35N, R.2W, N.M.P.M.; at lower highway 

bridge at Pagosa Springs. G.H. (O.S.), 3.18. Ooll. June 29, 1936, (after rain) by ' 

f.8.B. Sampled and analyzed by U.S.O.S.

1-31*-! Hio Blanoo, near Pagosa Springs, Colo. (3)

Lat.37°12'll5", long.lo6°U7'lK>", center of sec. 1, T.jHH, R.1B, H.M.P.M.; at highway 

bridge O.U mile abovs mouth of White Creek, IS.5 miles southeast of Pagosa Springs. 

G.H., 1.63. Ooll. Sept. 17, 1936, by W.O.B. Sample d and analyzed by U. S.8. S.

6-JS-2 Navajo Fiver, near Chromo, Colo. (U)

Lat.37°02'00", long.lo6°W'50», SWl/^ sec. 6, T.32N, H.2E, N.M.P.H.j 3.5 miles east 

of Chromo. S.H., Z.Vj. Coll. Sapt. 16, 1936, byW.O.B. Sampled and"analyzed by 

V.S.O.S.

2l*-3S-l Navajo Hirer, at Edith, Colo.

Lat.37°00'10". long.lo6°OU'20", in HWl/^ sec. 2k, T..32N, H.11T, U.M.P.M.; at highway 

bridge a quarter of a mile east of Edith; and one mile above mouth of Coyote Creek. 

G.H., 1.78. Coll. June 30, 1936, by W.C-.B. Supled and analyzed by II. S.a.S.

21-32-5 San Juan River, at Rosa, New Mex.

Lat.37°00'21", long.l07°2U'10», in sec. 21. T.32N, K.JW, H.M.P.M.; at Hoea, about 300 

yards above highway briige and about a quarter of a mile below mouth of Piedra Hiver. 

G.H. (O.S.), 2.17 --02. Coll. June 29, 1936, by Tt.S.B. Sampled and analyied by 

U.S.O.S.

7-32-9 Animas Hiver, near Cedar Hill, Sew Mex.

Lat.37°02'15", Iong.l07°52'25", in sec. 7, T.32H, H.?U, S.M.P.M.; three quarters of a 

mile below mouth of Florida Hiver, 2.5 miles above Colorado-New Mexico State Line and 

S.? miles north of Cedar Hill. O.H., 3.22. Ooll. Jnae 29, 1936. by W.O.B. 

Sampled arid analyzed by If. S.B.

(21S)
San Juan Hirer Basin, Colorado, Surface Waters

Laboratory

15779

151*1*1

15778

157SO

151*1*3

15U1*2

151*1*1*

Conductonce 

Kxlo5 

835 °C

5-5

15-3

13-9

H*.5

19.8

21.1*

31.2

IDS. 

tons 

per 

acre 

foot

0.07

.15

.lU

.15

.21

.19

.26

Percent 

Sodi30

&

31

19

'23

28

17

Percent 

Chloride

0

3

0

7

-5

2

9

Silica 

(Si02 

Pwn

18

27

26

26

1*6

17

6.8

Mill

Calci- 

(Ca)

 31

.70

.85

.90

1.10

1.15

2.10

Magnesium

(Me)

 13

.23

.22

.28

.1*3

.1*U

 51

Sodium

(Na)

.17

.1*3

."3

.25

.U2

.56

.!*<?

cram equivalent ner

Potassium

(K)

.02

.*

.01*

 03

.OU

.05

.05

Bicarbonnts

(HC03)

.1*6

 92

1-33

.77

1.23'

1.88*

1.1*6

Sulphate

(SOlj)

.12

.1*U

 15

.65

.71

 79

1.39

iter

Chloride

(01)

.00

.OU

.00

.01

.01

 05

.28

Nitrate

ISAjL.

.00

tr

.00

.00

.00

.00

.01

Index No.

12-36-1

13-35-2

l-3l*-l

6-32-2

2U-33-1

21-3?-5

7-32-9

* Includes carbonate (003)

(219)
Middle Rio Grande Valley, Sew Mexico, Surface Wat ere

(Detailed Analyees) 

________Location and Description___________

Note: In the following descriptions the townships and ranges are referred to the Hew 

Mexico principal meridian; the elevations are by the Geological Survey. The 

eamplea with number preceded by BE are those of the State of Texae. Unlees 

otherwise noted, the other analyses are by the Geological Survey. The discharge 

values in cubic feet per second when reported are based on estimates made at 

the time of sampling and are subject to revision. The potassium values reported 

by the State of Texas were not determined but were obtained by difference. 

In addition to the constituents reported in the table the analyses made by the Geological Survey usually included iron, boron, and fluoride. The values for these 

constituents are usually low and they are reported with the location description 

only where they are high enough to warrant mention; in the case of boron when higher 

than 0.55 ppm. and of fluoride when 1.0 ppm. or more.

3U-32-13

33-29-13

2S-27-13

31-27-12

10-26-13

23-25-12

29-23-10

17-20-10

Costilla Creek, near Costilla, Hew Vex.

lat. 36°5S', Iong.l05l> 32', in sec. ft, T.32H., R.IJI, (projected), in Sangre de Cristo 

Grant, about half a mile above diversion dam and two miles south of Costilla, Taos 

County. Zero of gage is feet above sea level. G.H., 1.38. Coll. Sept. U, 

1936 by B.J. and W.L.L. Fluoride 1.1 ppm.

Rio Colorado, near Qtiesta, New Uex.

Lat.36°U2 l , Iong.l05°33', in see. 33, T.29H., R.13S, 1-3/U miles above mouth of Cabr«sto 

Creek and 2 miles east of Queeta. Zero of gage ie feet above sea level. G.H., 

1.85. Coll. Sept. H, 1936 by B.J. and W.L.L.

Rio Hondo, near Taldez, New Uex.

Lat.36°32"?0", Iong.l05°33'30", Sl/2 eec. 28, T.27H., R.13S, 200 feet above old toll

gate, 1-1/2 miles east of Taldez. Coll. Sept. H, 1936 by B.J. and W.L.L.

Rio Hondo, at Arroyo Hondo, Hew Uex.

Lat.36"30"50", long. 105DlH'1*5", El/2 eec. 31, T.27H., H.12I, on Arroyo Hondo Grant, 

half a mile above confluence with Bio Qrande and 1.5 miles weet of Arroyo Hondo. 

Zero of gage is feet above sea level. G.H., 1.1*7. Coll. Sept. H, 1936 by 

B.J. and W.L.L.

Rio Lucero, near Arroyo Seco, Hew Mex. (6)

Lat.36°30 I 1 Iong.l05°32', sec. 10, T.26H., H.IJE.; 200 feet above Rio Lucero Divieion 

Dam, 2 miles southeast of Arroyo Seco, U-l/2 miles north of Taos Pueblo. Zero cf gage 

ie SOUs.92 feet abeve eea level. G.H., 0.88. Coll. Sept. k, 1936 by B.J. and W.L.L.

Rio Taos, near Los Cordovae, He* Mex. (7)

Lat.36<> 23', Iong.l050 39', Hl/2 eec. 23, T.25H., H.12I.: about 50 feet below mouths

of Rio Ranches de Taos and Arroyo Ssoo, 1/2 mile northeast of Los Cordovas, and U milee

weet of Taoe. Zero of gage ie §710.59 feet above sea level. G.H., 1.61. Coll. Sept.

>*, 1936 V B.J. and W.L.L.

Embudo Creek, near Dixon, New Uex. (9)

Lat.36M2', Iong.l05°55", eec. 29, T.23H., R.10E.: 1 mile northwest of Dixon and 

1-1/2 miles above confluence with Rio Grande. Zero of gage is 5925-56 feet above sea 

level. G.H., 2.87. Coll. Sept. ^, 1936 by B.J. and W.L.L.

Rio Santa Cruz, at Cundiyo, New Mex.

Lat.350 58', Iong.l05°55', in SE1/1* of tTWl/ll eec. 17, T.20H.. R.10E.; 135 feet below 

highway bridge at junction of Rio Uedio and Rio Frijoles to form Rio Santa Cruz, and 

a quarter of a mile northwest of Cundiyo. Zero of gage is feet above sea 

level. G.H., 1.28. Coll. Sept. U, 1936 iy B.J. and W.L.L.

Nambe Creek, at Pojoaque Highway Bridge near Nambe, New Mex.

Lat.350 3U' t long.l06D 01 l , HW1/U sec. 8, T.19N., R.9E.; 0.2 mile above highway bridge 

at Fojoaque, about a mile above confluence with Rio Tesuque, and about 3 miles west 

of Hambe. Zero of gage ie feet above sea levsl. G.H., O.S5. Coll. Sept. U, 

1936 by B.J. and W.L.L.

(220)
Middle RioBrands Valley, Daw Ifezieo, Surface Watert

(Detailed Analyses)

 t

S

ys

C

\ 

4J

I

+3

\

S

t-t

, 1 s

|i i

11 

ill

1 -HO ft

pq jo *-

ll s

S 1 a

 rl 

|ll

fsj 5^

£ 00 I

1 4» -H 

jlggl

JS 

tt V

>H i

0 0

 n « *

ii§s£

lie

*\ K\K^cy K\cy 

nj (^t^-r w i

1 L I I 1 

JJ KNWrH O>*> 

>^ l^eVJf^ rHC\J 

o ooo oo 

1^ rfC!5S .^ 

O OOO fc«H 

<H HW^ HCU 

(H r

 H rH CU r-

tf>K\cy^cyr^ 

oooooo 

e rr25 » « 

* KS5 ^^ 

o Q^^Q oo 

en v£> cr* oo otoo 

S d d S 2! « 

" 5 o S 

rH H <-4 (H rH 

oii>vO(-iir\ 

r^ nJr-tni Oj* 

^ Sy W 10 O IT

liilli
Middle Hlo Grande Valley, New Mexico, Surface Waters - 2.-

(Detailed Analyses) 

Index Ho.____________________Location aa4 peserlptlon 

2U-17-10 Santa Fe Creek, near Santa Fe, Hew Mex. (11)

Lat.35°lil', long. 105" 50', In SW1/U of SW1/U see. 2U, T.17H. , H.10E.; about 300 feet 

below upper storage reservoir of New Mexico Power Co. , and 6 ml lea east of Santa Fe. 

Zero of gage is feet above eea level. G.H. , 0.83- Coll. Sept. 5, 1936 by 

3.J. and W.L.L.

-31-3 Rio Chama, near Chama, New Mex.

Lat.36°52', Iong.lo6°35', In Tlerra Amarllla Grant, at highway bridge over Hlo Chama, 

about 1/2 mile above confluence with Little Chama Elver, and about Z miles south of 

Chama on U.S. Highway No. 285. No gage. Coll. June 17, 1936 by O.S.H.

17-29-U Rio Brazos, near Parkview, Hew Hex.

In eee. 17, T.29H., R.UE. ; In Tlerra Amarilla Grant above junction with Hlo Chama. 

Coll. June 1^, 1336 by W.A.L.

-29-1* Hlo Chama, at Parkview, New Mex.

Lat . 36°U3 ' , long.106"^ 1 , In sec. T.29N.. R.UE.; in Tierra Amarllla Grant 150 . 

feet above highway bridge, 650 feet below mouth of Rio Brazos and a half a mile 

northwest of Parkview, Rio Arrlba County. Zero of gage le feet above sea 

level. G.H. , 2.21. Coll. July 21, 1936 by T.Y.

33-28-2 Rio Chama, at El Tada Cam, New Ilex.

Lat.36°36', long. 106°1*'. In sec. 33, T.2SS., R.2S.; about 13 miles southeast of

Tlerra Amarllla, New Uex.

No. 15398, from above dam. Coll. June 17, 1936 by C.S.H.

"o. 15397, spring at base of Asm. Coll. June 17, 1936 by C.S.H.

No. 15553, spring at base of dam. Coll. July 21, 1936 by T.Y. and J.F.T.

No. 1555^, seepage on east side of valve. Coll. July 21, 1936 by T.Y. and J.F.T.

No. EE2SU, st gaging station 1800 feet below dam. Coll. Feb. 1, 1936 by W.A.L.

No. BSS11, at gaging station 1800 f*et below dam. Coll. May 27, 1936 by W.A.L.

No. 15551, at gaging station 1800 feet below dam (5). Zero of gage Is

feet above sea level. G.H. , 5.13. Coll. July 21, 1936 by T.Y. and J.F.T.

No. EE10S5, at gaging station 1800 feet below dam. Coll. Aug. 1*, 1936 by W.A.L.

31-22-S Rio Chama, near Chaaita, New Uex. (10)

Lat.36°06', long.106'08', Sl/2 sec. 31, T.22N., B.SB.: 50 feet below Espanola-Ojo 

Callente Highway bridge, 3-3/1* miles northweet of Chamita and 1* miles above conflux 

ence with Rio Grande. Zero of gage is 5654.09 feet above sea level. Ho.ES1t25 

coll. March 11, 1936 by K.A.L. No. BE902 coll. July 20, 1936 by W.A.L. No. 15796, 

G.H., 2.78, coll. Sept. U, 1936 by B.J. and W.L.L.

11-20-7 Santa Clara Creek, near Espanola, New Mex.

Lat.35°5S', Iong.lo6e ll', near SW cor. eec. 11, T.gOH., R.7K.: about 5-1/2 miles 

ve the mouth and about 5-1/2 miles southwest of lepanola. Zero of gage is 

t above sea level. G.H., 0.0. Coll. Set.'U 16 b B.J. and W.L.L.

above the mouth and about 5-1/2 miles southwest of lepanola. Zero of gage 

feet above sea level. G.H., 0.90. Coll. Sept.'U, 1936 by B.J. and W.L.L.

7-15-2 Jemez Creek near San Ysidro, Hew Mex.

See. 7, T.15N., R.2K.: above the Junction of Sal ado branch. No. BS31 coll. Aug. 29, 193? 

by W.A.L. Ho. SE1S6 coll. Dec. 13, 1935 *>y W.A.L. Ho. BS92S coll. July 21, 1936 by W.A.L.

1 15-1 Jemez Creek, Salado branch near San Tsidro, Hew Mex.

See. 1,, T.15K., B.U.; above the junction with Jemez Creek. No. H929 coll. July 21, 

1936 by W.A.L.

38-11*-!! Jemez Creek, near Bernallllo, Hew Mex. (25)

Lat.35°23'l«)«, Iong.lo6»32'25». 81/2 eee. 32, T.llW., R.lffl.; about 2 miles above confluence with Hio Grande, and 6.2 miles north of Bernallllo. Zero of gage le 5120.11 

feet above sea level. Ho. 15559 coll. July 12, 1936 by C.H.H. No. EI930 coll. July 

a, 1936 by W.A.L.

(222)
Middle Rio Grande Valley, New Mexico, Surface Waters - 2 - 

(Detailed Analyses)

Laboratory 

No.

15775

15396

EE771

15552

15398

15397

15553

1555&

EE28U

EE811 

15551

EE10S5

BEU25 

EB902 

15796

15773

EE31 

EE1S6

EE928

EE929

15559

EE930

duetKi!05 

«2>50 C

6.0

8.7

7-9

15-7

15-9

1*5.0 

It7.5

23-9

53-5

15.5 

22.0

1*. 3

72.8 

1*3.7 

6U.7

g.s

1*6.5 

78.0

86.0

1*05.

31*2

IDS.

foot

.OS

-

.08

.16

".^7

.22

 50

.11* 

 25

M

.71 

.HZ 

.62

.1U

.U2

.6U

 70

it. 91

3-77 

3-92

C.f.8.

7-7

1*6

11 1*51*

388

397

106 

675 

6si*

2.1

50

19U 

2

Sodium

2l*

~

15

17

10

13

21

20

is

21

29 

21 

15

U6

s57

39

1*6 

in

Chloride

0

"

lt.lt

.6

1.9

1-7

1.8

6.2 

1.8

2.6

it. 6 

3.6

1-3

3

26 

33

36

15-5

18 

17

ca 

(SiOs 

Praa

17

-

29

11

13

16

12

52

32

UB

(Ca)

 31

-

 59

1.05

3.1A

1.60

3.22

 93 

1.65

2.37

it. 23 

2.83 

l*.l*U

 32

1.96 

2.82

2.93

26.30

18.67 

20.50

Magnesium

(lie)

.21

-

.26

 32

 90

 53

1-35

:31.^2

1.63

.8? 

1-23

.19

.82 

.83

 75

it. 87

3-29 

3. 68

(UliSE

um 

(Na)

.lit

--

.15

.23

"36

.26

l.OU

.32 

 >»3

1.01

2.33 

.99 

.96

Al

2.29 

^ 55

lt.92

19.60

1S.O 

16.60

iSLaiai

slum 

(K)

.02

-

0

.05

.12

.07

.21

0

.07

0

.03

.02 

.07

 03

0 

.08

0

.Ul

 38 

.39

ralent

Bicarbonate

(HCOj)

.46

.82

.SO

1.3*

.87

.16 

.02

 70

1.30

 95 

1.23

l.Uo

2.UO 

1.80 

2.03

.77

1%

it.go

2.75

2.79 

3.25

per lit

Sulphate

(SOk)

 13

.12

.06

.25

 50

5.06 

It. 62 1.52

lt.U2

1*1

3-13

5.13 

2.74 

lt.5lt

.09

.5* 

1.08

.63

1*0.5

29.81 

30.80

Chloride

(CD

0

.11

.*

.01

 03

.lit

.OS

.03

.10

.07 

.03

.10

 35 

 15 

.08

.03

1.30 

2.75

3.05

7.90

7-39 

7.10

Hitrate

(NO,)

0

-

0

0

.01

.01

0

.03

.02

.02

.01* 

.02 

.01

0

0 

0

.01

.03

.02 

.02

Index No.

2U-17-10

-31-3

17-29-1*

-29-4

33-28-2

31-22-8

11-20-7

7-15-2

1-15-1

32-lH-lt

(223)
Index Ho.

Middle Rio Orande Valley, Hew Mexico, Surface Waters - 3 -

(Detailed Analyses) 

__________Location and Description 

31-7-1 Bio Puerco at Bio Puerco, Hew Hex. (51)

Lat.34°47', long.lOT'OO", see. 31, T.7H., B.1W.; at railroad 'bridge, 16 miles weet 

of Los Lianas. Zero of gage is 5008.68 fest above sea level. Ho. 15790, G.H. 0.56, 

ooll. July 23, 1936 by W.H.C. Fluoride, 5.6 ppn. Ho. 1579U, G.H. {out side) 0.54, 

coll. Sept. 9, 1936 by W.H.C. Pluoride, 2.4 ppm. Ho. 15870, O.H. 3.58, coll. 

Sept. 27, 1936 by W.H.C. Fluoride 1.2 ppm.

S-2-1 Eio Pueroo at bridge on highway 0. S. 85. (101)

SI1/4 sec. 8, T.2H., E.1B.; 1-1/1* ailei southwest of Bernario. Hew Uox. 

and 1.5 mile* above Junction with Eio Brands. Ho. SE29 coll. Aug. S. 1935 *y W.A.L. 

Ho. BE278 ooll. Feb. 21, 1936 by W.A.L. Ho. 10891 coll. May Z, 1936 by W.B.W. Ho. 

EE898 ooll. July 9, 1936 by W.A.L. Ho. BE907 coll. July 13, 1936 by W.A.L. Ho. 

15900 coll. July 15, 1936 . Ho. B1019 coll. Aug. 22, 1936 by W.A.L. Ho. 1207 coll. 

Sept. 2g, 1936 by W.A.L. Ho. l6l4l ooll. Dec. 1, 1936 by L.J.E. Ho. 10891, analysed 

by U.S.B.F.I.; Silt: 96 tone per acre foot.

24-1-1 Eio Salado, near mouth, near San Acacia, New Ilex. (Zl)

Wl/2 sec. *, 1.1H., E.1W.; at highway bridge 2 miles north of San Acacia, about 9 

milee southwest of Bnrnardo, and 3 milee above junction with Eio Orande. Ho. BE30 

ooll. Aug. S, 1935 *y f-A.L. Ho. BE899 coll. July 11, 1936 by W.A.L. Ho. 15901 

. coll. July 11, 1936 i Pluoride, 2.2 ppm. Ho. 10SU coll. Aug. 22, 1936 by W.A.L.

13-19-7 El° Grande at Otowi Bridge, near San Ildefonso, Hew Hex.

Lat.35°^9'30», long.l06»7'2S", sec. 13, T.19H., R.7*.: at Denver and Hio Grando 

Western Railroad bridge, 2 miles southwest of San Ildefonso and 3 miles below mouth 

of Tesuque Creek; approximately 5,500 feet above sea level. Zero of gage is 5**88.>*8 

feet above sea level. M904 coll. July 20, 1936 by W.A.L.

17-16-6 Eio Crande at Coohiti, New Uex. (12)

Lat.35*38', long.106'19 1 , HS1/4 sec. 17, T.16X, R.flj.; at highway bridge 1 mile 

northeaet of Cochiti and 8 milee above mouth of Galisteo Creek. Zero of gage is 

5224.76 feet above sea level. Ho. H409 coll. March 3, 1936 by W.A.L. Ho. 15501, 

G.H., U.30, coll. July S, 1936 by W.F.B. Ho. l6l45, O.H., 4.24, coll. Dec. 2, 1936 

by C.B.T.

13-15-5 Bio Grande at Pena Blanoa, Hew Hex. (865.9)

NW1/4 seo. 13, T.lJH., E.5I.: above outlet of Pena Blanca E.S.D. Coll. June 22, 

1936 by W.A.L.

17-14-5 Eio Grande at San Felipe, Hew Uex. (21)

SW1/4 sec. 17, T.14H., E.5I.; at highway bridge 2000 feet below nouth of Tonque 

Arroyo, 1/2 mile above San Pelipa, and about 12 miles northeast of Beraalillo. 

Zero of gage ie 5110.3!! feet above sea level. G.H., 4.22. Coll. Aug. 31, 1936 

by J.T.D.

3-13-4 Eio Grande at Angoetura Diversion Dan, Hew Ilex. (S79-5)

SUlA sec. 3, T.1JH., E.lUS.; near Algo«ones, Hew Hex. Ho. M32, coll. Sept. 11, 

1935 by I.A.L. Ho. M93 coll. Dot. 14, 1935 by W.A.L. Ho. BE116 coll. Hov. 2,

1935 t>7 W.A.L. Ho. Ml67 coll. Dec. 6, 1935 1>y W.A.L. Ho. H274 coll. Feb. 17,

1936 by W.A.L. Ho. EE574 ooll. April 23, 1936 by W.A.L. Ho. SSQ01 coll. July 

20, 1936 by W.A.L.

2>+-8-2 Bio Grande at Isleta, Hew Uex. (48)

Wl/2 sec. 24, T.gH.. E.2Z.; at highway bridge Just east of Isleta. and immediately 

upstream from Isleta Diversion Dam. Ho gage. Ho. KS33 ooll. Sept. 10, 1935 *y 

W.A.L. Ho. BSgU coll. Oct. 15, 1935 by W.A.L. Ho. KS117 coll. Hov. 1, 1935 *? 

W.A.L. Ho. IBlfig coll. Deo. 6, 1935 by W.A.L. Ho. BB275 coll. Feb. 18. 1936 by 

W.A.L. Ho. H573 coll. April 23, 1936 by W.A.L. Ho. «Sg46 coll. June 24, 1936 by 

W.A.L. So. BE925 coll. July 22, 1936 by W.A.L. Ho. 15908 coll. Aug. 31, 1936 by 

W.H.C. Ho. 16146, ooU_ Deo. 3, 1936 by W.H.C.

(284)
Hilda* Bio Orande Talley, lav Mexico, Surface Water* - 3 - 

(Detailed Analy«ei)

Laboratory 

Bo.

15790 

1579!*

15870

B29

EE278

10891

B89S

K907

15900

IE1019

B1207

I6ll*l

B30

IE899

KE108H

15901

ngoH

*EH09

15501 

I6ll*5

EEgH5

15791

IE32

KB93

mi6

EE167

EE27H 

EE57H

BE901

SS

EE117 

EE168

M275

IE573 

EE8l*6

15908

161H6

Conduct 

ance 

Ex!05 

 25*0

299 

262

177

235

213

196

105 

328

330

192

506

289

260

11*2

183

60.2

1*2.6 m

36.7

1*7.5

1*8.1

1*2.5

39.*

40.6

39.1 

28.1

1*1.3

59.1

57.2 

Hg.i 

59.2

52.9

 51.6 

43-3

57.8 

H2. 5

50.6

IDS. 

toae 

per 

acre

3-* 

2.75

1.93

2.51

2.27

2.08

U.' 10

3-79

2. Si*

2.08

5.92

2.61*

3.13

1.1*0

1.86

.60

.1*2

is9

 32

.35

.Hi*

.1*8

.1*1

.3637

 3" 

 23

.38

.57

:S 

:8'2

:8.1*6

Dleeh. 

a t 

0.05 

0.02

3-5

100

25

1*8

200

538

1500

839

1370

1000

750

600

500

376

ISO

1020

Percent 

SodlX3*

*3

56

»7

>*5

39

%1*1

HI*

H7

39

36

21

25

30

23

28

30

26

32

31

24

31

33

19

24

38

35

28 

HO

H3

29

36

25

36

Percent 

Ohio16

1H

3.6

7."*

13

10

15.6

6)3

5-1

5-9

23

36

9«H

9-5

3-1

6.H

5-9

5-2

6.0

9-0

7.6

5.0

5.6

6.0 

6.H

6.2

12

11 

16' 8

15

9.7 

11

^.2

12

Silica 

(Si03 

PDM

20 

8.0

16

22

12

19

9

25

j[

Calel- 

(Ca)

12.1*8 

9.68

10.23

11.6

7.7!*

9.60

H.80 

16.40

16.72

11.90

9.83

23.86

11.80

14.80

7.50

11 73

3-77

2.35

1.90 

1-95

2.18

3.0H

2.66

2.H8

2.39

2.30

2.22 

1.81

2.53

3-19

3-lH 

2.9H

2.63

1.86 

2.33

3-09 

2.75

2.65

Uagne-

 lUn

(lie)

6.00 

3.62

3.21

H.19

3io6

3.5H

1.62 

5.80

8.39

H.28

3.18

11.H3

H.61

H.63

2.90

5-92

1.07

.88

:S

.64

.81

l.U

 78

.88

.81

 59 

.4s

.a

.86

.83 .90

.89

.59

'.«) 

.66

.76

(V.

lllzrai

Sodium

(Ha)

16.22 

15-70

6.81

11.7

13.2

11.63

18.00

15-75

13.20

9.00

28.00

1H.80

12.50

5-93

H.5S

1.60

1.35

.70 

.99

1.12

1.26

1.77

l.H7

l!2H

1.23 

 55

1.08

2.37

2.10 

l.HH 

2.51

2.13

 85 1.56

2.09 

1.13

1.92

)C1

i eonlTi

PotaeSlUD

(K)

.Hi 

 23

0

.29

.16

.08

.22

0

0

0

0

0

.OH

.05

.05 

0

.08

.10

0

0

.12

.18

.16 

0

0

.08

.09

.08 

0

.29

.16 

.11

0

ilent c

Bicarbonate

(HOO.:

3.3* 

2.20

2.18

4.00

2.80

^35

3^85

2.87

3.60

2.00

3.07

8.00

3.95

7.20 7.79

2.35

2.30

1.66 

2.25

2.70

2.5H

3.00

2.70

2.05

2.70

2.40 

1.50

2.30

2.85

3.05 

2.1*5 

2.90

2.65

1.89 

2.49

2.85 

2.61

2.66

r lite

Sulphate

(SO),)

25.65 

22.71

17.28

21.3

18.30

18.81

5.10 

3H.20

S' 27

18.' 70

12.10

23-50

7-57

12.20

3.93

2.03

1.50 

1.10

1.11

2.27

2.02

1.59

2.06

1.58

1.55 

l.lH

1.82

2.90

2!ng

2. Hi

2.14

1.29 

1.53

i'.9s

Chloride

(01)

5.6H 

H.03

 73

2.00

3.10 2.32

1.90

2.20

2.59

1.50

1.20

lH.27

11.10

H.HO

1.50

2.12

.20

 30

.11 

.20

.20

.20

.50

 35

.20

 25

.25 

.15

 25

.75

!HO

1.00

.85 .30

 50

 75 

.25

.65

IItrate

(HOj)

.01 

.12

0

.09

 07

0

.03

tr

.09

0

0

0

.03

0

0

.01 

.01

.01

.01

0

0

.02

0

0

.03

.02

tr

0 

.02 

0

0

.03 

0

.05 

.03

.01

Index Ho.

31-7-1

8-2-1

*-!-!

13-19-7

17-16-6

13-15-5

17-14-5

3-13-H

24-8-2

"Includes carbonate (OOj)
Index Ho.

Middle Rio Grande Valley. Hen Mexico, Surfa

(Detailed Analyses) 

_________Location and Description 

Waters - I* -

12-2-1 Rio Grande near Bernardo, Hew Mex (78)

HW1/U sec. 12, T.ar., H.IS.; at bridge on highway U.S. 60, 2 miles east o' Bernardo. Zero 

of west gage is 1*723.98 feet above sea level; that of the east gage, left bank, is 

1*723.1*9 feet above sea leval. Ho. EE3U, coll. Sept. 10, 1935 by W.A.L. So. IS95, Coll. 

Oct. 16, 1935 by W.A.L. Ho. KE118 coll. Hov. 1, 1935 by W.A.L. Ho. SI276 coll. Feb. 

21, 1936 by W.A.L. No. KE572 coll. April 23, 1936 by W.A.L. Ho. 151*69, G.H. 2.83, ooll. 

July 10, 1936 by M.D.D. Ho. KE926 coll. July 22, 1936 by W.A.L.

1-1-1 Rio Grande at San Acacia, Hew Mex. (62)

NE1/1* sec. 1, T.IS., R.1W.; 1/8 mile downstream from diversion dam, and 3/8 mile east 

of San Acacia. Zero of west gage is 1*662.56 feet, that of east gage is U663.03 feet, 

above sea level. Ho. EEL85 coll. Deo. 6, 1935 by W.A.L. Ho. EE277 coll. Feb. 21, 1936 

by W.A.L. Ho. KE571 coll. April 2**, 1936 by W.A.L. Ho. KSS28 coll. #une 25, 19J6 by 

W.A.L. No. EE927 coll. July 22. 1936 by W.A.L. No. 15795 ooll. Aug. 31, 1936 by O.M.L. 

No. EE1208 coll. Sept. 28, 1936 by W.A.L. Ho. 16139, G.H. 3.8U, ooll. Deo. 1, 1936 by 

C.M.L. Fluoride, 1.5 ppm.

32-U-l Rio Grande at San Antonio, Hew Mex. (987.9)

SE1/U ssc. 32, T.U8., H.IS.; at highway bridge 1 mile east of San Antonio. Ho. H119 

coll, Nov. 5, 1935 by W.A.L. No. 1J&26 coll. March S, 1936 by W.A.L. Ho. EE569 coll. 

April 2U, 1936 by W.A.L. Ho. H5900 coll. July 11, 1936 by W.A.L. Ho. KE906 coll. 

July 23, 1S36 by W.A.L.

19-7-1 Rio Grande at San ttarcial, New Mex. (1000.6)

Sec. 19. T.7S., H.1W.; at railroad bridge 1 mile below San Marcial. Zero of gage Is 

1*1*55-38 feet above sea level. Ooll. July 22, 1936 by W.A.L.

10-13-U Albuquerque Main Canal, at head, near Algodones, Hew Mex. (aU).

NE1/U sec. 10. T.13H., R.US.; 1 mile west of Algodones, 6 miles northeast of Bernalillo, 

and opposite mouth of Jemez Creek. Zero of gage ie 507U.6S feet abcve sea level. G.H., 

U.20. Ooll. Dec. 1, 1936 by O.H.

9-11-3 Albuquerque Main Canal at Alameda-Corrales road crossing.

Sec. 9, T.11H., H.31.; a* well 89U.U-11E, for comparison with well sample. Ooll. Oct. 

30, 1936 by W.L.L. and P.K. Sluoride 1.0 ppm.

17-11-3 Albuquerque Main Canal, at end, near Alameda, Men Msx. (36)

SS1/U sec. 17, T.11N., H.3S.; at highway crossing 1-1/2 miles southwrt of Alameda, 

1 mile downstream from highway bridge over Rio Grande, and about 12 miles below 

canal head. Ho gage. Coll. July 7, 1936 by G.F.H.

lU-10-2 Arenal Main Canal, at hn?>d, near Albuquerque, Hew Mex. (Ul)

SK1/U sec. lU, T.10H., R.2S.; about 2 miles nest of Albuquerque, 1/U mile southwest 

of Atrisco Heading, and 5/£ mile upstream from Old Town Bridge over Rio Grande. Zero 

of gage is U9U7.95 feet above sea level. O.K., U.U6. Coll. Dec. 1, 1936 by C.H.H.

P-S-2 Arenal Main Canal at Los Padillas, Hew Mex. (U7)

NS1/U eeo. 2, T.gB., H.2E.; at hi^inay crossing about 1/U mile southwest of Los 

Fadillas, 3 miles north of Isleta, and about 11 miles below canal head. Ho gage. 

Ooll. July 7, 1936 by G.F.H.

29-10-3 Barr Canal, at head, near Albuquerque, Hen Mex. (1*2)

SW1/U sec. 29, T.10H., R.3E.; about 1 mile south of Albuquerque, and 1/2 mile downstream from east end of main highnay bridge over Rio Grande. Zero of gage is U93**-05 

feet above sea level. Coll. (from Albuquerque-Barr R.S.D.) Dec. 1, 1936 by W.H.C.

U-5-2 Peralta Main Canal, at end, near Belen, Hen Mex. (6U)

NW1/U sec. U, T.5H., H.2E.; on left bank of Rio Grande, 2-1/2 miles northeast of 

Belen, 3-1/2 miles south of Tome, and 2-1/2 miles upstream from highway bridge. 

Zero of gage is US07.63 feet above sea level. G.H., 1.66. Coll. July 10, 1936 

by J.H.B.

(226)
Middle Bio Orande Valley. Sew Hezloo, Surface Waters - U - 

(Detailed Analyses)

Laboratory 

So

H3U

H95

KS11S

H276 

11578

15U69

KISS

11277

EE571

H828

H927 

15795

IH208

16139

H119

BU26 

K569

M900

H906

K905

161U8

1591U

15U65

161U7

15U61

161UO

15U62

Conductance

76.2

77.0

61.U

62.0 

33.9

75-5

90.8

86.9

J7-9

12U

97-0 

96.5

187

89.2

76.8

81.1

103' 

99.6

109

35.1

38.U

3U.2

U5.6

37-7

73-0

50.U

IDS. 

tone 

per 

acre

.75

 78

 59

1

.87

.75

.70

.U2

1.17

.90

.89

1.9U

.80

 72

'.98 

.97

1.02

 32

 37

.35

.Ul

.3*

-69

*

DlBch. 

s f. «-

1030

5i30

86U

157

5390

138

330

6860

786

lUO

.

0

3.U

Percent 

SodiUl

Ul

lU

36

37

U2 >*7

u?

uu

U2

U3

Uo

Us

UO

UU

5

Us

27

20

23

36

27

31

28

Percent

Chloride

lU

13

15

10

13

15

22

18

lU

18

18 

13

13

21

16

15 

13

19

20

23

5.8

..,

3

12

U

11

7

Silica 

(SiOg 

Pra

50

lU

19

*

22

29

M

Calel3-91

3.9>*

3-39

f.&

3-'?

3.U2

2.29

5-73

u!^

10.00

3-59

3-83

3-76 

2.33

5.05

u.ug

2.00

2.30

2.05

8.35

2.20

U.19

2.89

MagneSlUB 

(Uf)

l.OU

l.OU

1.02

.82 

 52

1.07

1.2U

1.22

l.lU

 5U

1.88

liUS

2.72

1.23

1.15

1:8

1.39

.6U

.90

.69

.68

.66

1.07

.90

111*T«]

Sodl3.50

2!lS

2.60 

1.U2

2.7U u.oi

U.26

3-80

2.18

5.35

U.*26

8.37

U.Us

3.12

3.73 

2.1U

U.17 

U.57

5.UU

.99

.80

 7U

1.69

.96

2.33

1.39

 eonln

Potae- 

(K)

.01

.05

.12

.30 

 07

.10

0

0

.19

.01

.20

.10 

.lU

0

 15

.07 

.16

0 

.OU

.08

"

-

.07

~

.08

-

.11

ilent v

Bicarbonate

(HOOT)

3.80

3.UO

2.90

3.10

2.15

3.l»5

3.50

3-30

2.10

3.uo

3.'f?

2-35

3.1*

2.95

2.95 

2.20

2.80 

3-30

3-25

2.29

2.00

1.75

2.51

2.02

3.26

2.20

ir llte

Sulphate

(SOl,)

U.02

3-77

3.07

2.70 

1.60

 .06

U.66

3.51

3-70

2.23

7.36

5.15 

5.1U

16.00

U.10

U.OO

U.60 

2.30

5-98 

5.80

5.52

1.12

1-77

1.60

1.62

1.67

3.UU

2.62

Chloride

(01)

1.20

1.20

 75

1.05 

.Uo

.90

l.Uj

1.95

1.55

.65

2.UO

1.80 

1.35

2.60

1-97

1.30

1.30 

.65

2.05 

2.10

2.60

.20

.18

.10

.56

.17

.85

 3U

nitrate

(HOj)

.ou

0

tr

0 

.02

.02

.02

0

0

.OU

0

.02

tr

.05

.01

0

.ou

.02

.01 

.02

 03

.01

0

tr

0

.01

0

.03

Index Ho.

12-2-1

1-1-1

32-U-l

19-7-1

10-13-U

9-11-3

17-11-3

lU-10-2

2-8-2

29-10-3

U-5-2

 Includes carbonate (COi)

(227)
Kiddle £lo Orande Talley. lew Mexico, Surface Waters - 5 

(Detailed Analyses)

17-M-2 San Juan Main Canal, at head, near Caea Colorado, lew Hex. (72)

Ktl/U tea. 17, T.I».. E.2B. ; 1/8 mile west of highway. 1 Bile north of Casa 

Colorado, and 1-1/4 miles downstream from eaaal head. Zero of gage is 477B.Z5 

feet above sea lerel. G.H. , 2.04. Coll. Dec. 1, 1936 by L.J.E. Tluoride, 

1.2 pp».

lanca E.S.D. near Domingo, lew Hex. (I2a)

At gaging station in SW1/4 sea. 13, T.15S., B.gi.; 1-1/2 Biles north of Santo 

Domingo, on left bank of Bio Grands and 1/4 mile upstream from Oallsteo Arroyo. 

Zero of gage is 5171.17 feet above sea lerel. G.H., 2.32. Coll. Sept. 1, 1936 

by W.T.B.

Upper Santo Domingo last E.S.D. , above Santo Domingo I.D. , near Santo Domingo, lew Hex. (17) 

SW1/4 see. 3*1. T.15S., £.5!.; 1/2 mils northwest of highway and railroad,. 3 miles southwest of Santo Domingo, and 4 miles downstream from south of Oallsteo Creek. Ho gage. 

Coll. July 15, 1936 ty W.J.B.

9-14-5 Lower Santo Domingo last E.S.D. , at mouth, near San Tsllpe, lew Hex. (18)

HW1/U aea. 9, T.14H., £.$!.: 9-1/2 miles northeast of San Tellpe, and 5-1/2 miles downstream from mouth of Gallsteo Creek. Zero of gage is 513*1.68 feet above sea level. 

Coll. July 14, 1936 by W.T.B.

14-15-5 Santo Domingo West E.S.D.. near Domingo, lew Hex. (l4a)

At gaging station, in SB1/4 sea. I1*, T.15H., £.$!.; 1 mile northwest of Santo Domingo 

on right bank of Bio Grand* and 1/2 mils below mouth of Oallsteo Arroyo. Ho gage. 

Coll. Sept. 3, 1936 by W.T.B.

3*1-15-5 Lower Santo Domingo West E.S.D. , near Domingo, lew Hex. (l6a)

At gaging station in SW1/4 sea. 34, T.15H., B.5>., 3 miles southwest or Santo Domingo 

on right Dank of Bio Grande, and 4 miles downstream from mouth of Oallstao Arroyo. 

Ho gage. Coll. Sept. 16, 1936 by J.H.D.

3*1-15-5 Santo Domingo I.D. , at mouth, near Santo Domingo, lew Ilex. (16)

Sl/2 sec. 3*1, T.15H.. B.5I.: 1/2 mile northwest of highway and railroad, 3 miles 

southwest of Santo Domingo, and 4 miles downstream from mouth of Oallsteo Creek. 

Bo. S8372 ooll. Har. 3, 1936 by W.A.L. Ho. 15557 ooll. July 8, 1936 by W.T.B.

2-1J-U Algodones B.S.D. above Teso I.D. at Algodones, law Hex. (22)

SW1/4 sea. 2. T.IJH.. B.tffi.; about 3/8 mile northwest of highway Junction with railroad, 

about 1/2 mile northwest of Algodones, about 7 miles northeast of Bernalillo. Ho. EE37J 

coll. Har. 3, 1936 by W.A.L. Ho. EEglA coll. June 22, 1936 by W.A.L. Ho. 15552 coll. 

July 17, 1936 by J.H.H. Ho. KE1335 coll. Oat. 12, 1936 by W.A.L.

30-1>*» Bernalillo B.S.D, above Banohitos I.D., near Bernalillo, lew Hex. (26)

SE1/4 sec. 30, 1.13"., B.llX.; at highway crossing 2 miles north of Bernalillo and 

about *l-l/2 miles downstream from mouth of Jenei Creek. Ho gage. Ho. KS110 coll. 

Oct. 28, 1935 by W.A.L. Ho. E238 ooll. Jan. 7, 1936 by W.A.L. Ho. 15560 coll. 

July 15, 1936 by J.B.B. Ho. IB1255 soil. Oct. 12, 1936 by W.A.I..

1*1-12-3 Bernalillo B.S.D., above Bernalillo I.D., near Bernalillo. lew Hex. (28)

Kl/2 sea. 1*1, T.1SS., E.JS.; 3 miles southwest of Bernalillo, 5-1/2 miles north of 

Alameda, and 1 mile downstream from Corrales Siphon. Coll. Aug. lU, 1935 by W.A.L.

23-12-3 Bernalillo B.S.D., near Sandia, lew Hex. (889.8)

At gaging station 1.4 miles above outlet in Bl/2 sec. 23, T.12H., B.3B., 1 mile west 

of Sandia Pueblo. Ho. Ml*7 coll. Sept. 23, 1935 by W.A.L. Ho. m*»27 coll. March 4, 

1936 by W.A.L. So. EK835 coll. June 22, 1936 by W.A.L. Ho. IB1257 coll. Oct. 12, 

1936 by W.A.L.

(228)
Middle Rio Qrande Valley, Hew Mexico, Surface Waters - 5 - 

(Detailed Analyses)

Laboratory 

So.

16142

15835

15555

15556

15910

15834

H372 

15557

n3ft

11844 

15558 

H1335

?K10 

XX2JS 15560 XH255

BS24

ni*7

KE427 

EE835 

BS1257

Conductance 

KxlOS 

025*C

69.0

50.8

39.9

46.2

45.5

37.8

75.0 

81.5

M41.1 

61.7

57-5 

56.0 

51.8 

56.2

57.7

58.5 

53.8 

&7.5 

61.1

IDS. 

tons 

per 

acre 

foot

.62

 50

 37

.42

.^3

.37

.72 

.81

.54 

 52

 38

.57

1

 52

.56

:5.42 

.54

Eisch. 

o f.».

1.00

9.5

22

2.1

1.7

1.5

8.26

5-8

28.3 

3^.7

29.1

32.0 

27.0

24.0

65.0

64.0 76.2

79.8 

77.6

Percent 

Sodi31

31

29

30

27

29

28 

27

32 

33 

31 

27

131

35

3*

I

Percent 

Chloride

2.8

4

U

6

4

3.8

4.6 

4.9

6.8

I" 7 

6.7

11 

13 

11 

11

12

12 

12

10 

12

Silica 

(S10. 

Pt>»

51

29

32

37

21

31

35

3>*

M

Calcitun

(Oa)

3-39

2.89

2.40

2.55

2.80

2.40

4.93 

5.24

3-56 

3-15 

2.40

3.68

3-09 

3.13

2.65

3.18

3.01

3.18 

2.89 

2.52 3.29

Magnesium

(lie)

.99

.99

.60

.90

.76

.59

1.24 

1.40

.97

:!i

1.24

.80

.93 

.73 

.98

1.13

.98 

.88 

.79 

.96

11 lent

Sodium

(Ha)

1.97

1.65

1.09

1.35

1.34

1.13

2.11 2.30

1.90 1.72

1.22 

1.86

2.09 

2.13

1.78 

1.90

2.18

2.15 

2.18 

1.69 

2.19

p eq^ivi

Pota*- 

siuB

(I)

-

.13

.11

.11

-

.08

.29 

.18

.22 

.22 

.12 

0

.14 

0 

.13 

0

.06

0

.04 

.01 

0

ilent ni

Bicaroonate

(HCO^)

3.05

3-79

2.28

2.67

3.02

2.19

3.*5 

3.38

>$

2.48

3.65

3-15 

3.20

2.80

3.00

3.05

3.25 3.00

2.80 

2.90

ir llte

Sulphate

(SOli)

3.06

1.54

1-71

1.89

1.67

1.79

4.72 

5.27

2.50 

2.14 

1.56

2.63

2.32

2.18 

1.89

2.35

2.58

2.19 

2.29

18

Chloride

(01)

.17

.23

 17

.28

.19

.16

.HO ->*5

 1?

.1(0 

.23 

.>»5

.65

.80 

.56

.65

 75

 75 

.70 

.50 

 75

11- 

trate

(BOj)

.01

.01

.01

.01

0

0

0 

0

tr 

0 

.01 

0

0 

0 

0 

0

0

0 

tr 

0 

0

Index Ho.

17-4-2

13-15-5

34-15-5

9-14-5

14-15-5

34-15-5

34-15-5

2-13-4

30-13-4

lU-12-3

23-12-3

 Includes carbonate (CO?)

(229)
Index Ho.

Middle Rio Orande Valley, Hew Mexico, Surface Water* - 6 - 

(Detailed Analyiei)

* De«eriT)tlon 

30-1 J-l* Banohltoi I.P.. above wastiway, near Bernalillo, Hiw Uez. (27)

SS1/H tea. 30, T.13H., R.4B.; at highway eroiiing 2 nilei north of Birnallllo, and 

about 4-1/2 ollii downstream from south of Jeme* Creek. Ho gage. Ho. SEl6l coll. 

Dee. 2, 1935 V W.A.L. Ho. 12280 coll. fib. 17, 1936 by W.A.L. Ho. BK125U coll. 

Oct. 17. 1936 by W.A.L.

6-12-4 Bernalillo I.D. at head (885.5)

See. 6, 1.121., R.U.i saw mill waite. Coll. HOT. 12, 1935 by W.A.L.

14-13-3 Birnalillo I.D., at mouth, near Bernalillo, Hew Hex. (2?)

SS1/4 «ee. It, T.13I., B.3S.; 3 alive southwest of Bernalillo, 5-1/2 Bills north of 

Alanida, and 1 Bill downstream froo Corralis Siphon. Ho gage. Ho. 1X23 ooll. Aug. 

14. 1935 V f.A.L. Ho. 121(6 coll. Sept. 23, 1935 by W.A.L. Ho. XC109 coll. Oct.

28, 1935 *y ».A.I"

8-11-3 Upper Corralu R.S.D. near Alameda, Hiw Hex. (31a)

At gaging itatlon in SI1/4 ne. 8, I.111., B.3S.; 1.5 allii west-northweit of Alaaeda, 

1/4 alii upstream from highway bridge. Zero of gage ii 4992.08 feet above tea leril. 

Ho. 0398 ooll. Mar. 4, 1936 by W.A.L. No. KI836 coll. June 23, 1936 by W.A.L. Ho. 

15831 coll. Sept. 2, 1936 by G.F.H. Ho. BH286 coll. Oot. 12, 1936 by W.A.L.

34-13-3 Corralu I.D., near mouth, near Alanida, Hew HIT. (30)

SW1/4 iee. 34, 1,12$.. B.3E.; about 0.2 alle icutheait of highway,2 mllei north of 

Alaaeda, and 7 alles louthwist of Bernalillo. Ho gage. Ho. H399 coll. March 4, 

1936 by W.A.I. Ho. MS37 coll. June 23, 1936 by W.A.L. Ho. BH260 ooll. Oot. 12, 

1936 by W.A.L.

5-11-3 San liateo I.D., at mouth, near Alaneda, Hew Ilex. (31)

SX1/H see. 5, I.111., B.3S.; at highway eroielng about 1-3/H alln northweit of 

Alaaeda, 8 alles north of Albuquerque, and 3/H alle upltreaa from highway bridge 

crer Bio Orande. Ho gage. Coll. Oet. 12, 1936 by W.A.L.

28-11-3 Alaaeda I.D., near Alaaeda, Hew Hix. (897.2)

NW1/H iee. 28, T.11H., B.JB.; at road eroielng. Coll. June 18, 1936 by W.A.L.

5-10-3 Alaaeda I.D. at Oriegos Boad near Loe Qriegoi, Hew Ilex. (899.0)

laHIl/U iee. 5, T.10H., B.3S.; ^.5 miles above south. Ho gage. Ho. 181*9 coll. 

Sept. 28, 1935 *? W.A.L. Ho. BC112 coll. Oet. 29, 1935 by W.A.L. Ho. ESSUl 

coll. Jan. 8, 1936 by W.A.L. Ho. XE1256 coll, Oet. 12, 1936 by W.A.L.

13-10-2 Alaaeda I.D., at mouth, near Albuquerque, Niw Hex. (39)

NSl/'t iee. 13, T.10R., R.2B.; at highway oroning, about 1 alii west of Albuquerque, 

and 0.6 Bile north of Old Town Bridge aarosi Bio Orandi. Zero of gage ii U9U7.08 

feet above Ha lerel. Ho. BK26 coll. Aug. 22, 1935 *7 W.A.L. Ho. 1*101 coll. Mar. 

5, 1936 by W.A.L. No. KB1264 coll. Oet. 13, 1936 by W.A.L.

6-10-3 Los Oriegos I.D., near Les Candilerlai, Hew Hex. (899.9)

At gaging station at mouth of drain in SW1/U sic. 6, T.10H., B.JB. Ho. 10«03 

coll. Mar. 5, 1936 by W.A.L. Ho. KB1265 coll. Oot. 13, 1936 by W.A.L.

19-11-3 Lower Corralei B.S.D., near mouth, near Alaaeda, New Hex, (37)

HB1/U sec. 19, I.111., E.3S.; 3 allei louthwest of Alaaeda, about 5-1/2 allei north 

of Albuquerque, and 2-1/4 ailis downitreaa from highway bridge orer Rio Orandi. 

Zero of gagi Ii 4978.34 feet above tea level. Ho. XEUOO coll. liar. 4, 1936 by W.A.L. 

No. 15832, Q.H., 2.20, coll. Sipt. 2, 1936 bjr G.F.H. Ho. O1287 coll. Oet. 12, 1936 

by W.A.L.

(230)
Middle Elo Orande Tailor, Hew Mexico, Surface Waters - 6 - 

(Detailed Analyses)

Laboratory

EE161

EESSO 

IE1254

KE159

D23 

EE46

EE109

KE398 

XE836

15831

SE12S6

EE399

SE837

EE1260

m~

WS39

O49 

KB112

BE241

EE1256

EE26

XE126U

IB403 

KE1265

EE400

15832 

XE12S?

Conductance 

Kxlo5

107

107 

101

188

85.4 

107

110

51.7 

41.7 

50.5

56.7

72.8 

77.0

81.1

143

96.2

97.5 

90.0

101

102

113

"91.5

110

113

52.8

51.1 

53.5

IDS. 

tons 

per 

acre 

foot

1.06

1.06

.94

1.78

.76 

.98

.98

.47

:S.52

.71

 71

.76

1.44

.92

.94

.87

1.01

.98

1.07

1.14 

.88

1.13 

1.07

.51

.48 

.48

DlBOh. 

c.f.s.

2.02

2lo&

0.25

2.85 

2.40

2.07

38.0

40.3

34.1

1.59 

2.93

1.33

0.27

10.0

10.0 

8.0

7.0

17.0

40.1

12.6 

26.4

4.0 

5.67

11.2

16.4

Percent 

Sodi45

1*6

45

95

§

65

34 

32

31

31

32 

31

31

*

33

32

31

32

32

35

35

$

3332 

30

Percent 

Ohio16

16 

16

25

22

13

9.1

11

10 

8.2

9

9.6

9.4

11 

1111

11

12

12 

11

11 

11

12

8 

9.4

Silica 

(SlOg

29

26

Millie

Calolnm

(Ca)

4.69

4.65 

4.35

.46

2.22 

2.62

3.20

2.91 

2.34

3^6

4.30

4.85

5.01

6.44

5.97

6.26 

5.56

6.31

6.27

6.57

6.73 

5-35

a

3.02

2.94 

3.12

slum 

(Hi)

1.84

1.88 

1.76

.48

.86 

.97

.86

 79 

.63 

.77

.90

l!o6

1.17

2.50

1.20

1.32

l!64

1.55

1.74

1.72

1.44

1.75 

1.67

.79

 78 

.82

Sodium

(Ha)

5.05

4.90 

5.00

18.00

5.65 

7.60

7.67

iS

1.57

1.88

2.52 

2.66

2.83

7.86

3.34

3.45 

3.06

3.58

3.64

4.45

3!80

4.29

4. 56

1.91

1.6l 

1.73

tarn eon

PotassluB

(K)

.27

 55 

0

.1*6

0

.13

0

0 

0

.11

0

.05 

 15

0

0

 15

.12 

.04

.09

0

0

.18 

0

0 

0

0

.11

0

ralent Mr 11

Bicarbonate

(HOOj)

5.35

5-15 

5.00

6.90

3.60 

H.70

5.00

2.90

2^55

3.50 

4.25

4.20

5.65

5.10

5.30

4.6?

5.00

5.20

5.40 5.25 5. so

5-25 

5.40

2.90

2.61 

2.70

Sulphate

(SO),)

4.65

4.93

4.28

7.70

3.13

3.77

3.78

1.97

1.49 

2.44

2.76

3.72 

3.57

3-89

9.40

4.56

U.65 

4.28

i?' 32

5.77

6.07

4.74

5-98 

5-93

2.10

2.31 

2.40

er

Ohiorids

(01)

1.85

1.90

1.70

4.80

1-95 

2.85

2.80

 70 

.40

.us .67

.80 

 70

.80

1.60

1.00

1.20 

1.10

1.30

1.20

1.50

1.55 

1.20

i!>w

.70 .45

 53

Hltrate

(NOj)

__

0 

.04

0

0 

0

0

0 

0

0

0

0 

0

0

0

0

0 

0

0

0

0

0 

0

0 

tr

0

0 

0

Index Bo.

30-13-4

6-12-4

14-12-3

8-11-3

34-12-3

5-11-3

28-11-3

5-10-3

13-10-2

6-10-3

19-11-3

 Includes carbonate (COT)

(23D
Index Ho.

Middle Rio Orande Valley, Haw Ueiioo, Surface Waters - 7 - 

(Detailed Analysee)

Dasariptlon 

13-10-2 Albuquerque E. S.D., at wrath, near Albuquerque, Hew. Hex. 0*0)

HWl/l* aeo. 13, T.10H., E.2S.; about 1-1/2 mllee wait of Albuquerque, 1/2 Mile upstream 

from Atrlsoo Diversion, and 1 mile upstream from Old Torn Bridge over Rio Orande. Zero 

of gage Is 1*951.86 fast above sea lerel. Ho. SB25 ooll. Aug. 22, 1935 by W.A.L. Ho. 

HP*S ooll. Sept. 2k, 1935 by W.A.L. Ho. Hill ooll. Oot. 29. 1935 V W.A.L. Ho. II237 

coll. Jan. 8, 1936 by W.A.L. Ho. SE838 coll. June 23, 1936 to/ W.A.L. Ho. 151*70 ooll. 

July 7. 1936 by O.F.H. Ho. H1261 coll. 00t. 13, 1936 by W.A.L.

12-8-2 Albuquerque-Barr E.S.D., near Isleta, Hew Hex. (912.5)

At gaging station in HS1/1* seo. 12. T.SH., H.ffl.; 0.5 mile above outlet. Ho. Q>K)2 

ooll. Mar. 5, 1936 by W.A.L. Ho. SESUl coll. June 22, 1936 by W.A.L. Ho. SB12S8 

ooll. Oot. 13, 1936 by W.A.L.

7~9~3 San Jose I.D., near mouth, near Albuquerque, Haw liex. (1*3)

HJ1/1* eeo. 7, T.9H., K.JE.; at highway oroeslng 4 mllee eouth of Albuquerque, 3 mllee 

northeast of Fajarlto, 0.6 ilia above Junction with Albuquerque-Barr R.S.D. and 1/2 

mile eaet of Rio Orande. Ho gage. Coll. Mar. 5. 1936 by W.A.L.

2*4-9-2 Atrieco R.S.D. at Fajarlto, Hew Hex. (1*5)

SW1/1* eec. 2>», T.9H-. R.2I.: 1/1* mile east of Fajarlto, about 7 mllee eouth of Albuquerque, about 1* nllee upetream from railroad bridge aorose El« flraade. Ho gage. 

Ooll. July 7, 1936 by O.r.H.

ia-g-2 Atrisoo E.S.D.. near leleta, Hew Hex. (912.6)

At gaging etatlon In HW1/1* eeo. 12. T.OT., £.21.; 0.6 mile above outlet. Ho. SZ27 

coll. Aug. 22, 1935 V W.A.L. Ho. SB50 ooll. Sept. 25. 1935 *>? W.A.L. Ho. HI113 

ooll. Oct. 30, 1935 *T W.A.L. Ho. 0239 coll. Jan. 8, 1936 by W.A.L. Ho. HS12 

coll. June 23. 1936 by W.A.L. Ho. 181282 coll. Oct. 14, 1936 by W.A.L.

11-9-2 Araljo I.D., near Arnijo, Hew Mex. (906.1)

At gaging station in Hfl/1* seo. 11, I.9H., E.2S.: at Junction with leleta Drain, 3 

miles southweet of Arnljo. Coll. Oct. lit, 1936 by W.A.L.

2-8-2- Los Padillae, I.D., near Loe Fadillai. Hew Ilex. (911.6)

At gaging station in HB1/U eee. 2, T.8H., R.2E.; 0.3 mile above mouth. Coll. Oot. 

lU, 1936 by W.A.L.

35-10-2 leleta I.D., near Arnijo, Hew Hex. (90l*.U)

In NB1/1* eeo. 35, T.10H., R.2J.; 13.6 mllee above outlet. Ho gage. Ho. H7U ooll. 

Sept. 25, 1935 by W.A.L. Ho. SE115 ooll. Oct. 30, 1935 by W.A.L. Ho. H2Uo ooll. 

Jan. 10. 1936 by W.A.L.

a-9-2- leleta I.D., near Arnijo, Hew Hex. (906.0)

In SW1/1* gee. 2, T.9"., E.2S.; above entrance to Armijo I.E. and 11.8 milee above 

outlet. Ho gage. Ho. H37U ooll. Feb. 22, 1936 by W.A.L. Ho. EEgl(2 coll. June 

19, 1936 by W.A.L.

28-9-2 leleta I.D., near Pajarito, Hew Hex. (>*£)

SBl/lt eec. 22, T.gH., E.2S.; at highway oroaeing 1 mile weat of Fajarlto, 0.2 mile 

weet of highway creasing over Arena! Main Canal, and about 6-1/2 mllee north of 

leleta. Ho gage. Coll. July 7, 1936 by O.F.H.

23-8-2 laleta I.D., at leleta, Hew Mex. (1*9)

11/2 aec. 23. T.8H., E.2S.; in aouthweet edge of laleta, 1/1* mile east of main highway and 1/2 mile west of Isleta Diversion Dan and highway bridge over Rio Orande. 

Zero of gage ie 1*875.21 feet above eea level. Ho. SE28 coll. Aug. 22, 1935 by W.A.L. 

Ho. D1281 coll. Oot. lU, 1936 by W.A.L.

(232)
Middle Rio Qrande Valley. Hew Mexico, Surface Water. - 7 - 

(Detailed Analyses)

Laboratory 

lo.

E225

H48

IE111

IB237

KE838

HQ261

X«*02

 E841

HEL288

XE40U

,*n

IE27 

IE 50

IE113 

IB239

IE812

IE1282

M1285

IE1284

BB74

IE115

BS374

IE 842

15472

IE28

IE1281

Condnctaaoe 

KrlO5

49.6

53.8

55'3

54. S

61.5

40.9

52.8

72.5

7>*. 5

71.5

81.3

*.

53.7 

56.0

57.3

57.8

67.6

5*. 7

99.1

95-5

83-5

80.0 

74.6

81.3

90.1

98.6

85.0

85-5

 In,

IDS. 

ton* 

per 

acre

.49

.1*7

 50

 57

.37

!48

.70

.70

.62

 79

.42

 50 

.50

 52

.43

.49

.95

.91

 83

 78

.77

.76

.87

.95

.81

 79

.ludee

Dieoh.

121.1

111.7

100.3

86.0

74.6

57-1

81.5

68.9

81.7

1.5*

73.5 

53.9 69.1

1*5! 8

1*2.7

t.57

4.40

5.0

6.5 

5.0

6.75

11.1

50.3

39.1

carbon!

Percent 

Sodi37

31*

33

33

32

33

31

36

38

36

25

35

s

$38

33

36

37

42

39 

40

41

44

30

37

36

te (Cl

Percent 

Chlo12

11

11

12

9.1

9 11

15

15

»

16

9

13 

12

11 

12

9.8

10

12

11

12

11 

11

12

11

11

11

11

3>

Sllica 

(SiOa]

25

25

28

l£

Calcitu

2.58

3.02

3-11

3-15

2.30

2.20 

3.07

3-95

3-77

3.84

4.95

2.1*5

2.77 

3.26

3.17 

3.26

2.52

3.10

5-77

5-37

4.25 |».15

4.02

4.27

"*-33

6.14

4.64

4.79

Magnesium

.93

 72

.82

.91

.69

.59 

.86

l.ll

1.15

1.06

1.83

.65

1.01

.73

.86 

.99

.86

1.29

1.31

1.14

1.23 

1.05

1.03

1.07

1.40

1.14

1.22

literal

Sodium

2.04

1.64

1.91

2.02

1-37

1.30

1.76

2.70

2.85

2.73

2.30

1.61

2.07 

1.9U

2.08 

2.16

1.86

1.92

3.88

3-89

3.87

3-38 

3.28

3.52

4.16

3.09

3-38

3.33

a eauiT

Potageium

0

.U

.05

0

.03

.08

0

.13

 15

0

0

.08

.02 

.12

.01 

0

 07

0

.11

.11

.10

.05 

.10

.a

.16

.12

0

.06

llent n

Bicarbonate

2.75

2.75

2.70

3.00

2.50

2.39 

2.70

3.50 3.55

3.40

3.00

2.59

2.80 

2.80

2.75 

3.05

2.70

2.75

4.50

4.95

3.90

5:8

4.00

4.1*

4.21

U.OO

4.25

r llte

Sulphate

2.09

2.^*

2.5H

2.31

1.49

1.52 

2.30

3.24

3.17

3.1"*

4.40

1.81

2.32 

2.55

2.67 

2.54

1.90

2.1*5

5.25

4. 58

4.36

4.06 

3.90

3.98 4.47

5.41

4.11

U.10

Chloride

(01)

.65

.60

.65

 75

.40

:S

1.15

1.20

1.05

1.40

.45

 75 .70 .70

 75

 50

.58

1.30

1.15

1.10

1.00 

 95

1.05

1.10

1.13

1.00

1.05

Bitrate

0

0

0

0

tr 

0

0

0

0

0

tr

0 

0

0 

0

0

0

tr

0

0

0 

0

0

0

tr

0

0

Index Ho.

1J-10-2

12-8-2

7-9-3

24-9-2

12-8-2

11-9-2

2-8-2

35-10-2

2-9-2

22-9-2

23-8-2

(233)
Middle Bio Or-ande Valley, lew Mexico, Surface Waters - 8 - 

(Detailed Analyses)

1-8-2 Barr I.D., at mouth, near leleta, lew Hex. (44)

SI1/4 see. 1, T.SH., B.3.; 1/4 mile west of highway, 1-1/4 mllss lontheast of Los 

Padlllas, 2-3/4 miles northeast of Isleta, and 1-1/4 miles upstream fron railroad 

bridge over Sio Orande. Jo gage. Jo. S273 coll. Sept. 24, 1935 V W.A.L. Jo. 

SSlllt coll. Oct. 29, 1935 by W.A.L. Ho. JB242 coll. Jan. 8, 1936 by W.A.L. Jo. 

IE84Q coll. June 22. 1936 by W.A.L. Ho. IB1263 coll. Oct. 13, 1936 by W.A.L.

2>8-2 Indian I.D., near Islsta, Hew Hex. (914.6)

At motoring station in HS1/H sso. 23, T.8H., B.2E. Ho gage. Coll. Oct. l4, 

1936 T>y W.A.I.

34-8-2 Islsta B.S.D., above Islsta I.D., near Islsta, Jew Hex. (50)

HEL/4 sse. 3>t, T.8H.. B.2I.; about 0.2 nils southeast of main highway, 2-1/1* 

 lies southwest of Islsta, and 2-1/H miles downstream fron Islsta Diversion Dan. 

Zero of gags is 4868.86 feet above sea level. O.H. 1.4S. Jo. 15909 coll. Aug. 

31, 1936 by W.H.O. Ho. IB1299 eoll. Oct. 14, 1936 by W.A.L.

14-7-2 Otero I.D., near mouth, near Feralta, lew Hex. (52)

SW1/4 seo. 14, T.7N., B.2I.; 3/4 nile southwest of Feralta, 1/2 nlle east of Klo 

Orande. Zero of gage is 1*346.19 feet above sea level. Ho. SS378 eoll. liar. 6, 

1936 by W.A.L. Jo. IE1290 coll. Oct. 16, 1936 by W.A.L.

26-7-2 Upper Feralta B.S.D., at mouth, near Los Lunas, Hew Hex. (53)

HW1/4 eeo. 26, T.7B., B.2I.; 1-1/2 Biles northeast of Loe Lunas, 2 nllee eouthwest 

of Feralta, east eide of Bio Orande and 3/4 nlle upetream fron highway bridge at 

Los Lunas. Zero of gage ie 4S46.B7 feet above sea level. Ho. IB381 call. Mar. 6, 

1936 by W.A.L. Jo. SS823 eoll. June 23, 1936 by W.A.L. Ho. 15829, O.H. 1.79, 

coll. Aug. 31, 1936 by M.D.D. Jo. XB1291 eoll. Oet. 16, 1936 by W.A.L.

27-7-2 Upper Belen B.S.D., above Loe Lentes I.D., at Los Lunas, Hew Hex. (55)

Hl/2 seo. 27, T.7N., B.2I.; 1/2 Bile northeast of Los Lunas, on west side of Rio 

Orande, and 1/4 mils upstream from highway bridge at Los Lunas. Jo gage. Ho. 

KB51 eoll. Sept. 25, 1935 by W.A.L. Ho. D97 oell. Oet. 30, 1935 by W.A.L. Ho. 

SS225 eoll. Jan. 11, 1936 by W.A.L. Ho. 15830, Q.H. 2.08, eoll. Aug. 31, 1936 

by M.D.D.

4-6-2 Upper Belen B.S.D., near Los Lunas, Hew Hex. (924.2)

In Nil/4 sec. 4, T.6H., H.21.; 2.3 nilee above outlet and above Sinning Lateral 

Wasteway. Jo gage. Ho. SSS13 eoll. June 24, 1936 by W.A.L. Jo. XB1295 ooll. 

Oet. 15, 1936 by W.A.L.

9-6-2 Upper Belen K.S.D., near Los Chaves, lew Hex. (925.6)

At metering station in Wl/2 seo. 9, T.6H., B.2I.; 0.9 miles above outlet. Jo. 

EB4l eoll. Aug. 20, 1935 by W.A.L. Jo. EE428 cojl. Mar. 6, 1936 by W.A.L. Ho. 

XB1294 eoll. Oct. 15, 1936 by W.A.L.

27-7-2 Los Lentes I.D.. at mouth, at Los Lunas, lew Ilex. (54)

HW1/4 seo. 27, T.7H., B.2E.; 1/2 Bile northeast of Los Lunas and 1/4 Bile upstream 

from highway bridge at Los Lunas. Jo gage. Jo. SS42 ooll.Aug. 20, 1935 V W-A.L. 

Ho. IB52 ooll. Sept. 25, 1935 by ».A.L. HO. IB98 eoll. Dot. 30. 1935 by ».A.L. 

Ho. XB226 eoll. Jan. 11, 1936 by W.A.L. Ho, XE826 coll. June 24, 1936 by W.A.L. 

Ho. EE1293 eoll. Oct. 15, 1936 by W.A.L.

20-5-2 Lower Belen B.S.D., near Belen, Hew Hex. (6ya)

At gaging station In SKI/4 sse. 20, T.5H., B.2I.; 1 nils bslow highway brldgs and 

0.5 nile above outlet. Zero of gage Is 4791.14 fset above ssa level. Ho. EE407 

coll. ^Bar. 6, 1936 by W.A.L. Ho. IB815 coll. June 24, 1936 by W.A.L. Ho. 15S26, 

O.K. 1.34, coll. Sspt. 2, 1936 by M.D.D. Ho. EEL296 coll. Oet. 15, 1936 by W.A.L.
Kiddle Rio Orande Taller. 5« Mexico, Surface Waters - 8 - 

(Detailed Analyses)

Laboratory 

"o.

D73

XE2*2

EB8*0

XE1263

XE1283

15909

IB1299

BI378

SS1290

It 381

XE823

15829

XE1291

 91

H97

15830

EE813

M1295

EB*1

EE*28

EE129*

SB*2

E552

XE98

XS226 

SE826 

EB1293

EE407

EE815

15826

SI1296

Conance

119

120

121

60.3

55.*

59.7

96.1

102

58.2

*9.8

55.0

55.0

58.2

59.3

60.6

60.*

72.7

70.2

59.8

65.2

67.8

122.

121.

119

118 

119 

118

109

105

123 126

IDS.

tons 

per 

acre 

foot

1.18

1.12 

1.26

1.1*

1.11

.5*

 53

 53

.87

.93

.19

.**

 52

.5*

 51

.56

.60

.56

.70

.67

.56

.60

.63

1.21

1.17

1.17

1.25 

1.16 

1.09

1.09

.99

1.19

1.1*

DUch. 

o.f...

12.2

9.6

6.8*

12.2

7.32

8.6

5.0

11.7

1.92

3.52

23.2

12.9

19

20.*

17.0

17.0

31.5

16.*

20.0

55.0

3*. 2

28.5

3.8

3-*

2.93

3.38 

£.67 

3.51

33.5

11.*

38

35.*

Percent 

Sodi

I*3

*2 

*2

*5

*3

33

31

33

32

35

32

32

32

31

32

33

32

3*

38

3*

39

32

3*

*0

*o

39

*o 

*1 

*1

*8

*9

52

51

Percent 

Chlo21

s21

21

11

10

10

13

16

1211

1111

12

12

11

10

11

11

13

12

12

12

12

12

12

11 

12

15

16

17

17

Silica 

(SiOg

3*

33

29

39

CalciUB

(Ofl)

5.67

5-70 

6.08

5-37

5.63

3.*5

3-19

3-37

5.91

5-90

3.35

2.81

3.19

3.*5

3.08

3.*2

3.51

3-3*

3-95

3.96

3.27

3.87

3.8*

6.52

6.53

6.5^

6i3l

*.83

*.*9

*.99

5.13

1

UagneSluB

(He)

1.81

1.66 

1.91

1.66

1.75

 91

.82

.93

1.**

1.37

 87

 75

.82

.87

1.13

.88

.96

.82

.9*

.96

.85

1.05

.93

l.*S

1.53

l.W

1.65

l.*2

1.28

1.27

l.*8

1.63

lllm]

Sodl- 

 am

5.69

5.35 

5-76

5.80

5.58

2.16

1.83

2.08

3.*0

3.87

1.97

1.67

1.78

1.99

1.99

2.13

1.91

2.0*

2.7*

2.58

2.57

2.*6

5.26

5-37

5.16

5-03 

5.16 

5-27

5.53

5.33

6.87

6.93

p eaniTi

PotaseluB

M

0

.09 

0

.01

0

0

0

.08

0

.05

.01 .1*

0

.0*

0

.23

.12

.22

0

.10

.02

0

.17

0

.15

 37 

.20 

0

.05

.16

.15

0

ilent v

Bicarbonate

(HC03)

*.70

*.25 

11.80

*.3tf

*.75

3-15

2.62

2.80

*.50

*.30

3.05

2.70

2.89

2.90

3.05

2.95

3.20

3.02

3.50 3.35

3.25

3.1*0

3.25

5-25

5-35

5.20

5.35 

5.20 

5.10

3.35

3.8tf

£.29

*.20

r llte

Sulphate

(SOk)

5.61

5.60 

5.68

5-79

5-39

2.63

2.6*

2.88

It. 88

5.08

2.**

1.9*

n T-T

2.66

2.**

2.6*

2.66

2.66

3.*5

3^25

2.6*

2.97

3.12

6.58

6.30

6.6*

6.52 

6.52 

6.37

5 9*

5.'65

6.83

7.11

Chloride

(CD

2.80

2.95 

3.25

2.70

2.75

 72

 56

.65

l.*5

1^75

 75

.60

.65

.70

.75

 75

 J5

.65

.90

.85

.90

.90

 85

1.60

.65

.65

^50

.80

.80

2.26

2.30

Hitrate

J52^i

0

0 

tr

.05

0

tr

0

0

0

0

0

0

0

0

0

0

.01

0

0

0

0

0

0

0

0

0 

0 

tr

0

0

0

0

IndeT Ho,

1-8-2

23-8-2

3*- 8-2

l*-7-2

26-7-2

27-7-2

U-6-2

9-6-2

27-7-2

20-5-2

'Includes carbonate (CO?)

(235)
Middle Bio Orande Talley, Hew lleziee, Surface Waters - 9 - 

(Detailed Analyses)

3-6-2 San Ternandes I.D. , near month, near Tone, Heir Hex. (57)

Wl/2 see. 3, T.fiH., B.3.; at highway crossing 3/8 mile east of rlrer, 9-1/2 miles 

north of Tome, 2 miles south of Los Lunas. Zero of gage Is U6J2.1U feet above sea 

level. Coll. Oct. l6, 1936 by W.A.L.

17-6-2 Harlan I.D. near Loe Chaves, He* llez. .

At gaging station In HE1/U seo. 17, T.6H.. B.2B. Ho. KESlU coll. Jane 2U, 1936 by 

W.A.L. Ho. HS1302 coll. Oct. 15, 1936 by W.A.L.

U-5-2 Tome I.D., at nouth, near Belen, He* Hex. (63)

KE1/U sec. U, T.5H.. B.3.! at highway crossing 3 miles northeast of Eelen, 3-1/2 

miles south of Tone, and 1/2 mile east of Bio Orande. Zero of gage Is 1*806.79 feet 

above sea level. Mo. K»*3 coll. Aug. 20, 1935 by W.A.L. Mo. ZE54 coll. Sept. 26.

1935 by W.A.L. Ho. SB100 coll. Oct. 31, 1935 *7 W.A.L. Ho. SE22E coll. Jan. 9,

1936 by W.A.L. Ho. SE821* coll. June 23, 1936 by W.A.L. Ho. KEL301 ooll. Oct. 16, 

1936 by W.A.L.

3U-7-2 Lower Peralta B.S.D. near Los Lunas. Hew Hex. (923-5)

In Wl/2 eec. 3H, T.7M., B.3.; 10.1 miles above outlet. Ho gage. Ho. XB99 coll. 

Oct. 31, 1935 V W.A.L. Mo. HS227 coll. Jan. 9. 1936 by W.A.L.

lt-5-2 Lower Peralta B.S.D., near Adeline, Hew Ilex. (930. >t)

In HW1/I* sec. U, T.5H. , B.ZE.; 2.6 miles above outlet. Ho gage. Coll. June 23, 

1936 by W.A.L.

16-5-2 Lower Peralta B.S.D., opposite Eelen, Hew Ilex. (66a)

At gaging station In HW1/H sec. 16, T.5B. , B.ZX.i 1 mile upstream from highway 

bridge. Zero of gage le ^795. 72 feet above sea level. Ho. ZE53 coll. Sept. 26, 

1935 *7 W.A.L. Ho. BEl»05 coll. Mar. 5, 1936 by W.A.L. Ho. 15833, S.H. U.06, 

ooll. Oct. 1, 1936 by M.D.D. Ho. M1292 coll. Oct. 15, 1936 by W.A.L. He. B1298 

coll. Oct. 16, 1936 by W.A.L.

8-5-2 Los Chare* I.D., at mouth, at Bel**, Hew Hex. (65)

Sl/2 eee. 8, T.5H., B.2X.; 3/1* mile northeast of Eelen, about 1/8 mile west of Bio 

Orande, lA mile east of highway, and 1-lA miles upstrean fron highway bridge 

over Bio Srande. Ho gage. Ho. BEH08 coll. Mar. 6, 1936 by W.A.L. Ho. KES27 coll. 

June 2l*. 1936 by W.A.L. Ho. SE1289 coll. Oct. 15, 1936 by W.A.L.

25-U-l Boeque I.D., near nouth, near Bosque, Hew Hex. (70)

SBl/U sec. 25, T.lffi., B.ll.i at highway crossing 2 miles south of Boeque, 3/8 nile 

east of main highway and railroad, and 1-1/U niles southwest of highway bridge over 

Bio Srande. Ho gage. Ho. IBUo6 cell. Mar. 6, 1936 by W.A.L. Ho. ZE816 coll. June 

25, 1936 by W.A.L. Ho. HE1303 coll. Oct. 19, 1936 by W.A.L.

20-H-2 Casa Colorado I.D. near Caea Colorado, Hew Hex. (939.5)

At gaging etatlon In HW1/U sec. 20, T.UH., B.ZE.; at outlet of drain. Coll. Oct. 

16, 1936 by W.A.L.

29-4-2 Upper San Juan B.S.D. , near couth, near Casa Colorado, Hew Hex. (73)

Wl/2 see. 29, T.lffi. , B.2I.; at highway crossing just east of highway bridge over 

Bio Orande, 2 miles southeast of Bosque, 1-1/U nilee south of Casa Colorado, end 

about U miles downstream from San Juan Heading. Zero of gage Is '(766.32 feet above 

sea level. Ho. ZE3S2 coll. Mar. 6, 1936 by W.A.L. Ho. KES19 cell. June 2>t, 1936 

by W.A.L. Ho. 15500, S.H. >t.2S, coll. July 10, 1936 by M.D.D.

3&->l-l Sablnal H.S.D. , near Bosque, Hew Hex. (71)

OT1/U see. 36, T.lffi.. B.ll.i on weet side of Bie Srande above Bosque I.D., 2-1/2 

niles south of Bosque, 1/2 Bile east of aain hlgbraiy and railroad, and about 1-1/2 

miles downstrean froa highway bridge over Bio Srande. Ho gage. Ho. IE377 ooll* 

Mar. 6, 1936 by W.A.L. Ho. ZE817 coll. June 25, 1936 by W.A.L. Mo. 15828, S.H. 

2.77. "oil. Aug. 31, 1936 by L.J.B. Ho. ZE1326 coll. Oct. 19, 1936 by W.A.L.

(236)
Middle Rio Orand* Valley, Ban Hezleo, Surface Waters - 9 - 

(Detailed Analjreea)

Laboratory 

So

KB1297

SESlU 

XE1302

B4?

IE54

moo

IE22S

mi 301

HB99 

XE227

IES25

BE53 

XE405 

15833

IE1292 

XE1298

BE40S

XE827 

IB1289

S8406 

mSl6

D1303

XE1300

EZ382

EES19

15500

M377 

XE817

15828

XE1326

ConductfctloS 

 25*0

6U.O

190 

183

157

155

153

147

149 

148

76.0 

83.0

63.1

67.8 

85.2 

97.8 

79.0 

93.0

220

20l* 

210

218 

201*

219

90.8

67-3

65.8

65.1

72.6 

71.9

70.3

64.2

IDS. 

tons 

per 

acre 

foot

 57

1.92 

1.71*

1.55

1.54

1.52

1.57

1.51 

1-39

 73

.82

 58

.70

.82 

.91 

 70 

 87

2.20

1.99 

2.05

2.15 

2.01

2.07

.82

.58

 59

.60

:§.66

.60

Dleoh. 

e f e.

1.93

1.08 

1.47

37-5

36.2

25.2

22.2

as

8.0 

5-0

40.0

7|*.3 

74.3

11.9

12.9 

13.6

7.13 

19-7

10.5

0.8

10.2

6.08

10

30.1

25.6

4U.O

Percent 

Sodl25

42 

41

45

46

1*5

44

»

$

33

3>*

35 

39

59

60 

61

52 

50

53

35

31*

36

3>*

s3534

Percent 

Chloride

11*

26 

26

16

17

17

16

15

15

s

12

s11*

18

IS 

18

21* 

23

23

15

13

13

13

s13

12

Silica 

(SlOji

30

40

32

H

CalelVUl

(Ca)

4.18

10.00 9.49

7.31

7.17

7.03

7.21

6.99 

6.93

4.28 

4.83

3.61

3.68 

4.1*7 

1*.89 

4.50 

It.SO

7.43

6.69 

6.8l*

8.56 

8.58

8.52

4.91

3.75

*

4.02 

3.82

3-79

3-57

Hagne- 

(llc)

 99

2.36 

2.37

2^26

2.48

2.5f

2.36 

2.32

1.16 

I.*

.88

.88

i!o9

1.42

2.43

2.13 

2.18

3.09 

2.6>*

2.91*

1.49

1.08

1.09

.99

1.1U 

1.16

1.15

 91

lllsrai

Sodl-

 OM

(Ha)

1-73

8.81* 

8.22

7.9»*

8.13

7.74

7.35 I'M

2.91*

2.86

2.10

l:&

2.98 

3.91

14.1*

13.20 

14.10

12.80 

11.00

12.70

3.45

2.35

2,39

2.22

2.70 

2.71

2.48

2.26

eoniTi

PotaeBlOB

(E)

0

^

.02

0

0

.a

0

.03

0

.29

.15

.18 

.01 

 17 

0

.09

0

.13

0

:S.01*

0

.12

.12

.11

.n* .o>* .11*

.10

ilent T)

Blearoonata

(HOOj)

3.20

U.85

5.45

5-35 5.00

5.35

5.20

5.20

3.35 

3-95

3.20

3.15 

3.70 

3-90 

3.5* 

3.95

6.00

5.75

5.20 

5.40

5.80

3-95

3.35

3.25

3.08

3.45 

3.40

3.20

3.00

r llte

Sulphate

(SOI,)

2.72

10.90

10.70

9.31*

9.30

9.31

9.25

8.75 

8.75

3.62 

4.02

2.71*

3.11* 

4.32 

5.01* 

3.71* 

S.S7

13.80

12.50 

13.20

13.50 

11.80

12.70

>.K

3.00

2.85

2.79

3.50

3.28

3.27

2.99

Chloride

.95

5-50 

5-15

2.90

2.90

2.85

2.75

2.55 2.45

1.25 

1.25

.80

.95 1.30

1.55 

1.20 

1.40

4.1*5

3.90 

4.20

5.80 

5-15

5-65

1.50

.95

.95

.90

1.05 

1.05

.99

.85

Bltrate

( Oj)

0

0 

.02

0

0

0

0

0

.02

0

0

0 

0 

0 

0 

0

0

0 

.01

0 

.01 .05

0

0

0

tr

0 

0

.01

0

3-6-2

17-6-2

4-5-2

34-7-2

4-5-2

16-5-2

8-5-2

25-4-1

20-4-2

29-4-2

36-4-1

* Includes carbonate (COj)

(237)
Index Ho.

Middle Rio Orande Valley. Hew Uezioo, Surface fatere - 10 -

(Detailed Analyeee) 

__________Location and Description________________

36-4-1 Sabinal E.S.D., near Boeque, Hew Ilex. (9*11.6)

HZ1/4 tea. 36, T.4H., E.1S.; below nouth of Boeque I.D. Coll. Oct. 19, 1936 

V V.A.I.

I-2-1 Lower San Juan E.S.D., Bear Lae Hntrlae, Hew Ilex. (77)

In Sfl/4 eec. 1, T.2B., E.1S.; abore outlet to Lae Hntrlae I.D. Ho gage. Ho. 

IE820 coll. June 25, 1936 by f.A.L. Ho. 15499, S.H., 1.94, coll. July 10, 1936 

V U.D.D.

12-2-1 Lower San Juan E.S.D., near Bernado, Hew Uex. (94g.g)

In Hfl/4 eec . 12, T.2H., E.IB.; at eaet end of Bernardo Bridge and 0.2 idle abore 

outlet. Ho gage. Ho. BE380 cell. Mar. 6, 1936 V f.A.L. Ho. SB1333 coll. Oct. 

19, 1936 by f-A-L.

36-3-1 Lae Hatrlae I.D., near Lae Hutrlae, Hew Ilex. (76)

SI1/4 eec. 36, T.3H., E.1S.; 1-3/4 nllee southwest of Lae Hntrlae, 0.2 nlle weet 

of road, 1/2 mile eaat of Bio Srande, and 1-1/4 nllee north of Bernardo Bridge 

orer Rio Srande. Ho. BE379 coll. Mar. 6, 1936 by I.A.L. Ho. H818 coll. Jane 

24. 1936 by f.A.L. Ho. IS1334 coll. Got. 19. 1936 by f.A.L.

II-2-1 San Vrancieee H.S.D..near Bernardo, Hew Mei. (79)

At gaging etatlon in HE1/4 eee. 11, I.21., R.ll.i at weet end of Bernardo Bridge, 

3 nllee aboTe outlet. Zero of gage le 4715-30 feet abore eea lerel. Ho. Bt44 

coll. Aug. 21, 1935 T* V.A.L. Ho. SB75 coll. Sept. 27, 1935 by f.A.L. Ho. SB101 

coll. HOT. 1, 1935 V f.A.L. Ho. BB229 coll. Jan. 10, 1936 by f.A.L. So. B822 

coll. June 25, 1936 by f.A.L. Ho. 15827, S.H. 4.42, coll. Aug. 31, 1936 by L.J.R. 

Ho. HZ1J27 ooll. Oct. 19, 1936 by f .A.L.

34-3-1 Bernardo Lake (948.0)

11/2 eeo. 34, T.3H., E.1S. Coll. HOT. 1, 1935 V f.A.I>.

34-3-1 Bernardo I.D., near Bernardo, Hew Uex. (74)

W/4 eec. 3^, I.3H-, E.1B.; above lake Just east of main highway and railroad, 

1-3/4 nlleei by highway, northeast of Bernardo, on eaet edge of Tillage of Ficaoho, 

about 1/2 nlle weet of Rio Srande, and 2 miles northweet of Bernardo Bridge, orer 

Rio Srande. Ho gage. Ho. Ht45 ooll. Aug. 21, 1935 by V.A.L. Ho. VKJ6 ooll. Sept. 

27, 1935 by f.A-L. Ho. BE230 ooll. Jan. 10, 1936 by f.A.L. Ho. M1331 ooll. Oot. 

19. 1936 by f.A.L.

10-2-1 Bernardo I.D., near Bernardo, Hew Uex. (949.9)

At gaging etation in HZ1/4 eec. 10, I.2K., E.1E,; 1,2 nllee abore outlet. Ho. 

BE821 coll. June 25, 1936 by f.A.L. Ho. HI332 coll. Oot. 19, 1936 by f.A.L.

11-1-1 San Acacia I.D., near San Acacia, Hew Uex. (83)

Sl/2 eec. 11, T.lS., R.lf.; abore Alanillo Aeequla faeteway, at bend of drain between highway and railrced, 1-1/2 miles eouth of San Acacia. Ho gage. Ho. EE35 

coll. Aug. 29, 1935 by f.A.L. Ho. KB77 coll. Oot. 5, 1935 *y f.A.L. Ho. 'M104 

coll. Oct. 30, 1935 by f.A.L. Ho. IE232 coll. Jan. 11, 1936 by f.A.L. Bo. M830 

ooll. June 26, 1936 by f.A.L.

11-1-1 San Acacia I.D., near San Acacia, Hew Uex. (965.4)

At gaging etation in SI1/4 eec. 11, I.IS., R.lf.; 0.5 nllee abore nouth. Coll. 

Oct. 19, 1936 V f.A.L.

12-1-1 San Acacia I.D., at south, near San Acacia. Hew Uex. (965.7)

In Sfl/4 eec. 12, I.IS., R.lf.; at outlet of drain. Ho gage. Coll. Uar. 9, 1936 

by f.A.L.

(238)
Kiddle Hio Brand* Taller, Hew Hexloo. Surface Waters - 10 - 

(Detailed Analyses)

Laboratory 

Jo.

m-325

XK820

15>*99

IK380

K1333

K379

Bsis

**

K75

raioi

K229

IK822

15827

K1327

H102

ni*5

IK76

EB230 

K1331

B821

MI1332

B35

K77 nioU

12232

BSS30

»>»

Conductance

 25* C

105

S?- 1

7

58.2

79.0

92.8 

98.9 

96.7

73.1

77-0

77.2

75.7 

70.1

73.6

71*.!

2l*8

231 

248

2»*5 

228

232

212

313

310

308 3d*

3io

«

220

CDS. 

tone 

per 

acre

.98

.58

 59

.69

 72

.S>* 

.92 

.85

.71

 73

.73

:B.69 .68

2.52

2.30

2.50

2.f*6 

2.21*

2.29

2.0U

2.86

3.80

2.82

2.86

2.81

1.98

1.98

Dlsch.

5H.5

15.9

35-0

32.0

9.60 

11.1

7.6

6.0

6.29

s'.is

5-0

5-35

5-0

5-0 

5-0

7.0 

5.0

10.1

10.1*

i*.o

2.6 i*.o

5.7

ft. 6

7-9

9.6

Percent 

Sodl-

>*5

1*1

39

1*2

1*3

1*9 

1*9

55

51

51

It

50

50

51

51 

52

52

52

53

53

58

58

59

60

59

57

56

Percent 

Chloride

IS

12

13

15

15

15 

15 

15

16

16

17

16 

16

17

17

27

11

s

29

28

5251

525151

1*6

1*6

Silica 

(SiOg 

Pom

37

33

II

Calel-

(Ca)

t*.S2

3-1£

3-71

3-59

3-97 

4.0U

3-93

2-55 3.6X

2.98

|:ig

Z. 89

2.95

7.85

7-30 

7.85

7.60 

6.99

7-23

6.56

9.23

9-58

9.13

8.80

9.05

6.89

7.16

Magneto)

1.1.

 93

 99

1.15

1.19

1-32 

1.37 

1.39

.96

1.06

1.08

1.06 

.9H

.99

.95

5.80

5.13 

5.62

5.60

t*.68

>*.31

U.Z6

)*.3it

i*.3l*

1*.20

i*.!5

3.01

3.06

lllerai

Sodl- 

(Ha)

5-12

2.71*

2.52

3.50

3.1*1*

U.61* 

5.05 

4.88

l*.12

U.25

I*.l6

>*.09 

3.82

3.78

3.81*

13-90

13.20 

1U.1*0

ll*.00 

12.60

13.20

11.70

19.00

18.80

19.10

19.30

18.50

13.10

13.00

i eonlr

Potaeslua

(K)

0

.08

.11

 07

.19

0

.17 

.20

.09

0

0

.15 

.11 .11*

.02

.15

.08 

.13

.21*

.28

0

.03

.08

 25

.22

0

0

ilcnt ix

Bicarbonate

(HCO,)

3-70

3.20

2.98

3.HO

3-35

3.1*5 

3.63 

3-55

3.25

3^25

3.1*0

3'.2fi

3-95

u.oo

l*.10

3^90

3.70

3.60

3.30

3.!^

3-25

3.25 3.20

3.1*0

M,

r llte

Sulphate

(SOi.)

5-1*7

2.83

2.83

3.7f 3.76

5.02 

5.33 

5.25

3.22

3.51

3.56

3.50 

3.07

3.36

16.1*0

15.30 

16.60

16.10 

l>*.6o

12.90

12.30

12.60

12.30

12.60

12.30

9. OK

9.05

Chloride

(01)

2.05

 85

 90

1.25

1.30

1.55 1.65

1.60

1.25

1.1*C

1-35 

1.15

1.30

1.30

7-35

6.50 

7.30

7-35 

6.UO

7.25

6.35

16.70

16.70

17.10

16.70

16.1*0

10.50

10.50

Hitrate

0

0

tr

0

0

0 

0 

0

0

0

0

0 

0

0

0

0

tr

0

0 

0

tr

0

tr

0

0

tr

.02

.02

0

Index In.

36-l*-l

1-2-1

12-2-1

36-3-1

11-2-1

3U-3-1

31-3-1

10-2-1

11-1-1

11-1-1

12-1-1

'Includes carbonate (CO.) 

82343 O 38 16

(239)
Middle Bio Grande Valley, Hew Mexico, Surface Waters - 11 -

(Detailed Analyses) 

Index So.____________________Legation and Daaorliition 

24-1-1 Chanisal I.D., at south, near San Acacia, Hew Hex. (g>0

Sl/2 see. 2>», T.1S., B.1W.; west of Bio Orande, and 3-1/2 miles south of San Acacia. 

Ho gage. Ho. EB189 coll. Dee. 6, 1935 by W.A.L. Ho. BBl*36 coll. Mar. 9. 1936 by 

W.A.L. No. EB831 coll. June 26, 1936 by W.A.L. Ho. 15^73 coll. July 8, 1936 by 

J.H.B. Ho. EB133S coll. Oct. 19, 1936 by W.A.L.

12-1-1 Lemitar B. S.D., near Chaaisal, Hew Ilex. (965.7)

In SW1/1* sec. 12, I.IS., B.1W. i above junction of San Acacia, I.D. and 8.3 miles 

above outlet. Ho gage. Coll. Oct. 5, 1935 by W.A.L.

36-1-1 Lemitar B.S.D., above Lemitar Wasteway, near Lemitar, Hew Ilex. (85)

SI1/1* eeo. 36, T.1S., S.1W.; on west side of Bio Orande, 0.6 mile eaet of railroad, 

1-1/1* miles northeast of Lemitar, and 5-1/2 milee south of San Acacia. Ho gage. 

Coll. Aug. 31, 1936 by C.M.L.

18-2-1 Lemitar B. S.D., near Fueblitos, Hew Ilex. (971.9)

At gaging etation in Hl/2 sec. 18, T.2S., R.1I.. 1.5 milee above outlet. Ho. KB37 

coll. Aug. 29, 1935 by W.A.L. Ho. SB103 coll. Hov. 1, 1935 by W.A.L. Ho. EE188 

coll. Dee. 6, 1935 by W.A.L. Ho. EB231 coll. Jan. 1, 1936 by W.A.L. Ho. SEl*29 

coll. Mar. 10, 1936 by W.A.L. Ho. EE829 coll. June 26, 1936 by W.A.L. Ho. EE1336 

coll. Oct. 19, 1936 by W.A.L.

j.-2-l Polvadera I.D., near mouth, at Lemitar, Hew Hex. (86)

SW1/I* eeo. 1, T.2S., B.1W.; at crossing of Socorro Uain Canal north, juet eaet of 

railroad, 1/2 mile waet of Bio Orande, and 3/8 mile northeast of Lemitar. Ho gage. 

Ho. -E536 soil. Aug. 29, 1935 by W.A.L. Ho. KE7S coll. Oct. 5, 1935 by W.A.L. Ho. 

KB233 coll. Jan. 11, 1936 by W.A.L. No,Si*31 coll. liar. 9, 1936 by W.A.L. Ho. 

151*63 coll. July 10, 1936 by J.H.B. Ho. EB1337 coll. Oct. 19, 1936 by W.A.L.

7-3-1 Socorro B.S.D., near Socorro, Hew Ilex. (977.6)

In Sl/2 eeo. 7, 1.38., R.1B.; I*.5 Biles above outlet. Ho gage. Coll. June 30, 

1936 by W.A.L.

20-3-1 Sooorro B.S.D., near Socorro, Hew Ilex. (88)

HW1/1* aeo. 20, T.3S., B.1I.; above Lul« Lopes "C* I.D., on wast side of Bio Orande, 

about 1/2 Bile eaet of railroad, and 2 miles southeaet of Sooorro. Ho gage. Ho. 

KEltO coll. Sept. 5, 1935 V W.A.L. Ho.BEgU coll. Dot. 2, 1935 t? W.A.L. Ho. EE120 

coll. HOT. 2, 1935 by W.A.L. Ho. EE190 coll. Dec. 7, 1935 by W.A.L. Ho. EE283 

coll. Feb. 18, 1936 by W.A.L. Ho. 15702 coll. July 12, 1936 by C.ll.L.

7-3-1 Luis Lopes "C» I.D., above Socorro, Hew Ilex. (977.0)

In NW1/4 sec. 7, T.3S., R.1B.; above entrance of Lopesville Drain and 2.8 miles above 

outlet. Ho gage. Coll. June 30, 1936 by W.A.L.

18-3-1 Luie Lopes "C» I.D., near Cuba, Hew Ilex. (978.8)

In SW1/4 see. 18, I.3S., R.1I.; 1 Bile above mouth. Ho gage. Ho. SE39 coll. Sept. 

5. 1935 by W.A.L. Ho. M96 coll. Oct. 2, 1935 by W.A.L. Ho. EE169 coll. Hov. 2, 

1935 by W.A.L.

20-3-1 Luis Lopes "0" I.D., at wrath, near Socorro, Hew Hex. (89)

HW1/1* sec. 20, T.3S., B.1S.; west of Bio Orande, about 1/2 mile east of railroad and 

2 miles southeast of Sooorro. Zero of gage is 1*573.21* feet above sea level. No. 

EE281 0011. Jan. 10, 1936 by W.A.L. Ho. EE282 coll. Feb. 18, 1936 by W.A.L. Ho. 

15U61* coll. July 10, 1936 by J.H.B.

31-3-1 Luis Lope3 "B* I.D., at south, near Socorro, Hew Ilex. (91)

SB1/1* sec. 31, T.JS., B.U.; west of Bio Orande, 1/1* mile east of railroad, 1* miles 

south of Socorro, and 6 milss north of San Antonio. Zero of gage ie l*560.4g feet 

above sea level. H0 . EE57 coll. Sept. 7, 1935 by W.A.L. Ho. BE83 coll. Oct. 5,

1935 by W.A.L. Ho. EE106 coll. Oct. 30. 1935 by W.A.L. Ho. EB235 coll. Jan. 7,

1936 by W.A.L. Ho. SEl*33 coll. Mar. 11, 1936 by W.A.L. Ho. EJ»3U ooll. July 5, 

1936 by W.A.L. Ho. SE13>*1 coll. Oct. a, 1936 by W.A.L.

(EDO)
Kiddle Bio Qrande Valley, Hew Mexico, Surface Waters - 11 - 

(Detailed Analyses)

Laboratory 

Ho.

XE189

EE*36

EES31

15*73

35K1338

35*79

15792

BE37

KE103

mSS

SE231

IE*29

EE829

35*1336

SE36

35*78

35*233

KE*31 

15*63

35*1337

EES32

35K*0

IBS*

SE120

KE190

SE2S3

15702

EZS33

BE39

BE96

35*169

EK281 

35*282

15*6*

EB57

EES3

35*106

35K235 

EE*33 

35*83*

EK13*1

Conductance 

KxloS

13*

13*

138

137

139

103

*

131

136

lUi

139

139

131

129

196

196

196

196 

197

195

77.2

86.6

92.6

92.*

90.*

90.5

80.6

79.5

71.0

70.8

67.8

67.6 

66.3

77.1

58.7

59.*

57.8 m75.0

57.2

IDS. 

tons 

per 

acre 

foot

1.16

1.19

1.2*

1.2*

1.22

1.10

1.28

1.17

1-25

1.27

1-29

1.29

1.19

1.13

1.78

1.83 1.91

1.80 

1.80

1.75

 73

 79

.88

 87

 83

.86

 72

 79

.65

.67

.63

.67 

.67

.71

 52

 53

 55

!TO

.*8

Dlsch.

C f. B.

3-76

3.88

1.96

1.5

2.32

1.0

28.9

33.0

35-9

38.6

3*.S

29.8

35-6

0.8

0.2

1.36

0.91 

2.*

1.58

20.0

2*.0

17.0

25.0

20.0

22.0

9.0

12.0

12.0

12.0

&

23

2.1

2.2

2.76

3.06 

2.99 

2.00

2.65

Percent 

Sodi28

29

30

29

31

38

*9

**

**

*6

*7

*6

*7

**

**

*6

^5is

*6

*3

Ul

*3

$*2

*0

31

33

31

31

s31

32

31

31

33

32 

3*

32

cent 

Chloride

*2

*3

*3

*3

*2

17

35

30

31

31

33

3*

32

29

**

*2

*2

*0

16

18

17

18

16

18

17

1*

1*

12

12

13 

13

13

17

16

16

it 13

16

Silica 

(SlOg,

Pom

26

15

35

32

27

Ul

Calcium

(Ca)

7.78

8.0*

7.88

7-79

7.85

5-27

5.*9

5-57

5-96

5.77

5.8*

5-9S

5-27

5.39

7-91

7-69

8.11

8.29 

8.58

7.95

3.6*

3.97

*.27

*.33

*.29

*.^5

3-59

*-73

*11

*!l6

*.06

3-99

9

3-36

3-37

3-39

3-15 

3.17 

U.13

3.16

'Includes carbonate (CO,)

Magne2.28

2.2*

2.07

2.22

2.17

1.91

2.1*

1.92

2.16

2.20

2.12

2.06

1.87

2.31

3.*8

3.51

3.*2 3.33

3.12 3.13

1.01

1.52

1.39

1.39

1.38

1.30

1.23

1.1*

1.03

l.ll

1.08

.99 

.99

1.15

.85

1.03

 99

-99 

.87 

1.06

 93

(2*1)

lipram enniVBSodium

(Ha)

3-90

*.12

*.o* *.oo

*.*5

*.*!

7.09

5.99

6.38

6.88

6.86

6.92

6.23

6.06

8.73

9.*5

9.13

9-35 

8.96

9.2J

3.32

3.88

*' 13

*.02

3.86

3.17

2.51

2.U7

2.38

2.2*

2.32 

2.22

2.39

1.92

2.01

1.90

1.90 

1.89 

2.56

1.90

Potassium

(K)

.06

0

.19

.13

0

0

.17

0

.12

0

 13

0

.21

0

.18

0

 29

0 

.20

.0*

.20

0

.08

.12

.19

 29

.11

 17

.09

0

.10

.22 

.29

.11

.09

0

.08

.19 

.0* 

.18

.02

ent t>e

Bicarbonate

(HCOj)

3.60

3.60

3-50

3.3*

3-65

3.80

3.28

3.*5

3.*0

3-55

3-55

3.60

3-50

3.60

*.10

3.85

*.6o

*.50 

*.69

*.55

2.90

3.00

2.85

2.70

3.05

3.25

2.98

3.25

3.10

3-30

3.20

3.15 3.15

3.11

3.05

3.05s

3.10

3-15 

2.95 

2.75

2.90

liter

Sul- 

(SOl^)

*.*7

*.50

*.5S

*.56

*.6g

5-72

6.22

5-95

6.72

6.58

6.50

6.29

5-78

6.13

7.20

7-56

7.55

7.62 

8.31

7-72

3-97

*.70

5-37

5.50

5-23

*.90

3.66

*.10

3.55

3.48

3-38

3-37 

3.28

3-93

2.12

2.28

2.26

2.13 

2.07 

*.18

2.16

Chlo-

(01)

5-95

6.10

6.10

6.06

6.10

1.95

5-25

3-95

*.50

*.6o

*.90

5.00

*.30

*.oo

9.00

9.20

8.80

8.85 

7.8*

8.10

1.30

1.65

1.65

1.75

1.60

1-75

1-35

1.20

1.05

.95

 90

1.00 

1.00

1.0*

1.05

1.05

1.00

.95 

 95 

1.00

 95

Hi-

(HO,)

0

0

tr

.01

.01

0

0

tr

0

0

0

0

tr

0

_

0

0

0 

.01

.02

0

0

0

0

0

0

0

0

tr

0

0

0 

0

.01

0

0

0

0 

0 

tr

0

Index Ho.

2*-l-l

12-1-1

36-1-1

18-2-1

1-2-1

7-3-1

20-3-1

7-3-1

18-3-1

20-3-1

31-3-1
Middle Bio Orande Valley, Sew Itexioo, Surface Waters - 12 -

(Detailed Analyses) 

Inder lo._________________Location and Pegerintion 

3E-U-1 Lola Lopez "A" I.P., at mouth, near San Antonio, Sew Hex. (9U)

HS1/U tea. 33. T.US., R.1B.; at eroaaing of Sooorro Main Canal South. 1/U Bile west 

of Rio Orande, 3/^ «11« »ast of main highway and 3/^ mile northeast of San Antonio. 

Zero of gnge ie 1*536.36 feet above sea level. So. 1138 coll. Sept. 5, 1935 *y *.A.I>. 

Ho. 083 ooll. Oot. U. 1935 by W.A.L. Ho. EJ07 coll. Oct. 29, A935 by W.A.L. So. 

ES336 coll. Jan. 8, 1936 by W.A.L. So. XK^ coll. liar. 13, 1936 by W.A.L. So. 

ES90S coll. July 5. 1936 by W.A.L. Bo. ES13&3 coll. Oot. a. 1936 by W.A.L.

3E-U-1 San Antonio R.S.P., at San Antonio, Sew Bex. (93)

HB1/U sec. 33, I.Us., R.IK.; abore Luis Lopez >A', 1.9., weet of Bio Orande, about 

3/U mile upstreaa from San Antonio Highway Bridge, and 3/U mile northeast of San 

Antonio. Ho gage. Coll. Sept. 1, 1936 by C.lt.L.

3E-4-1 San Antonio R.S.D.. near San Antonio, Sew Hex. (987.9)

At gaging station in SE1/U eac. 33, I.US., R.1B., 5.7 Bile* above outlet. So. 

KS81 coll. Oct. U, 1935 by W.A.L. So. SB105 coll. SOT. 1, 1935 V W.A.L. So. 

EE23U coll. Jan. B, 1936 by W.A.L. No. KE>*32 coll. Har. 12, 1936 by W.A.L. So. 

EB909 coll. July 5, 1936 by W.A.L. Bo. ES13UO coll. Oot. a, 1936 by W.A.L.

30-5-1 San Antonio B.S.D., near San Antonio, Sew Ilex. (991.3)

In HBl/lt eec. 30, T.jjS., R.1B.; above entrance to.Slnendorf I.P. and 3.U miles above 

outlet. No gage. Coll. Sept. 7, 1935 by W.A.L.

8-5-1 Ilmendorf I.D., near San Antonio, lew Ilex. (989.6)

Hear Wl/U cor. sec. 8, 1.55., R.1I.; 1.9 miles above mouth. So gage. So. 080 

coll. Oct. U, 1935 by W.A.L. No. 0108 coll. SOT. 1, 1935 bT W.A.L. Ho. EE191 

coll. Dec. 5. 1935 by W.A.L.

?0-5-l Ilaendorf I.D., at mouth, near San Antonio, Sew Hex. (95)

KSl/l* eec. 30, T.JS., R.1B.; west of Rio Orande, 1 mile east of main highway and 

railroad, and J-l/fc? miles south of San Antonio. Zero of gage is 1*519.32 feet above 

sea level. Ho. XE56 coll. Sept. 7, 1935 by W.A.L. So. SBUJ5 coll. liar. 13. 1936 

by W.A.L.
Kiddle Bio Grande Teller. Hew Uexieo, Surface Water* - 12 - 

(Detailed Analysers)

Laboratory

BE38 

EE82

EE107 

EE236

EBU3U

EE90S

IE13U2

15793

EE81 

EE105 

EE23&

EEU32 

EE909

BE13UO

1E55

EE80

IE108

IE191

EE56

SEU35

Conductance 

KxLoS 

 2<5»C

263 

27U

266 

2UU

265

237

258

86.5

162 s?

150

155

126

133

116

101

113

IDS. 

tons 

per 

acre 

foot

l&

2.3U 

2.35

2.32

2.08

2.19

.77

1.51

l.U3 

l.Ug

l.Ul 

1.25

1.31

1.35

1.32

1.27

1.13

 93-

1.06

DlBCh.

9.7

8.2

8.88 

10.3

10.6

8.UO

9.23

32.0 30.0 

30.9

33. S 

26.0

30.1

38.0

0.7

0.7

0.7

9.5

1.93

Percent 

Sodi71 

73

72 

71

71

70

71

52

65

65

63

66

U7

Us

U9

U6

cent Chloride

50

?Ug

U8

18

38 

37 

37

36

35

39

16

26

23

17

23

Silica

Pom3

16

It

Calci- 

(Ca)

5-73 

5-33

5.67 

5-79

5-35

5-33

5-55

3.19

U.36

U!o3

U.26

U.10

5.76

5.8U

5.09

U.32

5-17

Magnesium

(Ite)

2.11 

2.1U

2.06 

2.11

1.99

1.88

1.9U

.99

1.55 

1.55 

1-57

1.50 

1.36

1.1*3

1.30

1-77

1.6U

1.51

1.15

l.Ul*

llifrai

Sodium

(Ha)

19.30 

20.6

19.60 

19.10

19.20

16.30

18.60

U.U8

10.9 

10.1*0 

10.1*0

10. Uo 

9.21

9.59

10.30

6.60

6.87

6.28

5.1U

5.6l

eouin

FotaeBium

(K)

.09 

0

.12 

 3U

.26

.29

.02

.11*

0 

.05 

 37

.05 

.15

 07

.11

0

 05

0

.16

.01

dent TM

Bicarbonate

(HCOj)

5.25 

5.20

5.00

5-351

5-30

u.75

5.05

3.02

U.OO 

U.OO

U.ao

3! 85

3-90

U.OO

U.6*

3-70

3-85

3.80

U.OO

r litei

Sulphate

C«0i,}

8.55 

8.90

8.85 

8.57

8.60

8.05

8.52

I*.l6

6.31 

6.35 

6.30

6.1U 

5.65

6.03

5.66

7.01

7.00

6.05

5.15

5-38

Chloride

(01)

13.* 

lU.05

13.60 

13-Uo

13-50

11.00

12.50

1.55

6.Uo 

6.15

6.20

6.25 

5.25

5-Uo

6.15

2.30

3-70

2.95

1.80

2.85

Hi 

trate

(HOj)

.03 

0

0 

.02

0

0

.oU

0

0 

0 

0

0 

0

.02

tr

0

tr

0

.02

0

Index Ho.

32-U-l

32-U-l

32-U-l

20-5-1

8-5-1

20-5-1

 Includeu carbonate (CO-j)
Index

2-13-1*

30-13-1*

30-13-1*

1-12-3

6-12-4

23-12-3

g>(_12-3

26-12-3

26-12-3

35-12-3

3>*-12-3

3^-12-3

8-11-3

8-11-3

9-11-3

9-11-3

10-11-3

Middle Hio Orande Yalley, Hew Mexico, Subsoil Waters

(Detailed Analyse.) 

Location and Deaeriptlo

Note: The water samples here reported are from observation well a listed In the table 

of conductance data (Oroup 2) for this area and the designations In parentheses 

are those used as line and well numbers In that table. The townships and ranges 

are referred to the Hew Mexico principal meridian. The locations of the wells 

are only approximate as to position within the quarter section. The elevations 

are from bench marks established by the Kiddle Bio Srande Conservancy District. 

The expressions "E.P. ", "U.S." and "W.S. " imply respectively: Reference Point, 

Sround Surface, and Water Surface. The samples and analysss are by the 

Geological Survey.

(S79.8-1B) Located H660 1 - S6&0 1 of SW cor., Sec. 2, T.15S., H.Us.

Elevations: H.P. 508l*.18; &.S. 50SU.O; W.S. 5080.72. Coll. Oct. 29, 1936 by P.K.

(88H.8-2E) Located H1320 1 - W1320 1 of SB cor., Sec. 30, T.13H., H.1*S. 

Elevations: H.F. 5051. i*5j &.S. 5051.2; W.S. 501*6.10. Coll. Hov. 3, 1936 ty P.K.

(S8U.8-US) Located H1000 1 of SB cor., Sec. 30, T.13S., H. US.

Elevations: B.P. 5051.09! &.S. 5050.9; W.S. 501*6.37. Ooll. Oct. 29, 13}6 ly ? &.

(8S6-9-2B) Located S1320' - W1320" of MB cor.. Sec. 1, T.12H., H.3E. 

Elevations! H.P. 5038. ftl; &.S. 5038. U; w.s. 5033-93. Ooll. Oct. 29, 193<> l>y P- 5'

(8S6-9-6E) Located H660' - W1320' of SB cor.. Sec. 6, T.12H., H.1*S. 

Elevations: H.P. 50Ul.8Uj &. S. 5040.9; W.S. 5033.58. Ooll. HOT. 3, 19J6 *y P.K.

(889.6-11) Located S1320 1 - W1320' of HB cor., Sec. 23, T.12H., H.3E. 

Blerations! H.P. 5022.62! &.S. 5021.0; W.S. 5020.95- Ooll. Oct. 29, 193^ T>7 P.K.

(«89.6-UE) Located S1320 1 - B2680 1 of HW cor., Sec. 2U, T.12H., R.3E. 

Blevations: H.P. 5025-19! O.s. 5025-1; W.S. 5019-35- Ooll. Hov. 3, 193& ty P-K.

(890. 8- 3W) Located S1320 1 - WigSO' of MB cor.. Sec. 26, T.12H., H.3E. 

Blevation«: H.P. 5018.27; S.S. 5018.2; W.S. 501U.U7. Ooll. Hov. 3, 1936 ty P. K.

(S90.8-4W) Located S1320 1 - E26W' of HW cor., Seo. 26, T.12H., H.JB. 

Bleratlons: E.P. 5018. 2S; O.S. 5018.2! W.S. 5013.83. Cell. Oct. 29, 1936 ny P.K.

(S92.5-1B) Located near south line of Sec. 35, T.12N., H.3E.

Elevations: H.P. 5007.79; &.S. 5007.2; W.S. 500^.82. Ooll. Oct. 29, 1936 °y P.K

(892.5-2W) Located H13201 - W660' of SB cor.. Sec. 3^, T.12E., H.3E. 

Blevations: E.P. 5008-96; S.S. 5008.9; W.S. 5003.86. Coll. Hov. 3, 1936 by P.K.

(892.5-5*) Located in center of Sec. 3>t. T.12N., H.3E.

Blevationt! H.P. 5006.37; O.S. 5005-9; W.S. 5000-98. Ooll. Oct. 29, 1936 ty P.K.

Located W1320' of center of east line cf Sec. 8, T.11H-. R.3B. 

Blevatlons! E.P. U995.0U; &.S. U99^.8; W.S. U992.72. Ooll. Oct. 29, 1936.

(89U. U-1E) Drive point penetrating 15 ft. below water surface. Located W500' of 

center of east line of Sec. 8, T.11H. , E.JB. Elevations! H.P. U992.9U) S.S. 

1*992.9; W.S. 1*990.59. Ooll. Oct. 29, 1936 ty P.K.

(89U.U-11B) Located H1980' - K&W' of SW cor., Sec. 9, T.11H., H.3E, in center 

of Alnuquerque Main Canal. Blevations: E.P. U997.62. Ooll. Oct. 30, 1936 T>y 

W.L.L. and P.K.

Located HI 320' - W1980 1 cf SB cor., Sec. 9, T.11H., H.3E. 

Elevations! E.P. U993.&5; »-S. U993.6; W.S. 1*991. 71*. Ooll. Oct. 28, 1936 °y P.K.

(89^.>t-17S) Located HI 320' - WiggO' of SB cor.. Sec. 10, T.11H. , E.3E. 

Blevations: R.P. 1*998.21; &.S. 1*998.5; W.S. 1*993.75. Ooll. Oct. 28, 1936 T>y P.K.
Middle Bio Orande Taller, "«» Hexioo, Subsoil Waters 

(Detailed Analjreee)

Laboratory 

and 

Field Bo.

16014 

(S79.S-1I)

15938 

(8S4.S-2E)

16059 

(SS4.S-4I)

16013

(886.9-2B)

(886.9-61)

16009 

(S89.6-1I)

15936

(889.6-41)

16012

(890.S-3W)

15904 

(S90.S-4W)

15902

16060

(89E.5-2W)

15903

(892.5-51)

15917

(894.4-3W)

1600S 

(894.4-11)

15915

(894.4-111)

15940 

(S94.4-13S)

15916

(S94.4-17K)

Conductance 

Kxlo5

92.0

115

145

116

126

 .M

112

168

118

118

44.1

119

74.0

49.7

41.6

162

97-0

IDS. 

tons 

per 

acre

.83

1.08

1-35

1.08

1.16

.40

1.10

1.66

1.16

1.16

 38

1.10

.64

-U3

.38

1.58

.91

Percent 

Sodi47

56

42

25

63

U5

29

35

58

41

29

35

35

36

23

52

33

Percent 

Chloride

15

8

9.U

11

7

S.9

7

13

24

13

7-5

7

13

11

5>

13

4.S

Silica 

(S10 2 

FDIB

67

33

49

24

51

13

38

32

36

31

17

36

27

13

17

21

29

ride 

Pnrn

 5

.6

2.5

 3

1.8

.9

.2

A

2.2

.4

.2

1.1

1.0

.5

1.2

.X

1.9

11 Calcium

(Ca)

4.14

6.49

7-69

3-59

2.10

7.U9

10.28

4.29

5-89

2.60

6.59

3-59

2.6o

2.40

6.49

5.69

Magnesium

(lie)

1.15

1.32

2.63

1.89

1.4S

.69

1.56

E.14

1.07

1.97

 70

2.96

1.64

.76

.90

E.22

1.40

llierai

Sodi- 

(Ba)

4.39

7-05

6.17

£.83

8.79

2.04

3.68

6.52

7-49

5.50

1.22

5.10

2.80

1.7*

.99

9.46

3-55

n emiiTi

Potaesiun

(K)

.21

-

.33

 31

-

 25

~

.17

-

-

.10

-

.12

-

~

-

ilent ner lite

Bicarbonate

(HCOj)

5-74

5.*7

7-15

5-77

8.57

3.97

6.82

7.02

4.66

5-92

2.82

11.57

5-77

2.69

2.13

6.46

6.28

Sulphate

(S0>,)

2.52

6.02

7.06

5.56

4.27

.60

4.96

9.58

5.02

5.64

1-35

1.96

1.19

1.89

1.87

9.26

3-75

Chloride

(01)

1.47

 99

1.4g

1.35

.96

.45

.62

2.59

1.47

1.78

.3*

1.04

.99

.56

.23

2.43

 51

Nitrate

(NO,)

.01

0

0

0

0

0

.32

0

1.58

0

0

.02

.03

0

0

0

0

Index No.

2-13-4

30-13-4

30-13-4

1-12-3

6-12-4

23-12-3

24-12-3

26-12-3

26-12-3

35-12-3

34-12-3

34-12-3

8-11-3

8-11-3

9-H-3

9-11-3

10-11-3

(245)
Middle Bio Orande, He* Hexico, Subsoil Waters - 2 - 

(Detailed Analyses)

31-11-3 (898.5-2S) Located S330 1 - S660' of HI oor.. Sec. 31, T.11H., H.3B.

BlerationB! B.F. 1*973.26; O.S. 4972.0; W.S. 4968.91. Coll. Oct. 28, 1936 by P-E.

32-11-3 (898.5-61) Located S2310' - 11980* of KW cor.. Sec. 32, T.11H., E.3B.

Ilerationgl B.F. 4973.84; O.S. 4973.8; W.S. 4968.29. Coll. HOT. 3, 1936 by P.K.

32-11-3 (898.5-91) Located H2640' of SB cor.. Sec. 32, T.11H., H.JS.

>laration>: B.F. 4974.16; O.S. 4974.1; W.S.49&S.24. Coll. Oct.28, 1936 by P.K.

12-10-2 (900.1«-3Ji) Located in center of Sec. 12, T.10H., E.2J.

SleTationBi B.P. 1*959.67; G.s. 1*959.3; W.S. 4954.71. Coll. Oct. 27, 1936 by P.K.

7-10-3 (900.4-71) Located in center of See. 7, T.10H., H.3S.

SleTatlon»: B.F. 4961.12; Q.S. 4960.8; W.S. 4953.36. Coll. Oct. 28, 193& by F.E.

7-10-3 (900.4-10E) Located S1320' of HScor., Sea. 7, T.10H., S.JB.

Sleratlone! B.F. 4963.58; O.S. 4962.3; W.S. 4956.08. Coll. Oct. 28, 193& by P.K.

8-10-3 (900.4-12B) Located S19S0 1 - W1980' of NB cor.. Sec. 8, T.10H., E.3S.

SlerationB! H.F. 4963-98; O.S. 4962.1; W.S. 4958.88. Coll. HOT. 3, 1936 by F.K.

26-10-2 (903-2-10W) -Located H19SO' - X19SO' of SI cor., Sec. 26, I.10K., E.2S.

Sleration.: B.P. 4938.94: O.S. 4939.3; W.S. 4933-90. Coll. HOT. 4, 1936 by P.K.

30-10-3 (903.2-2W) Located S19B01 - E1J20' of KW cor.. Sec. 30, I.105., E.3S.

Bleration.; H.F. 4g43.5; O.S. 4g43.5; W.S. 4939.59- Coll. Oct. 29, 1936 by F.K.

5-9-3 (905.3-5B) Located HI320' - B500' of SW cor.. See. 5, T.9K., H.3S.

SleTatlon.: H.F. 4934.79; O.S. 4934.7; W.S. 4929.55- Coll. Oct. 30, 1936 by 

W.L.L. and F.K.

1J-9-2 (907.3-4W) Located SI320' of HW cor., Sac. 13, T.9H., B.2«.

EleTatlong: B.P. 4919.68; O.S. 4919.6; ».S. 4915.88. Coll. Oct. 29, 1936 by P.K.

(907.3-8*) Located S1320' - E660 1 of SW cor.. Sec. l4, 1.91., E.2S. 

Elevations: E.F. 4921.29; G.S. 4919.8; W.S. 4914.09. Coll. HOT. 4, 1936 by F.K.

24-9-2 (90S.1-4B) Located 1800' of NB cor., Sec. 24, T.gH., S.2S.

BleTatlons: H.P. 4917.15: O.S. 4917.0; W.S. 4913.65- Coll. Oct. 30, 1936 by 

W.L.L. and F.K.

19-9-3 (90S.1-8&) Located E1100' of KW cor.,Sec. 19, T.9H., E.3S.

Elerationa: E.P. 4922.10; O.S. 4922.1; W.S. 4915.65.' Coll. EOT. 4, 1936 by F.K.

35-9-2 (9H-2-5W) Located B2640' of SW cor.. Sec. 35, *.9H.. B.3.

BleTatione: H.P. 4S97-9S; O.S. 4897.9: W.S. 4894.73- Coll. Oct. 30, 193& V P-K.

1-8-2 (911.2-2W) Located S660 1 - EiggO 1 of SW cor., Sec.l, T.gS., E.2S.

BleTation.: H.P. 4900.99; O.S. 4900.9; W.S. 4896.96. Coll. HOT. 4, 1936 by P.K.

1-8-2 (911.2-5») Located W500' of HE cor., Sec. 1, T.8H., E.2S.

Slerations: E.P. 4901.19; Q.S. 4900.8; W.S. 4898.07. Coll. HOT. 4, 1936 by F.K.

6-8-3 (911.2-92) Located BSOO1 of KW cor.. Sec. 6. T.gS., S.3S.

Eleratlone: B.P. 4900.46; G.S. 4900.3; W.S. 4897.31. Coll. Oct. 30, 1936 by 

W.L.L. and P.K.

(246)
Middle Rio Grande Valley, Hen Mexico, Subsoil Waters - 2 - 

(Detailed Analyses)

Field Ko.

15933 

(S9S.5-2E)

15935 

(898.5-6S)

16010 

(S98.5-9B)

15919 

(900.1*- JE)

16007 

(900.U-7E)

15918 

(900.1*-10B)

15931* 

(900.1*-12E)

16068

(903.2-10W)

16063 (903.2-31)

16011 (905.3-51)

16062

(907.3-1**)

16067 

(907-3-8W)

15939 

(90S.l-i*B)

16058 

(90S.1-SS)

15973 

(9H.2-5W)

16061 

(911. 2- 2W)

16057

15932 

(911.2-9B)

GondttotKx!05

15*

110

gi*.i*

S3."*

170

213

153

68.6

176

89.0

202

108

115

1160

131

99.8

132

95.3

IDS.

tons

acre 

foot

1.61

1.03

.89

 75

1.78

1.99

1.1*2

.63

1.70

.82

2.10

.98

1.08

13.06

1.19

 95

1.33

.88

PerSodi33

58

27

1*1

30

63

1*8

27

55

63

>*5

1*6

23

62

7>*

28

32

31

PerChloride

»

10

9.3

8.3

1*.2

20

ll*

9-3

13

9.0

8.5

10

23

1*3

12

13

20

32

Slli-

(SiOg 

Pen

20

1*8

29

20

23

21

32

ll*

27

55

25

22

1*2

61

19

27

21

62

Fluo-

(F) 

Fnn

0

1A

.3

2.5

.6

.8

1.0

.6

2.1

1.3

1.2

.9

0

3.8

.7

1.2

.6

 3

Caloi-

(Ca)

10.53

3-"*9

5."*9

3-69

10.38

5.6U

6.09

i*.29

6.79

2.1*5

10.03

i*.3U

7.6U

28.95

2.65

6.5>*

5.64

5-19

Uj

Hagne-

(Ue)

1.61*

1.1*8

1.89

1.1*8

3-78

2.80

2.71

 90

1.56

 99

2.71

1.81

1-97

25.00

 90

1.32

2.30

1.1*8

lliprai

Sodi-

(Ha)

5-92

6.79

2.52

3.63

5.6l

li*.i*7

8.10

1.88

10.18

5-78

10.26

5.21

2.91

87.1*1

10.17

2.96

i*.7>*

2.96

t eaulvi

Potas-

(K)

-

-

.16

-

.38

-

-

-

.18

.18

.25

-

1.61

-

.10

.22

-

ilent T>I

Blcar-

(HCOj)

6.28

5-57

1*.JS

5-38

6.69

7-33

7-36

3.80

6.7*

5.10

6.70

i*.yo

5.28

8.88

1*.69

5-03

3-*l

3.5*

IT lltei

Sul-

(SOl,)

10.99

i*.9l

i*.96

2.56

12.55

It. 93

7.12

2.58

9.62

3.U,

1U.68

5.>*3

i*.3l

72.66

7-35

i*.52

8.35

2.91*

Chlo-

(Cl)

.82

1.21

.96

 73

.85

1*.60

2.37

.37

2.1*3

.85

1.97

1.16

2.93

60.92

1.6U

1.38

2.99

3.13

11-

(HOj)

0

0

0

0

0

.01

0

.89

.12

0

.01

.02

0

 31

0

0

.01

0

Index No.

31-H-3

32-11-3

32-11-3

12-10-2

7-10-3

7-10-3

8-10-3

26-10-2

30-10-3

5-9-3

13-9-2

lM-9-2

2U-9-2

19-9-3

35-9-2

1-8-2

1-8-2

6-8-3

(2>*7)
Middle Bio Crania Valley, lew Mexico, Subsoil Water* - 3 -

(Detailed Analyses) 

Index Bo._________________Location and Description 

35-8-2 (917.8-3B} Located In SS1/U Seo. 35, T.SN., E.2I.

Elevations: E.F. 1)869.16; O.S. '4869.1; W.S. 1)86U.1)8. Coll. JOT. 6, 1936 by H.O.L.

36-8-2 (917.8-6E) Located in SS1/U Sec. 36, T.SN., B.2B.

Elevations: E.F. 1)869.82; G.S. Us69.«; W.S. 1)862.22. Coll. HOT. 6, 1936 by H.G.L.

10-7-2 (91S-I-2W) Located In NWl/l) Sec. 10, I.7N., E.2C.

Elevations: E.F. 1)861.9>); G.S. 1)861.9; W.S. 1)859.39. Coll. NOT. 7, 1936 by H.G.L.

15-7-2 (920.5- 1W) Located in center See. 15, T.7H.. B.2B.

Elevations: E.F. 1)856.07; G.S. 1)856.0; V.S. 1)850.27. 0~,,;. bov. 5, 1936 by H.O.L.

15-7-2 (920.5-IE) Located in SE1/1) Seo. 15, T.7H., E.ZC.

Elevations: E.F. l)856.6l; G.S. 1)856.6; W.S. 1)858.36. Coll. HOT. 6. 1936 toy H.G.L.

13-7.2 (920.5-71) Located in SB1/1) Sec. 13, T.7H., B.2S.

Elevations: E.F. l)85>*.81; G.S. Ug^.gO; W.S. l)gl)8.51. Coll. HOT. 6. 1936 by H.O.L.

28-7-2 (922.3-Uf) Located in BEl/l) Sec. 28, T.7H.. E.ZC.

Elevations: E.F. 1)850.1)2; G.S. 1)850.U; W.S. 1)8^2.95. Coll. Oct. 30, 1936 by H.O.L.

26-7-2 (922.J-2E) Located in SWl/1) See.'26, T./N., R.2B.

Elevatione: E.F. UglA.W; G.S. W).!); W.S. U839.33. Coll» Oot. 30, 193^ toy H.O.L.

25-7-2 (922.J-7I) Located in SB1/1) Sec. 25, T.7H.. B.2B.

Elevations: E.F. 1)81)3.01; G.S. 1)81)3.0; W.S. 1)836.1)7. Coll. HOT. 5, 1936 toy H.G.L.

5-6-2 (92l).S-l)W) Located in SS1/U Sec. 5. T.6H., R.2B.

KLevatlone: E.F. 1*836.lU; G.S. 1)836.1; W.S. 1)830.21). Coll. Oot. 30, 1936 by H.O.L.

H-6-2 (92l).8-2W) Located in SWl/1) Sec. 1), T.&H.. R.2B.

Slevatlons: E.F. 1)835.11; O.S. 1)835.1; W.S. 1)832.11. Coll. Oot. 31, 1936 by H.O.L.

1-6-2 (92l).S-7X) Located in SWl/1) See. 1, T.6X, E.2B.

Slerations: B.F. l)83l).65; O.S. l)83l).6: W.S. 1)829.92. Coll. HOT. 5, 1936 by H.O.L.

16-6-2 (926.3-US) Located in HW1/1) See. 16, T.6H., B.2B.

Elevations: E.F. 1)832.08; G.S. 1)832.0: W.S. 1)827.53- Coll. Hov. 6, 1936 by H.O.L.

1^-6-2 (926.3-7!) Located in HW1/1) Sec. ll). T.&H., R.2B.

Elevations: E.F. UgJO.22; O.S. 1)830.2; W.S. 1)820.27. Coll. HOT. 5, 1936 by H.O.X.

19-6-2 (927.9-6W) Located in SS1/U Seo. 19. T.ftt., B.3.

Slsvatlons: E.P. l)82l).98; O.S. l«2l).9; W.S. U817.J6. Coll. HOT. 5, 1936 by H.O.L.

28-6-2 (927.9-3» Located in KE1/1) Sec. 28, 1.6H., B.2B.

Elevations! E.F. 1)822.1)2; G.S. 1)822.U; W.S. U813.gl). Coll. HOT. 6, 1936 by H.G.L.

U-5-2 (930.2-3B) Located in KE1/U Sec. 1), T.JH., E.ZC.

EleTations: E.F. 1)813.1)3; G.S. 1)813.1); W.S. 1)807.99. Coll. HOT. 6, 1936 by H.O.L.

6-5-2 (931.2-5W) Located In SW1/U See. 6, T.5H., R.2B.

Elevations: E.P. 1)809.36; O.S. 1)809.3; W.S. 1)803.91. Coll. Oot. 29, 1936 by H.O.L.

8-5-2 (931.2-1W) Located in HI1/1) See. 8, T.5K., B.2B.

Elevations: E.F. 1)606.26; G.S. 1)806.2; W.S. 1)802.1)8. Coll. Oct. 29, 1936 by H.G.L.

19-5-2 (933.6-SW) Located in HWl/1) See. 19, T.5H., B.2B.

Elevations: B.F. 1)798. Jk; O.S. 1)798.7; W.S. 1>792.56. Coll. HOT. 3, 1936 toy H.O.L.

(21)8)
Ulddle Eio flrande Taller, Hew Mexico, Sabsoll Waters - 3 - 

(Detailed Analyses)

Laboratory 

and 

Field Ho

15968 

(917.S-3K)

15969 

(917.8-61)

l6ol*0 

(919.1-2*)

1606U 

(920.5-lt)

15963 

(920.5-11)

1599+ 

(920.5-7E)

16038 

(922.3-HW)

16066 

(922.3-21)

l6ol*3 

(922.3-7")

15976 

(92l*.8-l*W)

15975

(92l*.8-2W)

15982

(92U.8-71)

15971 (926.3-11)

15972

(926. 3- 7*)

15981 

(927.9-W)

15970 

(927.9-3S)

15966 

(930.2-31)

15967 

(931. 2- 5»)

16072 

(93L2-1W)

16010* 

(933-6-8W)

Conductance 

Ez!05 

O2"5*C

1*18

68.6

79-3

73-1

79.2

116

137

101

326

152

13U

206

68.6

281*

1800

66.1*

181

313

176

209

TDS. 

tons 

per 

acre 

foot

1*.80

.60

.67

.65

 71

1.08

1.21

 91

3.31

l.Hi*

1.31

2.07

.61

2.67

22.25

 59

1.72

2.89

1.67

1.83

Peroent 

SodiTIB

1*1*

3>*

33

26

33

U7

1*8

61

60

56

38

1*7

31

80

81

29

37

91

1*1*

80

Percent 

Chloride

17

8.0

11

12

12

11

18

5-7

12

11

9.2

8.9

7.7

10

12

7.*

21

15

11

2l*

Silica 

(SiOPp»

1*2

17

19

1>*

26

26

1*9

26

1*1*

30

1*0

35

10

27

26

12

19

21

13

30

Fluorlde

Or)

Pom

0

.8

 3

 5

1-5

1.7

1.0

1.7

2.5

2.0

1.7

l*.o

i*.o

i*.o

6.0

1.5

1.2

12

1.0

.9

Klllierf

Calcium

(OR)

19.82

3-79

1*.2U

1*.H1*

1*.H1*

1*.79

5.7>*

5.7>*

10.18

5-39

7.59

8.09

3-99

i».i*9

27-95

3-99

8.19

2.20

8.39

2.99

Magnesium

(ilf)

9.5*

.90

1.15

1.23

1.32

1.73

2.06

2.80

U.52

1.89

1.81

i*.6l

.99

1.97

17-93

1.15

3->*5

.90

2.80

1.32

Sodium

(Ha)

22.67

2.1*1

2.63

1.87

2.8H

5.79

7.18

2.65

22.12

9-36

5.66

11.15

2.28

25-1*7

197.13

2.11*

6.89

31.1*7

8.62

16.98

un eoull

Potae- 

 iua

(K)

-

~

-

.12

-

-

~

 38

-

-

-

-

-

-

-

-

-

-

-

-

ralent per lit

Bicarbonate

(HCOil

7.31

3.70

U.26

3A3

l*.98

6.75

9.26

7-90

9.79

5-87

6.1*7

9.26

>*.62

15-71*

9.33

3-95

5.31

15.10

8.10

7.77

Sulphate

(SOL)

35.98

2.79

2.89

3.25

2.50

1*.12

2.96

3.16

22.32

8.83

7-12

12.26

1.87

12.70

205.28

2.71

9.2l»

13.76

9.51

8.31

r

Chloride

<C1)

8.7*

.56

 85

.93

l.C*

1.35

2.71

.68

!*.«

1.83

1.38

2.12

.56

3.27

28.06

.5*

3.89

5.08

2.1>*

5.16

Hltrate

(HOj)

0

.01

0

0

0

0

0

0

.12

0

0

0

0

.01

.02

0

.03

0

.01

0

35-8-2

36-8-2

10-7-2

15-7-2

15-7-2

13-7-2

28-7-2

26-7-2

25-7-2

5-6-2

M-6-2

1-6-2

16-6-2

lfc-6-2

19-6-2

2S-6-2

M-5-2

6-5-2

8-5-2

19-5-2
Middle Bio Srande Valley, Hew Mexico, Subsoil Watere - H -

(Detailed Analyses) 

Index Ho.__________________Location and Peenrl-ption_______________

21-5-2 (933.6-lf) Located In SW1/1* Sec. 21. T.5H.. B.2*.

Elevations: B.F. 1*796.52: O.S. 1(796.5! W.S. 1*79^.1*7. Coll. HOT. 3, 1936 by H.O.L.

.M-5-2 (936.0-5*) located in SE1/U Sec. 31, T.JH., B.2B.

Elevations: R.F. 1*785.96; O.S. 1*785-9: W.S. 1*781.10. Coll. HOT. 3. 1936 by H.O.L.

32-5-2 (936.0-2W) Located In SW1/1* Sec. 32, T.5H., B.2S.

Hlevations: R.F. 1*787.62: O.S. 1*787.6; f.S. 1*783.00. Coll. HOT. 2, 1936 by H.O.L.

12-l;-l (937-H-5*) Located In SBl/1* Sec. 12, I.1*H., E.ll.

Elevations: R.P. 1*780.23; O.S. 1*780.2: f.S. 1*772.88. Coll. HOT. 1*, 1936 by H.O.L.

7-l4_g (937.U-3*) Located In SBl/1* Sec. 7, I.ltH., B.ZS.

derations; B.F. 1*780.01; O.S. 1*780.0; f.S. 1*773.1*3. Coll. HOT. 5. 1936 V H.O.L.

2-l*-2 (937.U-3B) Located In center of 311/U SBC. 8, T.MH., B.2S.

Elevations! B.P. 1*779.92; O.S. 1*779-9; ».S. 1*77!*.97. Coll. HOT. 2, 1936 by H.O.L.

25-l*-l (9lK).6-7") Located In BB1/1* Sec. 25, I.lffl., B.ll.

Hleratlone: R.P. 1*765.91; O.S. 1*766.9; f.S. 1*759.1*6. Coll. HOT. 1*. 1936 by N.S.L.

30-W (9U0.6-2*) Located in KB1/1* Sec. yO, I.lffi,, E.2S.

Slerotione: B.F. 1*767.1*5; O.S. 1*767.!*; f.S. 1*762.08. Coll. HOT. 1*, 1936 by H.O.L.

29-l*-2 (91*0.6-11) Located In Hfl/1* See. 29, T.lffi., B.2X.

Eleratlone: BJ1 . 1*768.59; O.S. 1*768.5; f.S. 1*765.23. Coll. HOT. 1*. 1936 by H.O.L.

2l*-3-l (3^5.3-23) located In Hfl/l* Sec. 2U, T.3R., B.ll.

EleTatlone! B.P. 1*71*3.79; O.S. 1*71*3.7; f.S. 1*737.79. Coll. HOT. 1*. 1936 by H.O.L.

2M-3-1 (9^.3-JB) Located In HB1/1* Sec. 21*. I. JR., B.ll.

Elevations: B.F. 1*71*3.31; O.S. 1*71*3.3; f.S. 1*736.95. Coll. HOT. 1*. 1936 by H.O.L.

36-3-1 (91*8.5-21) Located In SE1/1* Sec. 36, T.3R., B.ll.

Eleratlone: R.P. 1*731-73: O.S. 1*731.7! »-S. 1*727-68. Coll. HOT. 2, 1936 by H.O.L.

36-3-1 (9^.5-31) Located in SE1/1* Sec. 36, I.3»., B.1S.

Zleratlone: B.F. 1*732.1*1; O.S. 1*732.1*! W.S. 1*728-71. Coll. HOT. 1*, 1936 by H.O.L.

11-2-1 (9^9.8-31) Located In Hfl/1* gee. 11, I.2S., H.1E.

ZleTatlonei R.F. l*72l*.57; S.S. l*72l*.5; f.S. 1*720.50. Coll. HOT. U, 1936 by H.S.L.

11-2-1 (91*9.g-2W) Located in HEL/1* Sec. 11, I.2S., B.ll.

Elevations: R.F. l*72l*.9J; O.S. l*72l*.9: f.S. 1*721.56. Coll. HOT. U, 1936 by H.O.L.

16-2-1 (951.7-2W) Located In SE1/1* Sec. 16, I.2H-, B.1E.

Zleratlonsl B.F. l*72l*.61*; O.S. l*72l*.6; f.S. lt/lg.97. Coll. Dor. 2, 1936 by H.O.L.

114-2-1 (951.7-2S) Located in SW1/1* Sec. ll*, T-29-, H.1S.

Elevations: B.F. 1*718.50; O.S. 1*718.5; f.S. 1*717.Ql*. Coll. HOT. 2, 1936 by H.O.L.

1-1-1 (96U-2W) Located H26UO' - E1320' of Sf oor.,8ee. 1. I.1S., B.lf.

Ilevatlonst R.F. 1*659.1*8; O.S. 1*659.1*; '-S- >*655.39. Coll. Dec. 2, 1936 by W.E.H.

2U-1-1 (967-l-2f) Located S1320' - E1320' of H» COP., Sec. 2>*, I.IS., R.lf.

Elevations: B.F. 1*61*6.99: O.S. 1*61*6.9; ».S. 1*61*2.26. Coll. Dec. 2, 1936 by W.E.H.

1-2-1 (969.95-Hf) Located S660 1 - E1320 1 of Nf cor.. Sec. 1, I.2B-, B.lf.

Elevations: R.F. U625.85: O.S. 1*625.8: f.S. 1*622.38. Coll. Dec. 2. 1936 by f.H.H.

(250)
Middle Rio Orande Taller, Haw liezleo. Subsoil Waters - 1* - 

(Detailed Analyses)

Laboratory 

and 

Field Ho.

I60ft2 

(933-6-11)

15980 

(936.0-51)

l6ol*l 

(936.0-21)

16039 

(937A-5D

16037 

(937."**3D

16016 

(937.ft-3«)

16015 

(9U0.6-71)

15978 

(91*0.6-21)

1597"* 

(9ft0.6-lJ!)

16065 

(9ft5.3 SB)

l6oU6 

(91*5.3-3")

1601*5 

(91*8.5-21)

16071 

<9ft8.5-3l)

15965

16070 

(91*9.8-21)

15977 

(951-T-21)

15979 (951 .7- a)

16133 

(96V 21)

1613>* 

(967.1-21)

16135 

<969.95-ftD

Conductance

92.7

355

157

777

258

222

165

113

221*

81.U

302

90.9

263

1010

205

691*

211

105

sft.s

91.0

IDS. 

tons 

per 

acre 

foot

.81*

3.27

1.1*1*

6.95

2.66

2.17

1.57

.97

2.27

.67

2.92

.72

2.1U

10.1*5

1.72

7.63

1.73

.91

 79

.79

Percent 

Sodl29

ft9

56

87

36

1*8

1*1

37

33

37

65

57

73

61*

SU

7ft

ft5

1*8

35

69

Percent 

Chloride

20

1*6

15

52

18

12

6.9

lU

16

11

25

25'

52

52

37

27

79

22

10

19

Silica 

(S102

PVB

31

29

35

10

52

50

33

30

1*2

ft3

7.2

17

3.ft

22

28

10

8.0

-

Iluorlde 

(F) 

FPB

0

1.0

1.8

1.0

0

 *

.8

1-7

2.2

2.7

.6

1.3

2.6

2.8

2.7

5-0

1.1

0.1*

0.5

1.0

Calcium

(Ca)

ft.99

15-ft7

5.5^

7.0ft

12.53

10.08

8.0ft

ft. 69

10.18

3.2ft

7.7ft

2.9ft

ft. 1ft

2ft.6l

2.55

12.US

7-79

ft. 89

ft.89

2.30

Magnesium

(lie)

1-97

ft. 11

1.97

3.5ft

6.33

3-29

3-ft5

2.71

7.07

2.30

3.70

.99

1.56

18.17

 76

9.13

3.12

1.1*0

1-23

 75

Sodium

(Ha)

2.83

19.16

9.ftl

68.37

10.86

11.87

7.7ft

ft-33

8.1*2

2.96

21.23

5.13

18.33

7ft.S5

16.88

60.1*5

8.9ft

5-92

3.3ft

6. 68

Potassium

(K)

-

"

-

.28

.20

~

-

.26

-

-

-

-

-

--

~

-

-

Bicarbonate

(HCO-O

ft. 10

6.95

7.06

5.61

9.03

io.6ft

11.26

5-92

7-3S

7-ft7

3.5ft

2.75

2.52

5.33

5.5ft

ft. IS

2.00

6.1*7

ft.fte

ft.75

Sulphate

3.73

13.95

7.22

32.ftO

15.ft3

11.85

6.87

ft.06

lft.07

 37

20.78

3.98

9.26

51.51

7.0ft

55-59

2.12

3.0ft

3-98

3.oft

Chloride

(Cli

1.95

17.77

2.5ft

1*0.89

5.22

3.10

1-35

1.66

ft.09

.99

8.32

2.26

13.11

60. 6ft

7-ft7

22.00

15.65

2.68

.99

1.89

Hltrate

(HOj)

.01

.02

.01

-

.Oft

0

0

0

.01

0

0

0

0

0

0

.03

.02

0

0

0

Index Ho.

21-5-2

31-5-2

32-5-2

12-ft-l

7-H-2

S-ft-2

25-ft-l

JO-ft-2

29-ft-2

2ft->l

2ft-3-l

36-3-1

36-3-1

11-2-1

11-2-1

16-2-1

lft-2-1

1-1-1

2ft-l-l

1-2-1

(25D
Middle Kio Orando Talley, He« Mexico, Sub.oll Waters

(Detailed Aaalyiei) 

Location and Description ___

1S-2-1 (972-21) Located S660' - H660' of HIT cor.. See. IS, T.28., B.1X.

Elevation.: B.P. 46l6.23; O.S. 4616.2; W.S. 4615.91. Coll. Dee. 1, 1936 oy W.l.H.

84-2-1 (973-2") Located S1120' - 12640' of HW cor.. See. 24, T.2S., R.1W.

Elevation.: B.P. 4614.27; O.S. 4614.2; W.S. 4612.1)4. Coll. Dee. 1, 1936 Dy W.l.H.

25-2-1 (974-1W) Located S660< - W660 1 of SI cor.. See. 25, T.28., B.1W. .

IleratlonB! B.P. 4607.21; O.S. 4607.2; W.S. 4604.06. Coll. Dee. 1, 1936 *y W.l.H.

12-j-l (977-9*) Located S660 1 - WiggO' of SI cor.. See. 12. I.3S.. B.1W.

Ilevatlone: B.P. 4589.7!; O.S. 4589.5; W.S. 4585.40. Coll. Dee. 1, 1936 oy W.l.H.

7-3-1 (977-31) Located 3200' - Z2640 1 of HW cor.. See. 7, I. 33.. B.ll.

Ilevatlons: B.P. 4591.75; O.S. 4591.4; W.S. 4586.83. Coll. Deo. 1, 1936 oy W.l.H.

30-3-1 (980-3W) Located 31320' - 11320' of HI cor., Soo. 30, 1.33., B.1S.

Blerotloae! E,P= 4575»94; O.S. 4575.3; *-S. 4573.16. Coll. Dss. 1, 1335 *y *.!.H.

25-3-1 (980-21) Located 31000' of HW cor.. See. 29. T.3S., B.U.

Elevations: B.P. 4576.83; O.S. 4576.8; W.S. 4573.41. Coll. Deo. 1, 1936 oy W.l.H.

30-3-1 (9S0.4-6W) Located 11320' - W1320' of SI cor., See. 30, T.3S., B.ll.

Herat Ions I B.P. 4573.87; O.S. 4573.8; W.S. 4569.70. Coll. Deo. 1, 1936 oy W.l.H.

30-3-1 (9S0.4-4W) Located H19801 - W660' of SI cor., See. 30, 1. 33., B.ll.

Ilevatlons: B.P. 4575.03; O.S. 4575.0; W.S. 4571.08. Coll. Dee. 1, 1936 tiy W.l.H.

29-3-1 (9E0.4-1W) Located HWBO' - X660'of SW cor.. See. 29. 1.33., B.ll.

Ilemtloail B.P. 4574.41; O.S. 4574.4; W.S. 4571.89. Coll. Deo. 1, 1936 tir W.l.H.

20-4-1 (985. 2-11) Located 12640' - W600 1 of SI eor.. See. 20, T.4S.. B.ll.

Ilevatlonii B.P. 4552.19; O.S. 4552.1; W.S. 4J46.29. Coll. Dee. 2, 1936 l>y W.l.H.

17-5-1 (990.8-2W) Located H660' - 11320' of SW eor., Seo. 17, T-5S., B.ll.

Elevation.: B.P. 4523.69; O.S. 4523.6; W.S. 4521.63. Coll. Deo. 2. 1936 by l.l.H.

31-5-1 (993.1-61) Located H320 ' of SB eor., See. 31, 1.53., B.ll.

Ilevatlon.i B.P. 4513.91; 1.3.1*512.46. Coll. Dee. 3, 1936 by W.l.H.

33-5-1 (993.1-21) Located Wl 320' of HE oor.. See. 32, 1.53., B.ll.

Ilevatlons: B.P. 4515.09; O.S. 4515.0; W.S. 4514.10. Coll. Dec. 3, 1936 by W.E.H.

12-6-1 (995-1-5") Located at SI eor.. See. 2, T.6s., B.1W.

Ilevations: B.P 4506.47; O.S. 4506.0; W.S. 1*504.13. Coll. Dee. 3, 1936 l>y W.l.H. 

Iron 5*3 PP*»

7-6-1 (995.1-31) Located W1320' of SI eor.. Sec. 7, T.6S., B.ll.

Eleratloat: B.P. 4505.51; O.S. 4505.5; W.S. 4504.92. Coll. Dee. 3, 1936 by 1.1. H.

24-6-1 (997.2-3") Located at HW cor., Seo. 24, T.6S., B.I*.

IleTationBi H.P. 4495.41; O.S. 4495.4; W.S. 4493.96. Coll. Dee. 3, 1936 oy W.l.H.

(258)
Kiddle Eio Orande Taller, Hew Uezieo, Sabsoil Waters - 5 - 

(Detailed Analyses)

Laboratory 

and 

Tleli Ho-.

16136 

(972-2W)

16137 

(973-2W)

16138 

(97*5-1")

16151 

(977-9*)

16150 

<977-3«)

16152 

(980- 3W)

16153 v

(980-2W)

16130 

(980.4-6W)

16129

(980.4-4W)

16131

(980.4-1W)

16154 

(985.2-1W)

16155 v 

(990.S-2W)

16132 

(993-1-6W)

16156 

(993.1-2W)

16157 

(995-l-5»)

16158 

(995.l-3»)

I6l4g 

(997-2-3»)

Conductance 

KxlcP 

 2^>C

61.1

170

177

53.3

65-5

339

ill

38.9

80.9

79.0

*75

51.1

141

176

3717

104

266

IDS. 

tons 

per 

acre 

foot

.49

1.73

1.69

.W

.57

3.02

1.00

 3*

 75

 71

U.31*

.42

1.22

1.52

38.90

.82

2.38

Percent 

Sodium

83

50

38

*

32

65

in

36

33

25

62

43

81

86

81

93

94

Percent 

Chloride

22

9.4

21

13

9.7

19

17

12

14

11

56

22

38

24

66

5*

29

Silica 

(Si02 

Pom

-

~

"

~

riuoride 

(T) 

Eon

0.2

0.2

1.8

.4

.4

.2

0

0.2

0.8

0.4

.4

.4

1.8

.8

2.0

..4

6.8

It

Calcium

(Ca)

>5

6.19

9.53

3.04

3 89

8.44

5.79

2.00

4.44

5-29

15.77

2.30

1.95

1.4o

37.*3

.45

1.30

Magnesium

(lie)

.55

3-21

2.88

.67

1.07

5.18

1.56

.62

1.48

1.23

3-87

.64

.82

1.07

*5.15

.19

.53

llicrai

Sodium

(Ha)

4.87

9.31

7.69

1.94

2.33

25.84

5.19

1.50

2.98

2.31

31.7*

2.21

12.04

15.70

372.20

9.15

26.51

a eouivi

Potassium

(K)

-

-

-

-

-

~

~

-

-

-

-

-

-

ilent o

Bicarbonate

(HOOT)

3.49

2.08

6.93

3.34

5-39

8.10

5-90

2.82

6.29

4.84

7.23

2.92

6.33

5-291

4.39

2.641

9.08

r lite

Sulphate

(SOl|>

1.08

14.87

8.85

1.56

1.17

23.96

4.50

.81

1.33

2.94

15.22

1.08

2.75

8.47

150.05

1.81

10.72

Chloride

(CD

1.27

1.75

4.23

.73

.71

7-39

2.14

.48

1.24

.93

28.91

1.13

5.6U

"*.37

305-53

4.74

8.18

Hi 

trate

(SO,)

.02

0

0

0

0

0

0

0

0

0

0

0

0

0

~

 58

0

Index Ho.

18-2-1

24-2-1

25-2-1

12-3-1

7-3-1

30-3-1

29-3-1

30-3-1

30-3-1

29-3-1

20-4-1

17-5-1

31-5-1

32-5-1

12-6-1

7-6-1

24-6-1

'Includes carbonate (CO-j)

(253)
Middle Bio Grand* Valley, lew Itexlco, Underground Waters 

(Detailed Analyses) 

location and Description_________

Note: These samples represent water that lies deeper tnan the subsoil waters of the

Talley. Unless the depth of well is stated, It nay be assuwed that the depth is 

20 to JO feet. The Loimships and ranges are referred to th.s Sen Mexico 

principal meridian. The sanples with numbers preceded by "IE" are those of 

the State of Texas. The others are by the Geological Surrey.

6-16-1 Artesian well north of San Ysldro, K. Hex.

In eastern part of OJo del Xeplrltu Santo Orant, approximately Sec. 6, T.lbM., B.IX. 

(Bbte: Oils Is probably the wall described as "XBsemn No. 2" by Beniek in W.S.P.&20, 

p.«3; and as artesian well at site No. 5 by Cladc in Boll. 163, University of Hew Mexico). 

Coll. Dee.13, *935 >>y W.A.L.

6-12-1) new Mexico Lober Co. well at Bernelillo, H. ><ex.

Seo.6, T.12H., B.4B. Drilled well, 40 ft. deep. Coll. Dee.14, 1936 by W.L.E. and B.B.T.

9-11-3 Tack Means sand point well near Alamo da, H. Max.

Seo.9, T.llfl., B.JS. Depth 31* ft.; dlan. 2 in.; located in corral. Bo. 15°,12. Coll. Oct. 30, 

1936 by W.L.L. and P.K.

9-11-3 Jack Means domestic well near Aluneda, H. Max.

Sec.q, T.llH., E.JK. Depth 32 ft.; dlam. 2 in.; located in yard north of house. 80.15913. 

Coll. Oct. 30, 1936 by V.L.L. and P.K.

9-11-3 I. H. Lane domestic well near AUuuda, jr. Max.

Seo.9, T.llH., B.3S. Depth 35 ft.; located In house. Ho. 159*1. Coll. HOT. 3, 1936 by P.K.

10-11-3 Domestic well in Alameda, H. Mex. (£94.6 - Ho.l).

SSlA of SWlA Sec. 10, T.llH., B.JK., 500 ft. west of Alameda Interior Drain. 

Coll. HOT. 14, 1935 by '** ! .

31-11-3 Done stlc well, la Los Grlegos. H. Mex. (t<&.(> - Bo.J).

KELA of SW1/4 600.31, T.llH., B.3S., northeast of Interaeetion of Grleges Boad and Bio 

Gxande BooleTard. Coll. Deo.3, ^935 b7 ^ l"

3D -10-3 Municipal water supply of Altnquero.ue, H. Max. 

Ho. IK 663, Coll. May £j , 1936 by V.A.L.

20-10-3 Municipal wells, Albu<iueraae, H. Mex.

Ho .4 located at Tljaree and Broadway Streets, drilled April, 1933; depth 717 ft.; dlan. t In.

Ho.l6l*9. Coll. Deo.14, 1936.by W.L.L. and B.B.T.

Ho.2 located at City Machine Shop, Broadway and Mountain Boad, drilled In 1932; depth 446 ft.;

dia>. A In. Ho.l6lft'7. Coll. Deo.14, 1936 by W.L.L. and B.B.T.

Ho. 3 located at City Machine Shop, Broadway and Mountain Boad, depth 56 ft. (eetlaated);

dlan. i In. Ho.l6K«. Coll. Dec.l4, 1936 by W.L.L. and B.B.T.

32-10-3 Dcmestle well south of Albuquerque, H. Mex. (904.4 - Ho.2).

800.32, T.10H., E.JK., near head of San 7ose Interior Drain, 600 ft. west of center of section. 

Coll. Bec.3, 1935 °7 V.A.L.

14-7-2 Dcnestio well southwest of Feral ta, F. Max. (920.7 - 80.7).

31/S Seo.14, T.TK., E.ZE. ; 300 ft. eaat of gaging station on Otero Interior Drain. 

Coll. Dee. If-, 1935

27-7-2 Donestio well north of Los Lunas, H. Mex. (922.0 - Bo. 6).

HHlA of Htl/4 Seo.27, T.7H., B.2E.; 500 ft. west of Los Lentes Interior Drain. 

Coll. Dec. If-, 1935 by W.A.L.

19-6-2 Domestic well west of LOB ChaTez, H. Mex. (927.6 - Ho. 13) .

Hear center SKI/4 Seo.19, T.bM., B.2B.; 1300 ft. west of Los Ghana Interior Drain. 

Coll. Aprl 1 10, 1936 by W.A.L.

14-5-2 Raw Mexico Power Co. well at Belen, H. Mex.

Public supply for Belen; depth 260 ft.; dlan. 7-5/8 In. Coll. Dec.l4, 1936 by W.L.L. and B.B.T.
Iflddle Bio Grende Valley, Hew Mexico, Underground Waters 

(Detailed Analyses)

laboratory 

Ho.

IB 1*7

16177

15912

15913

15941

BE 160

XB 1*3

BE 663

l6l*9

l6l*7 

l6l**

KB 1*2

ttifcj

KE 162

KB 50*

lbl*2

Conductance,.

025-0

1530

129

53-5

73-8

67.1

74.*

12*

47.*

4o.9

3* A 

5* .2

97.2

103

*6.o

io4

76.5

TDS. 

Tons 

per 

acre 

foot

15.70

1.19

.4*

.70

.62

 75

1.25

A5

A3

.4o 

 57

 87

 94

.83

 98

.69

Percent 

Sodium

*6

56

*.2

12

1*

24

50

39

*3

44 

26

35

58

36

76

79

Percent 

Chloride

*

14

12

11

11

10

9A

11

8.9

6.2

11

19

16

20

1*

7.5

Silica

(sioa)

Ppm

-

-

27

26

24

-

-

"

-

*-

-

-

-

-

Fluorlde 

(F) 

Ppm

-

0.6

 7

1.4

0

-

-

-

0.3

0.7

0.2

-

-

-

-

0.6

lUllleram equivalent per liter

Calcium

(Ca)

19.30

4.64

3.89

5-59

4.*4

5.43

5-97

2.13

1.65

1.35 

3-59

5.07

3-87

5.00

2.03

1.00

Ifegaeslum

(lie)

5.60

1.56

1.07

1.23

 99

1.12

1A5

 99

.76

.90 

 99

i.*3

.90

1.11

.73

.60

Sodium

(Ha)

15* .00

*.01

.44

.92

1.25

l.*l

7.5>

1.90

i.*4

1.76 

1.61

3.46

6.35

3.12

8.35

6.01

Potassium

(I)

.20

-

-

--

-

 271

0

.14

-

_

.1*

.22

.1*

 3*

_

Bicarbonate 

(HOO;)

23.50

*.72

2.54

3.39

3.29

4.35

7.15

2.90

2.64

2.66 

2.69

3.30

4.6o

3.60

5-85

2.70

Sulphate

(Sty

74.10

3-5*

2.17

3.41

3.00

3.38

6.34

1.70

1.21

1.06 

2.*1

5.24

4.94

3.96

3.55

4.31

Ohioride

(01)

85.50

1.92

.65

.87

 79

.90

i.4o

 55

 37

 25 

' .6*

2.00

l.*0

,,»

1.10

 51

Hltrate

(HO,)

0

0

0

0

0

--

tr

.01

.01

0 

0

0

0

0

 95

.06

Index Ho.

6-16-1

6-12-4

9-11-3

9-11-3

9-11-3

10-11-3

31-11-3

20-10-3

20-10-3

32-10-3

14-7-2

27-7-2

19-6-2

l*-5-2

82343 O 38 17

(255)
Middle Bio Giande Valley, Bar Mexico, Underground Waters - 2 -

(Detailed Analyses) 

______________Location and Description_____________

20-5-2 

20->l-2 

24-4-1

3&-4-1 

7-3-2

23-3-1 

10-2-1

2-1-1

14-1-1 

2-2-1 

27-2-1

25-2-1 

36-2-1 

1-3-1 

15-3-1

7-4-1

Domestic well southeast of Belen, B. Hex. (933.5 - Ho.*).

an/If of SWlA Sec. 20, T.5H., B.2I.i on rortti side of road. Coll. Dec. 5, 1935 by W.A.I.

Doroeetle well near Caaa Colorado, B. Hex. (939 A - Ho.ll).

HElA See. 20, T.4B., H.2K.; west of road. Coll. Dec. 6, 1935 by W.A.I.

School well at Boeque, B. Hex. (939.6 - No. 12).

SWlA of USA Sec.24, T.4B., E.IK.; north of road aid east of Basque Interior Drain.

Coll. April 10, 1936 by W.A.I.

Domestic weU south of Boeque B. Hex. (941.5 - Bo. 10).

BW1/4 of NElA 800.36, T.4B., H.IK.; 500 ft. northwest of gaging station on Basque Interior

Drain. Coll. Dec. 16, 1935 b7 * ! 

Done stio well south of San Juan, B. Hex. (943.6* - Bo.l4).

H/S Sec .7, T.3N., E.2E. ; between aeequia and road 0.5 idle south and 0.25 mlle "**>* rf

heed of Las Nutrias Interior Drain . Coll. April 10, 1936 by W.A.I.

Domestic well In Abeytas, H. Ilex. (946.1 - Bc.15).

Bear center Sec. 23, 1.38., fl.US.; west of highway. Coll. April 10, 1936 by W.A.I.

Donestle well east of Bemardo, B. Ilex. (949.9 - Bo.9).

81/6 Sec. 10. T.2H., B.1E. ; north side of highway U.S. 60; 0.5 mile east of railroad.

Coll. Dec. 6, 1935 "y W.A.I.

Drastic well southwest of San Aoaela, B. Hex. (964.0 - B).

USA Sec. 2, T.1S., E.1W.; loo ft. southwest of intersection of San Acacia road with

hlgoway U.S. &*>. CoU. Dec. 9, 1935 by W.A.L.

Domestic well In Cbanlsal, B. Hex. (966.6 - ?).

31/2 See.l4, T.1S., B..1W.; 500 ft. west of railroad. Coll. March 26, 1936 by W.A.L.

Donestlc weU In I«nitar, B. Hex. (970.6 - E).

SIlA See.2, T.2S., H.lW.; south side of town. Ooll. Itareh Si, 1936 by W.A.L.

Spring In hi Us east of Fueblitos, H. Vex. (974.4 - K).

Bl/2 sec .27, T.2S., H.U.; 3 miles east and 1 mile south of Fueblltos. Coll. April 24, 1936

by W.A.L.

Donestic well In Iscondldo, B. Ifex. (974.5 - H).

SWlA of SE1A sec. 25, T.2S., B.1W. Coll. Ifareh Zt , 1936 by W.A.L.

Bew Mexico Traneiant Hospital well (975.0 - L) .

HElA of BWlA sec. 36, T.23., B.lW.; west of highway U.S. 65. Coll. Feb. 21, 1936 by V.A.L.

Domestic well north of Florida, B. Hex. (975.4 - C).

HElA of NElA Sec.l, T.3S., B.lW.; 300 ft. west of railroad. Coll. Dec. 6, 1935 *>? W.A.L.

Municipal water supply of Sooorro, H. Hex. (yfi.t - H).

Sec. 15, T-3S., H.1W.; springs located 2.5 Biles southwest of Soeorro. No. BE 376.

CoU. 7eb. 17, 1936 by W.A.L.

Bo. 16144 from stand pipe in town. CoU. Dec. 4, 1936 by W.B.H.

Ho. l6l43 from spring at heed. CoU. Dee. 4, 1936 by W.B.H.

Domestic well south of Luls Lopez, H. Hex. (9^2.9 - D).

NfflA of HW1/4 Sec. 7, T.4S., H.1K.; 100 ft. *outh of school house on east side of

highway U.S. £5. CoU. Dec. 10, 1935 by W.A.L.

(256)
Middle Bio Grands Vallejr, Hew Mexico, Undergrouol Waters - 2 - 

(Detailed Analyses)

Laboratory 

HO.

ii 16*

B 14*

ii 507

B166

o 503

ii 510

SB 165

o 279

II 512

IE 511

0666

H66*

a 375

BE 192

11376

161** 161*3

BE 193

Conductance, K±105 

OZJ'O

135

32<

29*

1*2

6*.i

166

233

392

3*0

*21

6-7.6

37-1

36.1

*3.o

3*.o

»

120

TUB. 

Tons 

J*r 

aer* 

foot

1.**

3.05

3.17

1-37

.63

1.56

2.14

3.*7

3.29

*.**

j»j

 32

 3*

 3«

 32

 31 

 31

1.12

Poreant 

Sodium

33

76

56

3<

*i

7*

67

72

**

65

2£

3«

33

52

67

65 6*

57

Peroent 

Chloride

15

*0

33

11

7-«

*.7

33

61

**

22

5-7

11

10

13

11

10

11

20

Silica 

(Si02 ) 

Fin

-

-

-

"

-

-

-

-

-

~

-

~

--

-

-

-

~

Fluoride

w

Ppa

-

-

--

-

-

-

-

-

-

-

--

-

~

-

-

 9 

1.0

-

UHlieram equivalent per litsi

Calcium

<0a)

6. SO

*.o*

9.*9

a.i7

3-13

2.51

*.6s

6.75

15.90

12.60

*.*5

1.93

2.07

1.77

 93

.90 .90

*.29

Ha guest an

(Mg)

1.79

*.36

5.*o

2.27

1.00

i.*6

3.*6

*.25

5.27

*.12

2.73

.60

 59

 *3

 33

 39 39

l.*0

Sodium

(Da)

*.77

26.20

13.50

6.03

2. tO

1*.10

16.50

as .90

16.90

31.50

2.66

1.35

1.16

2.0*

2.39

2.37 2.32

7.15

Potas 

Hum

W

.*9

.05

.11

 29

.11

 23

.1*

0

0

0

.20

.£0

 15

 29

.1*

-_

 37

Bicarbonate 

( 00;)

6.30

3-15

*.20

(S.05

3.30

6.75

3-55

*.6o

6.70

f!.6o

*.25

2.60

2.70

2-55

2.75

2.61 2.56

5-55

Silphate

(Sty

7-15

17.60

22.1)0

6.91

3-19

10.70

13.00

10.40

l*.1^

26.20

5.22

1.02

 «7

l.*2

.62

.62 

.62

5.02

Chloride

(Cl)

2.*0

13 .*o

6.90

l.SO

 55

 <5

f!.20

2*.*0

16.^0

12.10

 55

.*5

.*0

.60

.*0

 37 

 37

2.60

mtrate 

(KO,)

0

.50

0

0

0

0

0

0

0

1.25

.02

.01

tr

«

.02

.01 

.01

.0*

Index No.

20-5-2

2o-*-e

2*-*-l

36-*-!

7-3-2

23-3-1

10-2-1

2-1-1

1*-1-1

e-e-i

27-2-1

25-2-1

36-2-1

1-3-1

15-3-1

7-*-i

(257)
Middla Bio Qrmde Valley, Ne* Mexico, Underground Waters - 3 -

(Detailed Analyses) 

__________ location and Description_____________

30-4-1 Donestlc well north of San Antonio, N. Ilex. (9^6.3 - A).

Bl/fe Seo.30, T.IW., S.IX.; on west side of highway U.S. $5. Coll. Dee. 6, 1335 by W.A.L.

7-5-1 Donestlc well west of San Antonio, N. Ilex. (9*9.6 - ?).

Bear center 39C . 7, T.JS., E.1S.; about 0.5 Bile west of railroad. CoU. April 23, 1936 by W.A.L.

(£58)
Middle Bio Creole Valley, New Mexico, Underground Haters - 3 - 

(Detailed Analyses)

laboratory

No.

is 170

HS&&5

Conductance

KrlCP

025*0

209

^5-5

 KB.

Tons

per

acre

foot

2.01

.te

Percent

Sodium

-ft

62

Percent

Ohioride

11

16

Silloa

(Si02 )

Ppn

"

riooride

<F)

Ppn

~

Milligram equl Talent per liter

Calcium

(Ca)

3-79

i.*5

Ibgneaium

(Kg)

1.37

Ao

Sodium

(Ha)

13.20

2.^5

Potassium

(K)

.l"f

 15

Bicarbonate

(HCOj)

9.15

2.95

Sulphate

(SO^)

11.70

l.llf

Chloride

(Cl)

2.65

 75

Nitrate

(HOj)

0

.01

Index No.

30-^-1

7-5-1

(259)
25-13-1*

Elephant Butte Project, Hew Mexico and Texas, Surface Waters 

(Detailed Analyses)

Note: In the following descriptions the Townships and Ranges are referenced to the Hew 

Mexico Principal Meridian. The data as to location and elevation are 'by the 

Bureau of Reclamation, and all samples wers collected by that Bureau. The 

samplss with numbsrs preceded by "EE" wers analyzsd by the State cf Teias, 

the others were analyzsd by the Geological Survey.

Irrigation Waters:

Bio Grande at Elephant Butte Dan outlet. New Mexico.

Pool below dam in Sec. 25, T.13S., E.Uf.; at te55 ft. above sea Isvel. Collected by W.A.L.

36-16-5 Bio Grande at Percha Dam, New lleiico.

N950 ft., Wll»50 ft. of SB oor. Sec.36, T.16S., B.JW. Crest of dam is >«.H .27 ft. above

sea levsl. Collected by W.A.L., except No. 15759 by U.B.B.

Bio Grande at llesllla Dam, New Uexlco.

S2Uo ft., 11320 ft. of NW cor. Sec. 13, T.gltS., B.1B.; the dlvsrslon into Bastside and

WestBide Canals of Mesilla Valley. Collected by W.A.L., except No. 15761 by E.S.M.

°/-29->t Bio Grande at El Paao gaging station, Texas.

SSlA Sec. 9, T.29S., B.lUS. Zsro of gage le 3720.65 ft. above Bea level. 'Collected by W.A.L.

11-32-6 Bio Grande at Riverside Canal head, Texas.

N2000 ft., B1950 ft. of SW cor. Sec. 11, T-32S., B.6B. Zer» »f gage is 3658.58 ft. above sea 

level. Collected by J.S.

12-35-9 Tornlllo Canal at head of Hudepeth Canal, Texas. 

SWlA See. 12, T.35S., R.9E. Collected by W.A.L.

Bio Grande at Fort Quit man gaging station, Texas.

Located at lower end of El Paso Valley, 1.5 miles below old Tort Quit man and 11.5 nllss 

 south of Hnlay, Tsxas. Zero of gage is 3U5U. 06 ft. above ssa level. Collected by W.A.L.

Drainage Waters!

26-28-3 West Drain, Meeilla Valley, Nsw Mexico.

SlUUo ft., B50 ft. of HW cor. Sec. 26, T.2SS., 

Collectsd by W.A.L.

., above confluence with Hemexas Drain

32-33-8 Middle Drain, SI Faso Valley, Texas.

SW1/1* Sec. 32, T.33S., R.SS., beloi. confluence with Biver Drain. Collscted by W.A.L.

(260)
|HB gggH 5 gH ggggotHB 

S Bv

* 0.

Ok<*o oa. en Ok OMJ> -o Ok 

\JIO (T«-pr<r«(r«M vO O 

ro ok-ta ohxbo ok okw 

111^ !! 

S(3 S

OHi OOOOOO

^3 OTOI ffNffNOfcOl

AS«pSp-«J> ON OIOI UJ-PVjJV.MUJ-pr.pr U1V.M

t, i I

IT* -^\.

1OOOOOO Hi OO OOOOHIQHi OO

01 -J

So?

V3 ." 

S1*

* * *

HOI -f-enji ^ UJUJUJUJ -pr-l jnjj ui yiro roUJroMMroro roro

*- -*- *- - -_ _?- - - - _«_

Ol OIOI 4v-pr-P11 -pr-P1*-pr-f^ -pr-p

er>3& c^oxJlOl woi Oll^J>^S^!>< S-goi on-^s SCN u< wro HIIOHIHIHIHIHI HiH

 «*8 S^SSolJ y~'"'~ -- -'-' - ' ' -'- - - - - - -«- - - 

000*00 .00. ».

K

2 I
nephant Butte Project, New Mexico and Tolas, Surface Waters - 2

(Detailed Analyses) 

_____ ______ location and Description ___________

Drainage Waters: (Cont'dl

Qnadrllla Drain, El Paso Valley, Texas.

H200 ft., E^OO ft. of 3* OOP, Sec.1)-, T.jMs., R.fit. Collected by W.A.L.

Mesa Drain, El Paao Valley, Texas.

3700 ft., Z1000 ft. of HIT cor. Sec.4, T.jMs., B.«l., at outlet to river.

Collected by W.A.L.

Fabena Intercepting Drain, El Paao Valley, Texas.

S700 ft., 1600 ft. of WT cor. Sec A, T^is., H.SB., at outler to river.

Collected by W.A.L.

(262)
Elephant Butte Project, Hew Ibxleo and Texas, Surface Waters - 2 - 

(Detailed

laboratory 

Bo.

H1203 

SE1320

10259 

01319

IE1204 

H1322

Date

9-22

10-5

9-22

10-5

9-22

10-5

Conductance 

Krio"

025*0

a

9

310

TDB. 

ton* 

per

acre 

foot

a

*s

2.76 ZJtZ

Dleeb. 

c.f.e.

-

14.10

3.37

Percent 

SoditB

56

57

64 

64

8

Percent 

Chloride

3*

39

5° 

5°

49 

50

HllllKrem eaul Talent per liter

CalolOB

(Ca)

6.28 

6.4o

11,60 

12.70

12.50

12.80

Haguelug)

2.25 

2.22

4^

4.05 

3-91

SodltB

(Ha)

11.10 

11.50

as. zo 

30.60

15.90

lfa.00

Pot asdim

(r)

0 

.02

0 

 17

0 

.01

Bicarbonate

(HCty

4*.6o

6.00 

6.30

5.25 

5.30

Sulphate

(804)

7.60 

7.65

16.00 

17.60

11.10 

11.20

Chloride

(01)

?'J5

a. 90 24.30

15.90

lb.20

Hitrate

(HO,]

.02

.04

tr 

tr

.05 

.02

Index Ho.

4-34-* 

4-34-*

4-34-8

(263)
Ilephant Butte Project, Hew Mexico sad Texas, Subsoil Waters 

(Detailed Analyses)

Location fff

Hote: The water sanples here reported are from observation wells listed in the table of 

conductance data (Group II) for this area. The Townships and Bangee are referred 

to the Hew Mexico principal meridian. The location data, elevations in fest 

above sea level and water samples are by the Bureau of Reclamation; the 

analyses are by the Oeologioal Survey. The expressions "0. S. " and "W. S. " 

imply respectively: Ground Surface and Water Surface.

HINCOS DIVISIOH:

8-18-1* Garfield well (206)

S2290' - Wt*10< of HE ccr. sec. 8, T.18S.. B.1*W.

Her. well top: 1*101.61; G.S. 1*100.27; W.S. 1*095.1*8. Coll. Aug. 12, 1936 by M.B.B.

35-18-1* Salem well (207)

S10' - B580' of HW cor. sec. 35, T.18S., B.1*W.

Her. well top: 1*079.97: G.S. 1*077.81*: W.S. 1*071.13. Coll. Aug. 12, 1936 by M.B.B.

35-19-2 Tonueo well (209)

H2560 1 - W530' of SB cor. BBC. 35. T.19B.. H.2W.

Her. well top: 1*007.77: G.S. 4006.12; W.S. 1*000.95- Coll. Aug. 12, 1936 by M.B.B.

10-19-3 Hatch well (208)

Hll*0' - I9601 of SW cor. sec. 10, T.19S., R.3W.

Blev. well top: 1*053.1*3; G.S. 1*051.55; W.S. l*0l*l*.20. Coll. Aug. 12, 1936 by M.B.B.

MSSILLA TALLET DIVISION:

16-22-1 Dona Ana well (223)

HI50' - W20001 of SB eor. sec. l6, T.22S., R.1I.

Iler. well tops 3923.77; G.S. 3922.02; W.S. 3915.02. Coll. Aug. 12, 1936 by F.D.P.

16-23-1 Picacho well (22^)

H6UO' - W100' of SB cor. sec. 16, T.23S., R.1I.

Her. well topi 3897.3!*; G.S. 3895.04; W.S. 38S3.62. Coll. Aug. 12, 1936 by F.D.P.

35-23-1 llesllla well (225)

Sl*20' - W2170 1 of HE cor. sec. 35, T.23S., H.1I.

Her. well top: 3882.1*2; G.S. 3880.72; W.S. 3872.52. Coll. Aug. 12, 1936 by F.D.P.

33-2U-2 Santa Toaas well (226)

SSUO' - 12390' of HW oor. BBO. 33, T.gltS., £.21.

Her. well top: 3851.25; G.S. 381*9.35; W.S. 381*0.95- Coll. Aug. 12, 1936 by I.S.M.

19-26-3 Chanberlno well (227)

S800 1 - I22SO' of HE cor. sec. 19, T.26S., E.Jt.

Her. well top: 3801.SS; G.S. 3800.15; W.S. 3791.95. Coll. Aug. 12, 1936 by I.S.M.

3U-26-3 Anthony well (228)

H150' - WO' of SB oor. sec. 3!*, T.26S., B.3I.

Her. well top! 3787.OH; G.S. 3785.57; W.S. 3779.87. Coll. Aug. 12, 1936 by E.S.M.

16-27-3 I* Onion well (229)

H201 - S1360' of SW cor. seo. 16. T.27S., R.3E.

Her. well top: 3780.91*; G.S. 3780,07; W.S. 3771.27. Coll. Aug. 12, 1936 by I.S.M.

26-28-3 Uontoya well (230)

31830' - W110' of HI cor. seo. 26, T.28S., B.3I.

Her. well top: 37>*9.70; G.S. 371*7.02; W.S. 371(2.10. Coll. Aug. 12, 1936 by I.S.M.

EL PASO VALLET, TEXAS:

20-32-7 Jooth well (2l*l*)

H1650' - 11800' of SW oor. sec. 20, T.32S., H.7E.

Slev. well top: 36U9.1H; G.S. 36>*7.20; W.S. 36^1.(A. Coll. Aug. H, 1936 by G.L.

32-32-7 San Illsarlo well (2l*5)

H2l*00' - W2500' of SB cor. see. 32, T.32S., H.7E.

Blev. well top: 361*6.0; G.S. 36Wt.2; WJ, 3637.60. Coll. Aug. 1*. 1936 by G.L.
Elephant Butte Project, Sew Mexico and Texas, Subsoil Water 

(Detailed Analyses)

Laboratory 

Ho.

1560U

15605

15768-

15760

15762

15708

15710

15709

15707

15737

15738

15739

157*3

157**

Conductance 

Kxlo5

sa^'o

266

212

22?

185

1ft

2*0

217

161

1M

3M*

1«8

359

976

160

ITS. 

tons 

per 

acre 

foot

2.70

2.10

2.13

1.70

1.50

2.11

2.06

l.*7

1.28

3.2^

5.07

3.02

S.8U

1.3*

Percent 

SodiW

30

33

77

*9

S7

*3

39

3S

65

*7

77

Tl

60

Percent 

Chloride

2*

S3

*3

17

27

17

25

25

29

31

26

52

68

3*

Silica 

(SiOgJ 

Pern

18

27

21

27

32

25

26

&

19

22

1*1

17

18

15

Fluoride 

(I)

_.

--

0

1.*

1A

3-2

0.2

0.1

0.3

1.8

2.0

1.1

.8

1.0

Calcinn

(Ca)

13.08

12.83

12.82

3-39

6.6U

2.30

9.5S

8.19

6.89

7-39

21.31

5.69

20.06

*.69

M 

Magne-

(He)

3-37

3.95

3-^5

1.15

2.30

1.15

^. 03

2.38

2.30

5^3

10.12

2.63

10.53

1.56

Sodium

(Na)

13.87

6.87

7-57

15.05

8.18

22.05

9.87

6.UU

5-35

23.1*8

27-35

27.70

73-17

8.87

Potassium

(K)

.33

.26

.38

.28

.W

.26

 31

.2H

.33

.8U

.51

A9

.61

.U6

Bicarbonate

(HCOj)

6.05

6.90

5.10

7.08

5-31

1M9

6.16

5-77

3.1H*

5>7

11.57

6.75

6.15

3-57

Sulphate

(SOlp

16-78

10.08

8.99

9.20

7.35

6.91

11.66

7-35

7.1*

19.80

31.73

10.1*7

27.3*

6.68

Chloride

(Cl)

7-33

7.05

10.UU

3.UU

i*.7i*

*.37

5.98

1^*6

*.23

11.59

15.51

19. ou

70.85

5-39

Nitrate

(NOj)

.18

tr

0

0

0

0

0

0

0

0

0

0

0

0

S-18-lf

35-18-*

35-19-2

10-19-3

16-22-1

16-23-1

35-23-1

33-2U-2

19-26-3

3W6-3

16-27-3

26-28-3

20-32-7

32-32-7

(265)
Elephant Butte Project, Hew Mexico and Texas, Subeoil Watere - 2 

(Detailed Analyeee)

21-33-7 Horth well (2W)

H2U00 1 - W1500' of SE eor. eec. 21, T.33S., 8.71.

Elev. nell top! 3621.52; U.S. 3620.0: W.S. 3615.62. Coll. Aug. U, 1936 V&-I"

35-33-7 !* «oor well (2l7)

H2500' - W2200' of SE cor. eec. 35, T.33S.. 8.71.

Blev. well top! 3618.53; U.S. 36l6.60; W.S. 3612.53. Coll. Aug. U, 1936 t>7 8.L.

Mllner noil (251)

S100 1 - 11800' of HW cor. eec. lU, T.jUS., B.gB.

Bier, well top! 3596.31: U.S. 3591-7; W.S. 3590.61. Coll. Aug. U, 1936 by U.L.

22-3U-S McHahon well (2lg)

H2100 1 - W1900 1 of SB cor. eeo. 22, I.3US., B.8B.

Bier, nell top! 3593.8; 6.S. 3592.5; W.S. J5S7.10. Coll. Aug. U, 1936 by O.L.

2U-3U-8 Sohalrer well (250)

H2001 - E1600 1 of SW cor. eec. 2>t, T.jUS., E.8B.

Eler. nell top! 3590.07; U.S. 3587.90: w.s. 3582.1*6. Coll. Aug. U, 1936 V O.I»

Mebus well (2^9)

H1710 1 - E1170' of Sf oor. sec. 25. T.3US., E.8B.

Elev. nell top: 3586.U3; U.S. 3585.30; W.S. 3580.21. Coll. Aug. ».. 1936.

31-31-9 Hendereon well (252)

H100' - El60' of Sf oor. sec. 31, T.3lS., E.9B.

Blev. nell top: 35S2-55: & S. 35S2.UO; W.S. 3576.51. Coll. Aug. U. 1936 by 5.L.

U-35-9 Ualone well Ho. 1 (253)

S950' - E1650' of Hf cor. eec. U, IP.35S.. E.gK.

Bier, well top! 3573.31; U.S. 3572.UO; W.S. 3566.62. Coll. Aug. U, 1936 V <* ! 

7-35-9 Malone nell Ho. 2 (251)

S1000' - WUOO 1 of HB cor. aec. 7, T.35S., E.JE.

Elev. nell top! 3576.30; U.S. 3575-50; W.S. 3568.50. Coll.Aug. >t, 1936 by U.L.

(266)
Xlephant Butte Project, Hmr llezieo and Texas. Sobcoll Waters - 2 - 

(Detailed Analyses)

Laboratory

1571*5

1576*

15767,

15765

15766

15M

15797

15798

15799

Conduo tanoe 

1x105 

 2"5»C

892

1*58

1*10

1050

3*5

1090

901

1390

5«

TDS. 

tons 

pe* 

acre 

foot

8.00

i*.i*o

3.70

9-65

3-05

9.72

8.36

ll*.l*5

5-15

Percent 

Sodl50

86

56

86

56

76

81

72

46

Percent 

Chloride

6s

23

52

59

52

6s

52

>*7

55

Silica 

(SlOgi 

POT

*5

27

22

16

21

21

23

11

13

Florida 

(f)

1.8

3-7

0.8

2.2

1.2

1.6

1.8

5.0

3.0

11 Calcium

(Ca)

3M*

5.09

1U.37

11.03

11.58

18.02

9-78

29.60

19.1*2

Uagoeoiiom

(H^)

13. 1«)

2.22

>*.85

5-02

3.87

8.88

8.1*7

16.37

12.25

lllErai

Sodium

(Sa)

1*7.88

1*2.96

23-70

97.81*

20.35

87.36

78.3«

117.08

26.66

eoulTi

FotaaSiUB

(K)

.61

 23

.66

.17

.36

.W

.36

.1*1

 38

ilent p

Bicarbonate

tHCOj)

6.95

11.67

5.62

9.69

>*.92

6.3>*

6.08

1*.29

5.11

r litsi

Sulphate

(SO),)

23-8U

26.96

15. l>*

37.»*5

12.1*9

30. &

1*0. OU

82.3"*

21.07

Ohioride

(01)

65.77

11-79

22. SU

67.26

18.67

77-36

50.77

76.57

32.1*3

Bitrate

(1103)

0

0

.05

.06

.02

.0>*

.01

0

0

Index Bo.

2M-33-7

35-33-7

lM-3l(-g

22-3ll-8

2"»-3lt-8

25-311-8

3l-3"-9

1-35-9

7-35-9

(267)
The Drains of the Elephant Butte Project Hew llezloo and lezae

(Total Dissolved Solids in tons per acre foot) 

Inde* Ho.______________________Location and Description________________________

Note: In the following descriptions the townships and ranges are referred to the Hew

Mexico principal meridian! the elevations to sea level datum. The length of drain 

is the mileage contributing the discharge above the gaging etatlon. The gradient 

in feet per mile is that of the water surface and Is only approximate. The elevation is that of the water surface at the gaging station on the date named when 

the discharge wae as reported. The location descriptions, the water samples, and 

the analyses are by the Bureau of Reclamation.

RIUCON DIVISIOH, NEW MEXICO:

6-19-3 (Jarfleld Drain (202).

Station S 1880' - w 900' of HE cor. sec. 6, 1.19S., E.3!.; near outlet to river. Length, 

12.4 miles: water surface 4060.32 feet above sea level on Dec. 1, 1936 when discharge 

was 8.7 c.f.s.

13-19-3 Hatch Drain (203).

Station H 1150' - 1 300' of SW cor. sec. 13, T.19S., £.31.; near outlet to river. Length, 

10.8 miles! gradient, 3.1 feet; water surface 4034.28 feet above sea level on Dec. 1, 1936 

when discharge was 6.6 c.f.s.

28-19-2 Angostura Drain (2C4).

Station S 460' - W 1200' of NE cor. sec. 28, T.19S., E.2W.; near outlet to river. Length, 

4.1 miles; gradient. 2.6 feet: water surface 4012.48 feet above sea level on Dec. 1, 1936 

when discharge was 1.3 c.f.s.

Rineon Drain (205).

Station S 600* - W 2300' of HE cor. sec. 12, T.20S., R.2W.; near outlet to river. Length, 

14.4 miles; gradient, 3.1 feet; water surface 3993.77 feet above sea level on Dec. 1, 1936 

when dlecharge was 7-9 e.f.s.

(268)
The Dralna of the Ilephant Butte Project Heir Mexico and Texaa 

(Total Dissolved Solids In tone per acre foot)

Date

2- 1-21

> 2-21

4- 1-21

5- 2-21

7- 1-21

7-31-21

9- 3-21

10- i-a

22

22

22 3- 3-21+

7-14-24

,7-10-21+

17-14-24

10-10-24

12-29- 2U

3-19-25

10- 1-25

14-10-26

7- -26

12- -26 1- -27

11-10-26:

7- 3-26

9- -26

12- -26 1- 3-27

14- -27

7- 7-27

9- -27

1- -28

1- 8-25 3-19-25

10-7-25 1(- 9-26

7- 5-26

10- -26

12- -26 1-19-27

It-13-27

7- 1-27

DlBCh. 

e.f.a.

9.0

11.5

12.5

13.0

14.4

li*.6

12.5

11.0

- -

- -

- -

- -

7.9

2>+.3

24.3

ll*.g

8.0

16.1

15.0

13.8

20.6

9.0

8.9

5.3

9.9 l*.i*5

>*.3

3-0

8.8

6.7

5-7

2.2

2.6

3.9

9.1

11.9

28.1

8.0

8.8

7*3

12.1*

11.2

T.D.S.

.98

1.11

1.31

.82

1.25

lil7

1.31

1.31

1.44

1.17

 95

.95

.27

.82

1.09

1.36

 27

1.22

1.22

1.50

1.09 1.63

.82

1.36

1.22

.68

.82

..82

.68

.68

1.09

.82

1.36 1

 95

1.09

1.09

1.50

 95

1.09

Date

10-10-24

12- 8-24

3-19-25

10- 8-25

1- 9-26

1*- 9-26

7- -26

10- -26

12- -26

1-19-27

1*- -27

7- 1-27

9- 7-27

4- -27

7- -27

9- -27

1-214-28

14- >28

7-10-28

10-17-28

1-31-29

It-12-30

10-9- 30

It- 3-28

7-10-28

10- "4-28

1- -29

It-11-30

10- 9-30

1-28-31

U-30-31

7- 3-31

9- -27

1-17-28 

"4-1 -28

7- 1-28

10- 14-28

1-10-29

14-11-30

10- 9-30

1-29-31

14-30-31

DlBCh. 

e.f.a.

6.3

15-3

15.1

12.8

9.9

13-7

22.1

11.8

11.0

9.2

17.5

15.0

15-9

13-5

15.6

12.9

9.3

11.7

12.5

9-1

11.1

14.1

12.0

8.1

4.3

2.6

1.6

2.6

1.0

0.96

3.1

3.0

11.1*

6.8 

10.H

2>+.3

20.8

11.61

20.8

12.0

8.3

18.3

T.D.S.

1.09

1.09

1.22

1.36

1.22

1.09

.82

1.36

1.22

1.22

1.36

1.36

1.36

1.36 1.50

1.50

1.36

1.22

1.09 1.36 1.36

1.09 1.50

.82

.82

.82

 51*

.82

1.36

.82

.5!*

1.50

1.77

.68 

.68

1.22

1.36

1.22

l.3f

1.36

1.09

1.63

Date

1- -28

It- 3-28

7-10-28

10- >28

14-11-30

10- 9-30

1-29-31

it- 30- 31

7f 2-31 10- 1-31

1-28-32

14-10-32

7- 2-32

1-28-31

14-30-31

7-13-31

10- 1-31

1-28-32

14-10-32

7- 2-32

10- 3-32

1-30-33

It-28-34

10- 1-31

1-28-32

U-10-32

7- 2-32

10- 3-32 1-30-33

It-28- 34

7-26-34

10-23-34

7- 3-31

10- 1-31

1-28-32

U-10-32

7- 2-32

10- 3-32

1-30-33

4-28-34 7-26-31*

10-23-34

DlBCh. 

c.f.e.

8.8

13.8

15-9

12.0

12.5

13-9

9.0 15.8 29.7 19.9

13.3

16.8

20.2

8.7

16.9

20.0

15.04

8.3

18.0

20.6

16.7

8.0

24.0

2.11

0.72

3.1

4.8

2.0

1.0

8.5

6.5

2.9

22.5

a.55 7.49

21:0

21.2

17.7

25!!

25.1

9.2

T.D.S.

1.09

.82

1.09

1.36

1.09

1.22

1.36

1.36

1.36

1.36

1.36

1.36

1.36

1.09

1.09

1.36

1.50

1.09

1.22

1.22 1.36

1.09

1.09

.82

1.09

.68

.95

.95

1.09

1.50

1.50

2.18

1.09

1.90 

1.22

 95

.54 1.36

1.09

1.22 1.90 1.63

Date

10- 3-32

1-30-33

1-31-34

4-28-34

7-27-34

10-23-34

1-30-35

4-25-35

7-20-35

10-30-35

1-30-36

4-29-36

10-28-36

7-26-34

10-23-34

1-30-35

14-25-35

7-25-35

10-30-35

1-30-36

4-30-36

7-29-36

10-28-36

1-30-35

4-25-35

7-25-35

10-30-35

1-30-36

14-30-36

10-28-36

1-30-35

4-25-35 

7-25-35

10-30-35

1-30-36

4-30-36

10-28-36

DlBCh.

C.f.B.

19.1

I'.l

20.6

25.1

s!4

11.3

18.0

7-5

8.97

8^7

24.4

10.1

7.5

12.2

17-4

8.8

6.57

13.9

17-9

8.3

1-5

3.6 3- 1*

1.0

0.82

3-3

1.95

6.4

16.1

s*3

7.46

16.9

10.1

T.D.S.

1.50

1.36

1.40

1.22

1.22

 95

1.22

1.22

1.36

1.36

1.36

1.36

.68

1 36

l^

1.36

1.22

1.50

1.50

1.22

1.22

1.36

1.09

1.36

1.63

1.22

1.36

1.36

1.50

1.22

1.63

1.22

1.36

1.50 1.63 1.50 1.50

6-19-3

13-19-3

(269)
The Drains of tba Slephant Butte projeet Hew Mexico and Texas - 2 -

(Total Dissolved Solids In tons per aore foot)

Index He.___________________Location and Description____________________________ 

MESILLA VALLIY DIVISION, HEW MEXICO AHD TEXAS:

6-22-1 Selden Drain (211).

Station S 1130' - I 2330' of Hf eor. see. 6, J.22S., B.U.; near outlet to river. Length, 

>».6 nlles; gradient, 3.1 feet; water surface 393^-7^ feet atove sea lerel on Dee. 1, 1936 

when discharge was 1.7 e.f.s.

3-2J-1 Leaeburg Drain (212).' Static: ~ -" 

Length

rg Drain (212).'

Station S 1110' - I 2200' of Hf cor. see. 3, T.23S., B.U.: aboTe inlet to Del Bio Drain. 

Length, 12.3 olles; gradient, U.2 feet; water mrfaee 3899-31 feet above eee. level on Dee 

1, 1936 when discharge was 2.3 e.f.s.

11-2U-1 Pleacho Drain (213).

Station S 10' - I 1180' of HI eor. sec. 11, T.2^S., H.ll.; above outlet to river. Length, 

7.2 miles; gradient, 2.8 feet; water surface 3871.09 feet above eea level on Dee. 2, 1936 

when discharge was 6.5 e.f.s.

(270)
The Drains of the Elephant Bntte Project Sew Uexico and Texae - 2 - 

(Total Dissolved Solide In tone per acre foot)

Date

2- 2-a

3- 7-21

6- 5-a

6- g-a

g- s-a

9- 6-21

10- 6-a

l*-10-22

l»-10-22

7- 7-22

7- 7-22

1-15-23

i»- 30- 23 7-25-23

1-18- &

8- 1-19

11- 1-19

11-15-19

12- 3-19

2- 1-20

3-30-20

11-27-20

2- 2-a 3- g-a ii- 5-a

5- 6-a

6- g-a

7- 7-21

8- g-21

9- 6-a

10- 6-21

11-10-22

l|-ll|-22

U-ll|-22

7- 5-22

1-15-23

ll- 25-23

7- 5-23

1-1U-2U

i»- 7-*

7- S-2^

10- U-2l(

12-30-2U

't- 3-25

7- 7-25

Diseh. 

c.f.e.

1.6

B.fc

3-0

>*.g

5-*

5.6

&.2

6.0

6.0

8. 8

8.S

3.8

9.2

10.8

2.9

M10.5

8.6

8.5

9.0

18 A

lg.0

7.0

lU.O 30.5

1»2.0

33.0 23.9

22.0 15.2

10.8

5-5

5-5

13.1

12.5

11.3 13.3 9.59

9.5 13.2

9.9

9.5

11.9

16.5

f.D.S.

1-33

1.22

l.lfc

1.09

.98

1.11

1.17

1.55

1.17

l.SO

l."*7

1.36

2.31

2.31

1.90

2A9

1.70

1.88

l.UO

1.39

1.56

l->»3

1.09

.90

1.03

1.03

 95

.87

1-33

 95

.95

 79

2.02

2.18 1.36

.98

.95

1.09

.32

.82

 95

.82

.32

.82

-95

Date

ll- 2-21+

7- 5-*

10- ft-2U

12-29-2U

1-2M-25

U- 11-25

7- 7-25

10- 3-25

l- 5-26

U- 2-26

7-15-26

10-11-26

l- 7-27

ll- 7-27

7- 3-27

7- 7-22

1-15-23

11-30-23

7- 5-23

l-lg-2&

U- g-2^

7- g-2U

10- 6-2^

12-20-2U

1-19-25

lt2l|-25

1-29-25

i»- 11-25

7- 7-25

10- 3-25

1- g-26

3- 1-26

10- 3-25

1- 9-26

1|- 2-26

7-15-26

10-11-26

1- 3-27

ll- 6-27

ll- 2-27

ll- 9-28

7- 5-28

10-.2-2g

1- 3-29

ll- 1-29

Disoh. 

e.f.s.

5-1

12.1 7->»

*'?

2.4

6.3

10.1

5-1

2.3

3-0

g.o lt.6

l.g

3-1

7-8

. _

11-5

27-3

31.1

7-31

13.52

23.2

20A

10.U

9.8

9.6

8.2

20.1*

27.U

17.6

8.7

10. g

12.3

7-3

g.U

16.6

ll.l

6.7

9.U

S.g

g.o

9.6

9.1

5-7

7-8

T.D.S.

1.90

1.77

 77

.09

.36

.36

 50

.36

.09

.36

.63

 50

.36

.36

.63

1.01

.87

1.09

1.36

.88

 95

.95

1.50

.82

..82

-95

1.09

 95

.95

.95

.82

.ss

1.09

1.09

1.09

1.22

1.36

1.22

1.09

.8?

1.09

1.09

1.22

1.22

1.09

Date

11- 2-27

1- 5-28

4- 9-28

7- 9-28

10- 2-28

1- 2-29

ll- 2-29

11-17-30

10- 2-30

1-26-31

lt-13-31 7-13-31

10- 5-31 1-29-32

4- 9-32

ll- 2-26

7-15-26

10- >4-Z6

l- 3-27

ll- 6-27

ll- 6-28

7- 5-28

10- 2-2g

1- l|-29

*- 1-29

11-16-30

10- 3-30 1-26-31 11-13-31 7-13-31

10- 5-31

1-29-32

1*-21-30

10- 3-30

1-26-31

U-13-31

7-13-31

10- 5-31

1-29-32

i*- 9-32

7-12-32

10- 6-32

1-2^-33

i|-29-33

7- s-33

Disoh.

C.f.B.

3-5

2.0

3.0 it.o

M

2.0

3.0 it.o

10. g

3.0

7.2

S.6

g.3

2.i

3-1

10.5

21.7

12.U

10.0

11.7

22.0

26.2

22.9

9.3

12.3

9.9

16.0

U.7

13-5

15-3

16.0

U.7

15.5

ll.S

?.g

12.U

11.7

9.7

6.8

9.9

ll.l

8.9

5-3

9.3

10.1

T.D.S.

1.63

1.50 1.36

1.63

1.09

1.36

1.36

1.22

1.22

1.50

1.50

1.50

1.36

1.50

1.77

.95

1.09

1.09

1.09

.95

.g3

.68

1.09

1.09

1.22

 95

.82

.82

1.09

.82

.82

 95

1.22

1.22

1.22

.82

1.36

1.22

 95

 95

1.22

1.22

1.09

1.16

 93

Date

7-12-32

10- 6-32

1-211-33

U-25-3&

7-26- 3^

10-17-31*

l-2g-35

l(-2l|-35

7-31-35

10-30-35

1-30-36

^ 29-36

10-2g-36

11-11-32

7-13-32

10- 6-32

l-2»i-33

11-25-34

7-26-3^

10-17-31*

1-26-35

U-2H-35

7-31-35

10-30-35

1-30-36

lt-29-36

7-29-36

10-28-36

U-26-3U

7-26-3U

10-17- 3U 1-26-35

l|-2li-35

7-31-35

10-30-35

1-30-36

lt-29-36

7-29-36

10-2g-36

Diaoh.

C.f.B.

8.5

7.0

2.0

7-7

g.9

*.3

0.1

?' 7

6.1

2.9

1.2

3-0

2.8U

10.6 15.5 16.0

3-8

11.5

19.8

10.2

2.2

6.U

11-3.

U.g

2.0

g.g

11.6

7-72

12.5

10.5

7.6

7-3

6.1

7-5

6.2

5-55

9.9

9-0

7.23

T.D.S.

1.50

 50

.50

 36

.50

 50

.22

.36

.50

.09

1.09

1.36

1.36

-95

 95

.95

.82

1.22

 95

.95

 95

 95

 95

1.22

1.09

 95

1.22

.95

1.09

1.09

1.22

1.09

1.09

1.22

1.09

1.09 1.63

1.22

1.09

Index So

6-22-1

3-23-1

11-2>I-1

(271)
The Drains of the Elephant Butte Project Hew Uexleo and Texas - 3 ~

(Total Dissolved Solids In tons per acre foot) 

Index Ho.________________Location and Description_______________________________

17-2V-2 Uesllla Drain (21*0.

Station S 2lUO' - E 1620' of NW cor. sec. 17, T.SUS., E.2E.; above Inlet to Del Hlo Drain. 

Length, 17.1 miles; gradient, ^.3 feet; water surface 38^2.81 feet above sea level on Dec. 

2, 1936 when discharge was 3.U e.f.c.

29-25-3 Del Elo Drain (Includes flow of leaeburg and Uesllla Drains) (21J).

Station S S90 1 - B 1170' of NW cor. eec. 29, T.25S., R.JB.; above outlet to river. Length, 

73.1 miles; gradient, 3.9 feet; water surface 3813.52 feet above cea level on Dec. 2, 1936 

when discharge was 83.8 c.f .s. (On March 14, 1931* Uesllla Drain was cut Into Del Glo Drain 

and Leaeburg was cut In on March 1U, 1935).

6-26-3 Chamberlno Drain (219).

Station S ItSo 1 - IT 261*0' of SI cor. sec. 6, I.26S., E.3E.J above confluence with La Ueea 

Drain. Length, 5.3 miles: gradient, b.l feet; water surface 3800.71 feet above sea level 

on Dec. 3, 193& when discharge was 3-5 c.f.s.

(278)
The Drains of the Elephant Butte Project New Mexico and Texas - 3 ~ 

Motal Dissolved Solids in Tons per acre foot)

Date

4-15-19

8- 1-19

11- 1-19

11-15-19

12- 3-19

12-15-19

1- 1-20

2- 1-20

3-31-20

4-27-20

6-3 -20

7-29-20

1-16-23

9- 5-23

10- 1-23

5- 7-21

6- 9-21

7- 6-21

8- 9-21

9- 9-21

10- 8-21

1-14-22

1-14-22

4-11-22

4-11-22

7- 5-22

10-20-22 

1-16-23

7- i)-23

10-10-23

4-15-19

ll- 1-19

11-15-19

12- 3-19

12-15-19

1- 1-20

2- 1-20

3-31-20

5-15-20

6- 5-20

S- 3-20

8-18-20

2- 1-21

3- 1-21

4- 4-21

5- 7-21

6- 9-21

7- 6-21

Dlsch. 

c.f.a.

8.5

10.0

9.2

9.9

8.5

10.8

11.0

9.0

18.4

18.0

28.0

25.8

10.2

18.1

15-7

U5 4!e

7.0 10.5 16.0

12.0

13. s

13.8

28.0

28.0

37.5

"5.5 

39.9

84.2

76.5

3.2

9.1

8.5

5-3

6.8

5-8

6.2

6.9

9.5

9.6

9.6

9.5

6>

7.0

7-5

9-5

11.5

8.6

T.D.S.

I.ft

1.86

1.91

1.41

1.72

1.69

1.93

1.69

1.63

1.72

1.66

1.78

i: 36

1.36

4.43

4.14

3-32

3.24

2.07

2.53

2.32

1.82

1.63

1.82

1.63

1.69 

1.58 1.50

1.36

3-30

2.31

2.20

2.08

2.09

1.96

1.68

2.29

2.18

2.12

2.49

2.41

2.00

2.07

1.17

1.06

 95

2.04

Date

1-18-24

4- 7-24

7- 8-24

10-20-24

12-20-24

1-26-25

4- 4-25

7- 6-25

i_ 7-26

4- 3-26

7-14-26

10- 2-26

1- 7-27

4- 7-27

7- 9-27

1-19-24

4- 5-24

4-17-24

7- 9-24

10- 7-24

12-31-24

1-27-25

4- 7-25

7- 8-25

10 -1-25

l- 8-26

4- 3-26 

7-14-26

10- 7-26

1- 7-27

S- 9-21

9- 9-21

10- 8-21

4-11-22

7- 5-22

10-20-22

lllD-23

4-17-23

7- 6-23

1-18-24

7- 8-24

10-20-24

12-13-24 1-22-25

4- 7-25

7- «-25

10- 1-25 1- 8-26

Diech.

C.f.B.

3.1*9 4.76

21.3

14.5

6.8

1*.7

8.5

26.2

4.9

4.0

18.3

14. S U- 7

6.5

18.0

56.17

66.11 65.15 90.9

83.8

65-5

52.1

83-5

106.1

78-5

54.6

65.9 

104.2

70.1

58.6

9.1*

8.6

6.8

9.0

10.8

S.5

5-3

9.4

7.6

3.16

6.6

8.0

4.5 3.0

7.3

8.2

7.9

5-3

T.D.S.

1.50

1.50

1.09

1.36

1.22

1.36

1.22

1.22

1.22

1.36

1.50

1.50

1.09

1.36

1.36

1.09

1.36

1.22

1.09

1.09

1.09

1.09

.95

1.09

1.09

1.09

1.22 

1.22

1.36

.82

1.33

1.03

2.18

2.28

2.58

2.70

2.58

2.45

2.72

2.58

2.04

2.58

2.45

2.^1

2.45

2.31

2.58

Date

11- 2-27

1- 6-28

3- 1-28

4-13-28

6- 8-28

7- 9-28

10- 2-2S

1- 4-29

4- 2-29

4-29-30

10- 6-30

1-26-31

4-13-31

7-13-31

10- 5-31

4-25-27

s- 8-27

11- 4-27

1- 7-2S

4-17-28

7-18-2S

10- 3-28

l- 4-29

4- 2-29

4-28-30

6-10-30

1-28-31 

4- 6-31

6-24-31

10- 5-31

4- 3-26

7-14-26

10-11-26

1- 7-27

4-2>27

8- 8-27

ll- 5-27

1- 7-28

4-17-28

7- 9-28

10- 3-28

1- 4-29

4- 2-29

4-28-30

4- 6-31

7- 7-31

10-15-31

1-30-32

Dlsch. 

o.f.e.

10.3

4.0

6.1

11.0

17.8

18.4

50.2

5.1*

9.1

9-8

14.3

2.2

8.1

15.4

14.7

92.9

89-9

7L3

53-1

80.7

100.5

89.5

47.1

65-9

87. 2

75.3

50.8 

84.1

101.8

72.2

5-9

9.9

6.0

4.2

5.1

4.7

6.0

3.1*

6.0

6.5

5-4

2.0

3.0

4.0

2.0

3-0

2.0

1.0

T.D.S.

1.22

1.36

.95

1.09

1.25

1.09

1.36

1.36

1.09

1.09

1.36

1.22

1.22

 95

1.36

1.09

1.09

1.09

1.36

1.36

.95

1.22

1.09

1.22

1.50

1.36

1.50 

1.36

1.22

1.09

2.31

2.45

2.72

2.31

2.%

2.58

2.%

2.58

2.04

2.45

2.45

2.45

1.77

2.04

2.18

1.22

2.31

2.58

Date

1-30-32

4-11-32

7-14-32

10- 6-32

1-24-33

4-26-34

7-26-34

10-18-34

1-26-35

4-24-35

7-31-35

10-30-35

1-30-36

4-29-36

10-28-36

1-30-32

4-11-32

7-13-32

10- e>-32

1-25-33

4-26-34

7-27-34

10-18-34

1-25-35

4-24-35

7-31-35

10-30-35 

4-29-36

10-28-36

4-11-32

7-1 3- 32

10- 6-32

1-25-3-3

4-26-34

7-27-34

10-18-34

1-25-35

4-24-35

7-31-35

10-30-35

1-30-36

4-29-36

7-29-36

10-28-36

Dlsch. 

e.f.s.

2.0

5.6

17.2

15.6

2.8

12.9

18.9

14.2

3-5

6.1

10.8

5.1

2.24

6.0

6.53

54.2

73-5

90.5

83.2

57-1

129.4

133.1

88.2

63.4

98.0

128.6

92.5 

113.1

97.9

2*

4io

3-0

1.5

7.5

11-7

5-7

3.9

5.2

5.0

2)47

3-5

6.6

4.83

T.D.S.

.22

.09

.22

.22

.22

.22

.22

.22

 50

 50

.50

Of

.36

.22

.36

.95

.22

.22

.36

.36

.36

.36

.22

.22

 95

.22

.22 

.22

.22

2.31

2.31

1-77

2.58

1.63

2.04

2.04

2.31

1-77

2.18

2.18

1.90

1.90

2.04

2.04

17-24-2

29-25-3

6-26-3

(273)
The Drains of the Elephant Butte,Project Hew Mexico and Texas - U -

(Total Dissolved Sollda In tons per acre foot) 

_____________Location and Description____________________

7-26-3 La Mesa Drain (218).

Station S 100' - I 1810' of Nf cor. sec. 7, T.26S., R.3E.; abore confluence with 

Chamberlno Drain. Length, 21.8 miles; gradient. 3.8 feet; water mrfaoe 3801.65 

feet above sea level on Dec. 3, 1936 when discharge was 18.9 c.f.a.

2-27-3 laat Drain (2lS).

Station N 1050' - X 1620' of SI cor. sec. 2. T.27S., H.JE.; above confluence with 

Anthony Drain. Length, 22.9 miles; gradient, 3.8 feet; water surface 3773.8! feet 

above sea level on Dec. 3, 1936 when discharge was 8.7 c.f.a.

11-27-3 Anthony Drain (217).

Station S 50' - 1 9W of HW cor. sec. 11, T.27 S., R.3E.; above confluence with 

East Drain. Length, 7.7 miles: gradient, 3.2 feet; water surface 3773.8! feet 

above sea level on Dec. 3, 1936 when discharge was 3.0 c.f.a.

(27*0
The Dralne of the Slephant Butte Project Hew Mexico and Texas - U - 

(Total Dissolved Solids In tons per acre foot)

Date

U-15-19

11- 1-19

11-15-19

12- 3-19

12-15-19

1- 1-20

2- 1-20

3-31-20

5-11-20

6- 5-20 7-15-20

7-29-20

8-18-20 2- i-a

3- 8-21

5- 7-21 5-27-a

6- 9-a

7- 6-21

10-23-18

U-15-19

8- 1-19 

11- 1-19

11-15-19

12- 3-19

12-15-19

1- 1-20 

2- 7-20

3-31-20

5-15-20

6- 5-20

7-29-20

8-18-20

2- i-a

> s-a

u- u-a

5- 7-a 6- 9-a

6-20-18

U-15-19

8- 1-19

11- 1-19 

11-15-19

12- 3-19

12-15-19

1- 1-20

2- 1-20 3-31-20

5-15-20

6- 5-20

7-15-20

7-29-20

8-18-20

2- 1-21

2- 8-21

U- U-21

5- 7-21

6- 9-a

Dlseh.

C.f.B.

13.*

12.7

13.«

8.0

9.7

9.8

11.2

13.0

22.0

22.U

26.5

28.0

28.0

20.7

25- 1*

25.0

29.0

31.0

32.0

11.3

9.6

9.U 

8.6

7.8

8.7

7.9

9.9 

8.8

I'.S

16.5

12.6

11.2

15.U

lU.U

12.8

13.2

13.6

10.0

5.U

U.8

6.3 

3-3

3-5

2.U

2.6

2.1

6.7

1M.6

11.8

10.0

12.5

11.8

5.0

6.8

10.0

1U.S

10.5

T.D.S.

..99

1*33

1.26

1-35

1.12

1.28

1.11

i.a

1.10 1.51

1.26

 87

1.01

1.09

1.77

1.06

1.17

6.1*6

6.25

7-11 

6.7U

6.U2

6.68

6.U8

6.26 

6.02

7.1*0

5.93

6.68

3.1*8

6.93

5.33

5.36

5.16

6.39

6.69

7-23

3.06

3.U1

3-22 

3-03

3-17

2.98

3-a

3.2U

2.UO

1.99

2.16

2.39

2.1*6

2.73

2.31*

2.28

2.0U

2.31

2.0U

Date

8- 9-a

9- 9-21 10- s-a

l-lU-22

1-1U-22

U-ll-22

U-ll-22

7- 5-22

10-20-22

1-16-23

7- 5-23

10-10-23

1-12-2U

U-15-2U

7- 8-2U

9-25-2U

10- 7-2U 1-27-25

U- 7-25

7- 6-21

8- 9-21

9- 9-21 

10- s-a

l-lU-22

7- 5-22

7- 5-22

10-20-22 

1-16-23

U- 5-23

7- 5-23

10-10-23

1-19-2U

U-17-2U

7-22-2U

10- 7-2U

12-13-2U

1-27-25

U-27-25

7- 6-21

8- ?ra 9- g-a

10- 8-21 

1- U-22

l-lU-22

7- 5-22

7- 5-22

10-20-22

1-16-23

U-17-23

7-15-23

10-10-23

1-19-2U

U- 2-2U

7- 9-2U

10- 7-2U

12-13-2U

1-27-25

U- 7-25

Disch.

C.f.B.

32.0

3U.O

30.0

33.0

33-0

39-5

H2.U

25.7

29.6

isiiu

27.22 32.3 30.3 30.5

18.9 32.7

1U.6

17.0

18.0 

11.0

5-0

13.0

13.0

13.6 

7-5

37^1

lU.9

1U.52

2U.8

25.8

27.6

15.6

13-3

30.3

10.5

10.0

ll.U

8.0 

10.0

8.0

16.2

16.2

ll.U

5-5

12.1

13.0

8.7

2.9«

8.21

10.5

r- 7

>*.5

9.6

T.D.S.

1.31

1.09

l.lU

1.09

.90

.86

1.09

1.12

1.06

.95

 27

.82

.82

.Ul

1.09

.27

1.36

1.09

.82

5.85

6.20 5.52

6.0U

2.23 6.31

6. 7U

6: 955 U.62

1*.35

5.03

6.12

6.12

1.63

1.77

2.72

5-30

2.72

2.U8

2.U8

2.10

2.72 

U.Uo

5.63

2.19 2.31 2.31

2.37

2.58

2.U5

2.58

2.58

1.90 1.50 2.31 1.36 2.72

2.18

Date

7- 8-25

10- 7-25

1- 8-26

7-1U-26

10-11-26

1- 7-27

U-25-27

8- 6-27

8-30-27 11- 2-27

11- U-27

1- 7-28

U-17-2S

7-18-28

10- 3-28

1- 4-29

U- 2-29

U-28-30

10- 6-30

7- 8-25 1- 8-26

U- 3-26 

7-1U-26

10-11-26

1-17-27

U-25-27

8- 8-27 

11- U-27

1- 7-28

U-17-2S

7-18-28

10- 3-28

1- l*-29

U- 2-29

U-28-30

10- 6-30

1-26-31

U- 6-31

7- 8-25

10- 1-25

1- 9-26

U- 3-26 

7-1U-26

10-11-26

1- 7-27

U-25-27

8- 8-27

11- 5-27

1- 7-28

U-17-2S

7-18-28

10- 3-28

1- U-29

U- 2-29

U-28-30

10- 6-30

1-26-31

U- 6-31

Disch. 

c.f.s.

37-1

28.5

25.2 HO.O

30.3

19.3

29.5

35-5

18.3

2U.U

2U.1

15.9

31.0

5M

32.5

25-7

Uo.9

35-2

3U.7

35.0

13.7

23.2 

39.0

19-9

13-9

24.2

25.1 

17.0

13.0

17.5

30.0

32.0

13.0

22.0

2U.O

26.6

8.U

21.0

11.3 7- 7

U.o 12'!

M

2.8

7.8

7' 5

U.O

3-3

7.6

7-1

5*ij

I'.l

8.U

7.U

U.U

7-3

T.D.S.

 95

1.09

 95

1.36

1.36

1.09

 95

1.22

1.36

.68

.82

1.09

 95

1.09

1.22

1.09

1.09

.82

 95

2.58

5.57

2.0U 

3-9U

5.98

5.85

2.18

3.9U 

2.31

5-71

1.22

1.77

2.1*5

5-71

1.90

1.90

2.U5

5-03

2.99

2.18

2.0U

2.U5

s!l8

2.72

2.18

2.U5

2.0U

2.72

3.13

Z. 31

2.0U

2.99 2.72

2.U5 1.90 2.58

2.72

Date

1-26-31

U- 6-31

6-2U-31

10- 5-31

1-30-32

U-ll-32

7-13-32

10- 6-32

1-25-33

U-26-3U

7-27- 3U

10-18-3U

1-25-35

U-2U-35

7-31-35

1-30-36

U-29- 36

6-25-31

10- 6-31

1-30-32 

U- 8-32

7-13-32

10- 6-32

1-25-33

U-27-31*

7-27-31*

10-18-3U

1-25-35

U-2U-35

7-31-35

10-30-35

1-30-36

u- 29-36

10-28-36

6-25-31 10- 6-31

1- 3-32

U- 8-32 

7-13-32

10- 6-32

1-25-33

U- 27-3U

7-27- 3U

10-18-3U

1-25-35

U-2U-35

7-31-35

10-30-35

1-30-36

U-29-36

7-29-36

10-28-36

DlBch. 

e.f.e.

21 .U

U2.7

56.7

38.0

17.8

U5.2

62.5

U3.8

a. 6

57.U

55.2

29.U

lU.l

29.3

U3.2

18.8

Uo.6

32.U

2U.S

12.7 

is. 3

31.5

27 .U

11.3

Uo!o

16.5

9.9

20.0

20.2

11.7

9.76

20.0

13.0

9.1

8.0

2.9

7-0 

10.1*

8.5

2.9

9^7

3.3

l.U

U.6

6.3

3-8

1.9

?'. 6

M3

T.D. S.

1.22

 95

1.22

1.09

1.22

1.09

1.09

.82

1.22

 95

1.09

1.09

1.22

-.95

1.09

1.22

 95

2.99

U.62

U.90 

2.18

2.72

2.72

U.76

1%U.22

5-03

3.5s*

2.72

U.76

1.22

2.31

5.17

2.0U

2.18

2.U5

2.58 

1.90

2.31

2.0H

1.50

2.0U

2.31

2.0U

1.90

1.90

2.18

2.31

2.72

2. 58

2.31,

7-26-3

2-27-3

11-27-3

(275)
The Drains of the Ilephant Butte Frojeot Haw Mexico and Texas - 5 -

(Total Dissolved Solids in tons per acre foot) 

Iniel Ho.___________________Location and Description____________________________

26-28-3 fienexas Drain (220).

Station S 950' - ' 800' of HW cor. BBC. 26, T.28S., E.JB.; above confluence with Wast 

Drain. Length, 20.2 miles; gradient, 2.3 feet; water surface 3738.1*3 feet above sea 

larel on Dec. 3, 1936 whan discharge was 15.2 c.f.s.

26-28-3 West Drain (221).

Station S iWw 1 - I 50' of NY cor. tea. 26, T.28S.. R.JE.; above confluence with 

Hanexas Drain. Length, 39 miles; gradient, 3.8 fset; watar surface 3738.56 faat 

above sea level on Dec. 3, 1936 when digaharga was 3^.9 c.f.s.

5-29-1* Montoya Drain (Includes now of Hemeias and Wast Drains) (222;.

Station H 1110' - I 300' of SW cor. sac. 5, T.Z9S., R.Ul. Length, 67.6 milas: 

gradient, 3-'t feet; watar surface 3728.69 feet above tea level on Dec. 3, 1936 

when discharge was 58.8 c.f.s. (On March 12, 1929 Hemeias and West Drains were 

out into Montoya Drain by siphon under river).

(276)
The Drains of the Ilephant Butte Project Hew Mexico aad Texas - 5 - 

(Total Dleaolved Solids In tons per acre foot)

Date

6-28-18

10-23-18

11- 1-19

11-15-19

12- 3-19

12-15-19

1- 6-20

1-20-20

2- 2-20

3- 1-20

4- 5-20

5-17-20

5-17-20

5-31-20

6-14-20

7-29-20

12-30-20

4- 4-21

5- 7-21

6- 9-21

6-30-18

9-23-18

8- 1-19

ll- 1-19 11-15-19

12- 3-19

12-15-19

1- 2-20

2- 2-20

3- 1-20

4- 5-20

5-18-20

5-31-20

6-14-20

7-29-20

12- 2-20

4- 4-a

4-27-21

5- 7-21

11- 1-19

11-15-19

12- 3-19

12-15-19

1- 6-20

2- 2-20

3- 1-20

4- 5-20 

5-11-20

5-17-20

5-31-20

7-29-20

12-23-20

4- 4-21

5- 7-21

6- 9-21

7- 6-21

8- 9-21

Disch.

C.f.I.

11.9

14.0

9.9

10.6

a. 2

9.1

20.2

24.5

24.0

25-0

26.0

Sfi.O

26.6

26.8

28.4

34.2

33.8

33.*

13.5

13-5

6.6

7-7

5-9

22.0

28.5

30.5

29.0

35.*

34.0

35.0

19.2

34.0

28.2

37.2

1.3

1.5

1.6

1.8

1.5

1.9

2.4

3.4

3.4

3.4

1.3

2.4

2.6

1.6

2.5

2.5

3.4

T.D.S.

4.01

3-05

3.18

2.84

2.92

2.94

2.74

2.99

3.11

3.07

3.07

2.97

3.03

3.01

3-17

3.28

2.87

3.02

3.02

2.42

.22

.42

.39

.73

.23

.35

.30

.10

.26

.25

.22

 05

.66

 7"

.40

.82

.50

.50

.36

*.57

4. 56

*-57

*.77

4.82

4.87

4.83

5-17 

5.26

5-15

4.93

4.96

4.15

4.36

6.51

U.54

.5-31

4.36

Date

7- 6-21

8- 9-S1

9- 9-21

10- 8-21

1-14-22

1-14-22

7- 5-22

10-20-22

10-20-22

1-16-23

1-16-23

4-17-23

4-17-23

7- 5-23

10-10-23

3-28-24

10- 7-24

7- 9-24

10- 7-24

12-13-24

5-14-21

6- 9-21

7- 6-a

8- 9-21

9- 9-21

10- 8-21

1-14-22

1-16-23

4-17-23

7- 5-23

10-10-23

1-12-24

3- 8-24

7- 9-24

10- 7-24

12-13-24

1-28-25

4- 7-25

7- 8-25

9- 9-21

10- 8-21

1-14-22

1-14-22

7- 5-22

10-20-22

1-16-23

4-17-23 

7- 5-23

1-21-24

3-28-24

7- 9-24

10- 7-24

12-13-24

1-28-25

4- 7-25

7-28-25

10- 1-25

Disch. 

o.f.a.

37.0

33.0

_ -

- -

- -

_ -

- -

- -

20.4

20.4

32.9

32.9

30.0

27.5

24.44

26.7

31.8

26.7

22.9

37.9

19.9

22.4

19.6

17-7

18.8

33.6

3**.!

27.8

12.18

24.15 35.9

30.8

18.8

18.4

48.2

71.0

1.5

1-5

3.0

3.0

6.5

10.7 

9-9

8.77

10.72

11.7

7.2

9.6

7.8

16.1

ll.l

9-3

T.D.S.

.96

.99

 79

 07

.83

 50

.21

 34

.96

.63

 23

.99

 45

.58

.86

.40

 72

.86

 72

.99

.30

.69

.80

 55

.50

 52

.99

.63

.22

.45

 50

 77

.36

.36

.09

.09

.90

 95

1.50

5-23

4.16

4.30

4.76

6.4o

5.06

5.68

6.4o 

6.67

6.81

5-58

6.13

5-85

5-72

5.85

6.81

5-72

6.81

Date

1-28-25

4- 7-25

7- 8-25

10- 1-25

1- 8-26

4- 3-26

7-14-26

10- 7-26

1- 7-27

4-25-27

8- 6-27

ll- 5-27

1- 7-28

4-17-28

7-18-28

8- 3-28

1- 4-29

4- 1-29

2-28-30

10- 6-30

10- 4-25

4- 3-26

7-16-26

10-11-26

1- 7-27

4-23-27

8- 6-27

ll- 4-27

1- 7-28

4-17-28

7-18»28

10- 3-28

1- 4-29

2-12-29

4- 1-29

4-28-30

10- 6-30

1-26-31

4- 6-31

1- 8-26

4- 3-26

7-16-26

10-11-26

1- 7-27

4-25-27

8-30-27

ll- 5-27 

4- 6-28

7-18-28

10- 3-28

1- 4-29

2- 5-29

4- 2-29

4-28-30

10- 6-30

1-26-31

4- 6-31

Disch. 

e.f.t.

18.7

36.7

31-9

30.5

17.2

26.6

29.2

28.2

22.6

30. a

3*. 5

27.3

18.4 36.1

36.2

35-1

32.0

26.2

16.8

27. a

24. 8

50.9

3*.3

28.5

57.6

61.0

38.2

24.4

46.2

55-3

58.5

23.8 25.2 51.7

49.0

48.8

21.0

44.8

7.0

11.8

11.2

8.3

7-3

11.9 13.0

9.4 

12.5

14.2

12.5

7.6

9.7

97-3

96.5

83.2

42.2

95-6

T.D.S.

2.72

2.72

2.86

2.72

2.86

2.86

2.86

2.72

2.58

2.45

2.18

2.04

2.45

2.72

2.72

2.45

2.58

2.58

 31

 31

.22

.90

.18

.36

.50

.36

.22

.63 n.36

.82

.36

 77

.36

.50

.36

 77

 77

.50

5.85

6.5*

6.67

6.4o

6.26

6.26

5-31

5-72 

5-17

5.58

3-95

5-72

4.90

2.31

2.31

2.18

2.72

2.18

Date

1-26-31

4- 6-31

6-25-31

10- 6-31

1-30-32

7-13-32

10- 6-32

1-25-33

4-26-34

7-27-34

10-18-34

1-25-35

4-24-35

7-31-35

10-30-35

1-30-36

4-29-36

10-28-36

6-25-31

10- 6-31

1-30-32

4- 8-32

7-13-32

10- 6-32

1-25-33

4-26-34

7-27-34

10-18-34

1-25-35

4-24-35

7-31-35

10-30-35

1-30-36

4-29-36

10-28-36

6-25-31

10- 6-31

1- 3-32

4- 8-32

7-13-32

10- 6-32

1-25-33

4-26-34 

7-27-3*

10-18-34

1-25-35

4-24-35

7-31-35

10-30-35

1-30-36

4-29-36

7-29-36

10-28-36

Disch.

C.f.I.

13.5

22.9

26.8

20.2

12.2

20.4

33-3

16.7

30.4

32.0

14.2

9-7

13-7

21.2

12.4

9-1

20.6

18.6

70.0 45.4

20.5

56.5

70.5

52.3

66.5

70.0

57-0

37.9

§

.7

.0

.8

28.6

61.0

*5-5

108.8

76.4

62.1

89.6

106.5

100.6

*5.9

123.8 

125.6

68.4

51.0

78.8

97.7

65.3

44.5

93-9

108.4

75-2

T.D.S.

2.45

1.36

2.72

2.31

2.86

2.58

2.45

2.58

2.45

2.72

2.31

2.45

2.99

2.45

2.31

2.45

2.58

2.18

.95 .50

.90

.22

.22

 77 n.36 .36 .50

.81

.36

.36

.63

.771

1.50

1.63

6.26

2.18

2 45

1.63

1.90

2.45

2.18

2.04

1.90

2.31

2.18

2.04

2.31

2.31

4.04

2.18

2.04

Index Ho.

26-28-3

26-28-3

5-29-*

(277)
The Drains of the Elephant suite Project Hew Hezleo and Texas - 6 -

(Total Dissolved Solids In ton* per acre foot) 

Indez Ho.________________Location and Description__________________________________

SL PASO VALLZT, TEXAS, ( above Fallens, Texas).

12-32-6 Flaya Drain (232).

Station S 1750' - I 1UOO> of HW cor. eec. 12. T.32S., R.Qt.i above Junction with Franklin 

Drain. Length, 23.6 Biles; gradient, 3.1 feet; water surface 3651.4 feet above sea level 

on Dec.9, 1936 when discharge was 20.1 c.f.e.

33-32-7 Franklin Drain (includes flow of Flaya Drain) (233).

Station N 1200* - V 700' of SI cor. eec. 33, T.32S., B.TS.i above junction with Middle 

Drain. Length, 36*3 miles; gradient, 3-1* feet; water mrfaoe 3628.7 feet above eea 

level on Dec. 9, 1936 when discharge wae 25.U c.f.e.

30-33-8 Middle Drain (Includes flow of Flaya and Franklin Drains) (231*).

Station S 200" - I 1350" of HW cor. eec. 30, T.33S., B.SZ.; above confluence with Hiver 

Drain. Length, 55-3 nllesi gradient, 3-1* feet; water surface 3611.08 feet above eea 

level on Dec. 9. 1936 when discharge wae 37*9 c.f.e.

(278)
The Drains of the Elephant Butte Project Hew Mexico and *exaa - 6 - 

(Total Dissolved Solide in tons per acre foot)

Date

3-24-22

3-24-22

3-24-22

3-24-22

11-18-22

11-18-22

1-20-23

6-15-23

10-15-23

S- 5-24

4- 4-24

7- 9-24

9-26-24

8- 1-19

11- 1-19 11-15-19

IS- 3-19

1S-15-19

1- 6-20

1-19-20

2- 2-20

4- 6-20

5-11-20

5-17-20

6- 1-20

6-18-20

7-13-20

7-28-20

12-24-20

1-20-21 3-E5-a

4- 8-21

5-27-21

8- 1-19

11- 1-19

11-15-19

12- 3-19

12-15-19

1- 6-20

1-19-20

2- 3-20

4- 6-20

5-11-20

5-18-20

6- 1-20

6-18-20

7-13-20

7-28-20

12-24-20

3-S5-21

4-27-21

5-27-21

6-24-21

Disch. 

e.f.B.

16.0

16.0

16.0

16.0

12.40

15.12

15-7,

10.86

11.5

14.8

13.61

13.0

9.2

9.0

8.5

9.5

9.5

9.0

8.0

10.8

11.8

11.0

10.9

10.4

9.6

11.2

11.5

11.0 13.0 15.9 15.7

29.9

20.8

17.2

22.0

18.0

17.8

17-5

21.8

19.5

25.4

28.5

29.0

38.0

28.5

33.0

24.4

26.9

31.8

21.0

35.0

32.0

T.D.S.

4.27 4.30

4.11

3.97

3.13

3.06

3.4s

2.86

2.99

2.86

2.18

3.27

2.86

5.80 5.47

5.28

5-13

5.5$

5.06

5.16

6.47

5.28 5.35

5.06

5.00

4.66

4.82

1.50

3.20 3.51

2.58 3.62

6.50

2.84

5.42

5.58

5.54

5-58

5-75

5.75

6.54

4.06

5-35

4.52

4.45

5.02

3-75

3-74

4.24

4.13

4.00

3.62

4.24

Date

12-26-24

1-19-25

4- 1-25

9-24-25

1- 4-26

5-20-26

7- S-26

10-28-26

3- 8-27

6-18-27

8-24-27

11-16-27

1-19-28

6-24-21

7-25-21

8-26-21

9-30-21

12- 2-21

7-26-22

7-26-22

10-18-22

1-20-23

2-10-23

3-23-23

6- 6-23

10-15-23

lO-l5-?3

2- 5-24

3-28-24

7- 9-24

7- 9-24

9-27-24

12-27-24

7-23-21

8-28-21

9-3o-a

IS- 2-21

3-17-22

5-19-22

3-24-22

7-28-22

7-28-22

9-23-22

9-23-22

11-16-22

1-20-23

3-23-23

6- 1-23

6- 6-23

10-15-23

1-31-24

3-28-24

7-22-24

9-27-24

Disch.

C.f.B.

11.6

11.3

14.2

13-9

11.0

13-5^

11.06

16.37

23.08

24.88

37.77

26.18

28.19

13.8

13.8

16.5

18.8

20.0

22.9

22.9

20.2

19.75

21.35

18.12 23.09 23.50 23.50

13. 4o 19.74

24.3

24.3

25.78

17.6

30.4

27.4

28.0

24.5

- -

- -

- -

- -

- -

- -

- -

- -

25.63

32.21

- -

47.35 3>M3

22.87 31.67

39.4

40.21

T.D.S.

2.18

2.861

2.72

3-27

2.99 3.13

2.99

2.58

2.18

2.58

2.18

2.86

2.58

3.45

5.28

3-95

4.87

5.06

4.27

4.22

3-59

5.14

4.08

3.81 5.17

4.08

4.62

3-13

2.99

4.35

3.81

4.35

3.26

4.81

4.00

4.22

5.47

4.87

4.68

5.20

5.46

5.06

5.44

5.54

4.16

5.22

4.21 4.49

4.89

4.76

4.22

3.81

^ 35

6.25

Date

3-29-28

7-12-28

10-11-28

1-15-29

5-12-30

11- 3-30

1-31-31

5- 6-31 7-29-31

1-29-32

5-10-32

8- 1-32

10-27-32

1- 9-25

4- 1-25

7- 3-25

9-25-25

1-14-26

7- S-26

10-28-26

5- 8-27

6-18-27

8-24-27

11-16-27

1-19-28

3-29-28

7-1S-2S

10-11-28

1-15-29

4-26-30

5-12-30

11- 3-30

1-31-31

13-27-24

4- 1-25

7- 3-25

9-25-25

1-14-26

5-21-26

7- 2-26

3- 8-27

6-18-27

8-23-27

10-16-27

1-19-28

3-29-28

6- 1-28

7-11-28

10-11-28

1-18-29

4-26-30

9- 5-30

11- 5-30

1-31-31

Elsoh.

C.f.B.

30.43

31.36

27.65

26.63

31.99

28.0

27.7

30.6

39.4

30.1

32.5

43.3

16.6

a. 3

23.1

25.4

20.2

20.16

29.41

32.10

37-04 47.74

34.00

3M7

36.44

43.92

43-35

33-51

56.37

49.52

47.4

41.6

27.2

36.1

50.6

50.8

27.74

45.86

48.24

45.07

58.30

68.78

37-00

39.00

50.16

66.14

72.52

59-51

43.18

73.9

83-1

56.4

27.7

T.D.S.

2.58

2.72

2.31

2.45

2.18

2.72

2.45

2.04

1.90

1.90

4.76

1.77

1.90

3.26

3.67

4.4g

4.35

3-70

4.22

3-53

3.54

2.99

3.26

2.86

2.99

3.40

2.99

2.72

2.86

2.72

2.86

2.86

3.67

4.35

4.89

4.62

4.49

5-71

4-35

3.81

3.26

4.08

6.39

3.67

3.81

3.48

3-94

3.81

3.4o

3.26

2.88

3.26

2.45

Date

1- 4-33

4-30-34

7-25-34

10-24-J4

1-28-35

4-13-35

7-29-35

10-30-35

1-29-36

4-30-36

7-29-36

10-28-36

5- 6-31

7-29-31

1-30-32

5-10-32

8- 1-32

10-27-32

1- 4-33

4-30-34

7-25-34

10-24-34

1-28-35

4-12-35

7-29-35

10-30-35

1-29-36

4-30-36

7-29-36

10-28-36

5- 6-31

7-29-31

1- 3-32

1-30-32

5-10-32

8- 1-32

10-27-32

1- 6-33

4-30-34

7-25-34

10-24-34

1-28-35

4-12-35

7-29-35

10-30-35

1-29-36

4-30-36

7-29-36

10-28-36

Disch. 

c.f.a.

27.0

38.1

46.8

32.9

28.0

33-9

37.9

24.7

24.0

29.0

25.9

21.5

42.1*

50.1

37.8

51.7

62.0

50.8

38.7

60.5

64.3

42.5

34.3

39.7

51.8

33.5

27.5

39.0

39.0

26.5

64.5

75.1

45.8

43.1

75.2

93.4

61.6

48.4

79.8

97.0

69.5

47.4

48.9

71.7

48.4

36.2

49.1

59.8

40.9

T.D.S.

1.90

2.04

1.90

2.04

1.90

2.18

2.31

2.31

2.18

2.45

3-27

2.31

2.58

2.86

2.13

2.72

2.45

2.58

2.45

2.45

2.72

2.72

2.31

2.58

2.58

3.13

2.72

2.99 3.27

2.99

3.26

3.40

3.40

2.72

5-71

2.72

2.86

2.72 2.58

2.99

3.26

2.86

2.86

3-13

2.13

3.26

3.13

3.67

3-54

Index Ho

12-32-6

33-32-7

30-33-8
The Drains of the Elephant Batte Project Hew llezloo and Texas - 7 -

(Total Dissolved Solids In tons per acre foot) 

Index Ho._________________Location and Description_____________________________

30-33-8 River Drain (235).

Station S 2500' - B 200' of HIT cor. see. 30, T.33S., R.8E.j above confluence with Middle 

Drain. Length, 2J.lt niles: gradient, 2.7 feeti water surface 3&09.8 fest above sea 

level on Dee. 9, 1936 when discharge was 13.U e.f.s.

Quadrilla Drain (236).

Station H 200' - B 800' of SW cor. see. 32, T.33S., E.gB.; abovs outlet 

Length, 8.6 niles; water surface 3606.U feet above sea level on Dee. 8, 

discharge was 6.7 e.f.s.

32-33-8 ftoadrilla Drain (236).

et to river. 

1936 when

U-3U-8 Mesa Drain (237).

Station S.700' - B 1000' of HI cor. see. U, T.3US., R.SE.; at Inlet to llesa Drain 

poop. Length, 29.1 miles; gradient, 3.5 feet; water surface 3602.26 feet above set 

level on Dee. 8, 1936 when discharge was 8.9 o.f.s.

l|-31t-S Fabens Intercepting Drain (238).

Station S 700' - B 600< of HI cor. see. 4, T.3>«S., H.SK. at Inlet to Uesa Pump. 

Length, 1.9 niles; gradient, 3-7 feet! water surface 3599-57 feet above sea level 

on Dec. 8, 1936 when discharge was 0.91* o.f.s.

EL PASO VALLET, TEXAS (island District)

27-3ll-8 Fabens Drain (239).

Station S 1600' - » 2300" of SI cor. see. 27, TO^S., R.gB.; Length, 10.7 miles; 

gradient, 2.2 feet; watsr surface 3582*66 fset above sea level on Dee. 8, 1936 

when discharge was 9.1 a.I.e.

(280)
The Drains of the Ilephant Butte Project Hew llexioo and Texas - 7 - 

(Total Dissolved Solids in tons psr acre foot)

Date

1-31-2U

3-28-21*

7- 9-2** 

9-26-21*

12-27-21*

1-19-25

U- 1-25

7- 3-25

9-25-25

1-1M-26

5-21-26

7- 2-26

5- 6-31

7-29-31 

1- 2-32

1-30-32

5-10-32

6-21-18

g- 1-19

11- 1-19 11-15-19

12- 3-19

12-15-19

1- 6-20

1-19-20

2- 2-20

3- U-20

U- 6-20

5-11-20

5-18-20

6- 1-20

7-13-20

7-28-20

10-2U-20

1-20-21

3-25-a

1|- U-21

1-31-31

5- 6-31

5-10-32

8- 1-32

10-27-32

9-30-21

2- 2-21

9- 1-22

9- 1-22

2-10-23

6- 8-23

9- 7-23

2- U-2U

K- 1|-2U

7-22-2U

9-26- 2U

12-27- 2U

1-19-25

U- 1-25

Disoh. 

c.f...

15-9U

13.91

22. 5^ 

17.26

1U.6

12.1

lU.U

2U.2

19.3

lU.OS

33.20 27.79

9.5

5-9

4.S

U.03

7. 11*

12.1

29.9

9.8

8.1*

8.1*

8.8

8.2

6.U

5.8

13.6

16.5

16.8

17.0

16.5

1U.1

1U.5

23.5

U.5 

10.0

20.8

2.8

U.O

U.22

2.0

2.0

. .

- -

- -

- -

12.5

3S.U

15.5

8.96

18.U2

- -

- -

12.0

7.8

17.8

T.D.S.

3.UO

3.Uo

3.67 

U.22

3.5U

3.60

3.67

6.57

U.63

3.81

U.Ug

U.35

2.58

1.63 

1.50

1.50

1.77

3.97

2.64

3.U9

3.03

2.96

2.92

3.06

3.06

3.09

2.22

2.UU

2.60

2.97

3.02

2.73

2.38

2.8>*

2.53

2.58

.95

2.0U

1.36

2. Us

2.72,

1.09

1.09

2.53

2.31

1.22

2.18

2.86

2.72

1.50

1.77

1.22

1.36

1.90

2.72

Date

10-28-26

3- »-27

6-18-27 

S-2U-27

11-16-27

1-19-28

3-29-28

7-11-28

10-11-28

1-15-29

11-26-30

5-12-30

8- 1-32

10-27-32 

1I-30-3U

7-25- 3U

10-25-31*

U- 8-21

11-27-21

5- 7-21

6-2U-21

7-23-21

8-26-21

9-30-21

12- 2-21

3-2t-22

3-2l*-22

7-28-22

7-28-22

10-10-22

10-10-22

11-16-22

1-20-23

3-23-23

6- 1-23 

1-31-2"*

7- 9-2**

1- 6-33

U-23-3U

7-2V3U

10-24-3U

1-28-35

7- 3-25

9-E5-25

l-Hl-26

5-20-26

7- 2-26

10-29-26

3- 1-27

5-27-27

S-2U-27

11-16-27

1-19-28

3-29-28

7-12-28

10-11-28

Diech. 

c.f.s.

12.97

17-27

20.12 

20.68

10.89

15.66

IB. 58

21.35

17.53

10.72

28.06

28.51

5.15

U.84 

5.1

8.2

3-0

15.5

19.8

U3.5

a 

.5

.5

,5

22.5

1*.2

33.0

33.0

28.0

28.0

10.5

10.5

9.8

5.51

13.ll*

18.25

3.0 23.67

2.16

2.1*

2.25

l.UU

1.5

9.6

10.5

8.36

12.21*

25.17

8.53

7-1*9

8.0

21.85

8.56

6.69

ll.ll

12.36

16.88

T.D.S.

U.35

1*.22

2.1*5 

5.UU

U.62

U.35

U.35

5.98

5.1*9

3.95 i*.l*9

U.62

1.22

1.36 

1.50

1.63

2.0U

1.U7

1.55

1.36

2.15

3-32

1.52

1.96

2.77

1.33

l.TO

2.U2

2.U2

2.0U

1.96

2.12

1.90

1-77

2.99 

U.90

2.18

2.58

2.58

2.86

2.U5

2.0U

1.90

2.18

2.99

3.UO

2.0U

2.58

2.72

2.86

3.27

2.U5 2.31 2.72

2.86

2.0U

Date

11- 3-30

1-31-31

5- 6-31 

7-29-31

1- 2-32

1-29-32

5-10-32

8- 1-32

10-27-32

1- 6-33

U-30-3U

7-25-3U

1-28-35

U-12-35 

7-29-35

10-30-35

1-29-36

9-27-2U

12-27- 2U

1-19-25

U- 1-25

7- 3-25

9-25-25

l-lU-26

5-21-26

10-28-26

3- 8-27

6-18-27

8-2U-27

11-16-27

1-19-28

3-29-28

7-11-28

10-11-28

1-15-29 

U-26-30

ll- 3-30

U-12-35

7-29-35

10-10-35

1-29-36

U-30-36

1-15-29

2-28-29

2-28-29

U-26-30

ll- 3-30 1-30-31

5- 6-31

7-29-31

1- 2-32 1-29-32

5-10-32

8- 5-32

10-27-32

l- 6-33 

lon\

Disch.

C.f.!..

1U.7

lU.l

21.U 

30.1

12.1

11.2

23.9

28.5

20.3

9.8

2U.9

32.6

2.5

U.69 

11.8

6.5

6.09

16.68

10.3

5.5

36.1

29.9

15.6

5.56

13-U3

13.16

7-35

lU.86 16. UE

5.58

5-73

8.86

15.86

9.61

6.1U 

28.U

9.5

1.U8

1.63

1.75

0.97

5.37

6.27

2U.16

2U.16

18.U

8.U

7.8

11.7

12.5

9.0

6.09

16.6

18.3

11.6

U.3

T.D.S.

3-67

2.86

U.U9 

U.35

3.67

3.Uo

U.62

3.9U

3-9U

2.67

U.08

U.62

1.50

1.50 1.63

1.63

1.63

2.31

1.63

2.99

1.36

2.0U

2.99 3.13

2.99

U.08

3.81 3.27

3.21

3-Uo

3.21

3-5U

3.5U

2.86

3.21

2.58

U.08

2.99

U.88

2.72

2.72

1.50

2.31

U.22

U.35

2.72

2.18

1.90

1.36

2.31

2.18

2.18

1.77

2.U5 2.31

2.U5

Date

10-2U-3U

1-28-35

U-12-35 

7-29-35

10-30-35

1- 9-36

U-30-36

7-29-36

10-28-36

U-30-36

7-29-36 

10-28-36

1-31-31

5- 6-31

7-29-31

l- 2-32

1-30-32

5-10-32

8- 1-32

10-27-32

1- 6-33

U-30-3U

7-25-3U

10-2U-3U

1-28-35

U-12-35

7-29-35

Id- 30-35 1- 29-36

U-30-36 

7-29-36

10-28-36

7-29-36

10-28-36

U-23-3U

7-25-3U

10-2U-3U

1-28-35

U-12-35

7-29-35

10-29-35

3-13-36

U-30-36

7-29-36

ll- 3-36

Disoh. 

e.f.s.

18.9

11.0

17.2 

23.1

13-9

11.0

22.5

25.2

16.3

9.75

7.25 

6.56

U.8

1U.9

19-3

60.2 5.59

19.7

20.U

15.6

8.17

13.0

20.7

11.5

6.56

9.79

13.0'

10.2

6.09

16.2 

17-5

12.5

U.05

12.32

1U.5

1U.1

7.07

6.17

12.8

15-1

10. U

8.85

12. U

15.8

8.U5

T.D.S.

U.89

3-13

3-5U 

U.35

3.9U

3-5U

U.89

5-17

5-03

1.77

1.63 

1.50

3.95

2.86

3.67

3-9U

3.81

3.81

3-21

2.86

3.9U

3-21

3-13

3.67

3.21

3.67

3.Uo

3.81

3.UO

3.81

3.9U

3.9U

2.58

2.72

2.31

2.58

2.0U

2.0U

1.90

2.0U

2.58

2.0U

2.31

2.18

2.0U

30-33-S

32-33-8

U-3U-8

U-3U-8

27-3U-8
The Drains of the Elephant Butte Project He* Mexico and Texas - 8 -

(Total Dissolved Solids in tons per acre foot) 

Index No.________________Locution and Description_________________________

27-314-8 Island Drain (gUO).

Station S 2300' - E 1300' of NIT oor. eeo. 27, 1.3^3., E.SE.; above confluence idth 

Fabens and Border Draine. Length, 13.7 miles, gradient, 3-3 feet; water surface 

3581.39 feet above sea level on Dec. 8, 1936 when discharge was lU.7 c.f.s.

27-3U-8 Border Drain (2Ul).

Station H 800' - B ll+OO" of SW cor. sec. 27, I.^S., H.SB.; above confluence -rtth Island 

Drain. Length, 9-3 miles; gradient, 2.8 feet; water surface 3582.^1 feet stove sea lev?1 

on Dec. 8, 1936 when discharge was 7.9 c.f.s.

EL PASO VALLEY, TEXAS (Tomillo District).

10-35-9 Alamo Alto Drain (*2).

Station S 600' - * 1S00 1 of ffl! cor. sec. 10, T.35S., E.9E. Length, 20.6 Biles, gradient, 

M-.O feet; water surface 355S.79 feet above oea level on Dec. 8, 1936 when discharge was 

7.1* c.f.s.

11-35-9 Tornillo Drain (Includes flon of Border, Island, Fabens, and Alano Drains) (2^3).

Station S 1200" - If 2000' of SE cor. eec. 11, T.35S., E.9E.; above outlet to river. 

Length, 75.1 miles; gradient, 2.9 feet; water surface 3555-91 feet above sea level 

on Dec. 8, 1936 when discharge was 59.0 c.f.e. (On November 2, 1928 Border, Island, 

and Fabens drains were cut into Tornillo drain by aiphon under river).
The Drains of the Elephant Sutte Project Hew Usxlcc and Texas - S - 

(Total Dissolved Solids in tons per acre foot)

Date

11- 1-19

11-15-19

12- 3-19

IP-15-19

1- &-20

1-19-20

2- 2-20

3- "+-20 

4- 6-20

5-11-20

5-18-20

6-15-20

6-18-20

7-13-20

12-2>t-20

1-20-21

3-25-21

4- S-21

4-27-21

5-27-21

8-31-22

8-31-22

10- 6-22

10- 6-22

12- 1-22

12- 1-22

6- 8-23

10-15-23

2- It- 2*

4- 4-24

6-21-24

6-21-24

7- 9-24

9-26-24

7- 9-24

9-27-24 1-19-25

4- 1-25

7-10-25

9-28-25 1- 7-26

5-20-26

7- 2-26

10-29-26

3- 2-27

4-17-23

6- 1-23

10-24-23

4- 1-2U

7- Q-24

9-27-24

12-27-24 1-19-25

4- 1-25

7- 3-25

9-28-25

1-14-26

Dlsch.

C * B

9.5

9.8

10.2

11.4

12.0

9.9

9.9

10.9

12.6

1S.O

10.6

10.6

11.4

s.o

7.6

13.S

14.2

14.6

12.4

..

_ -

- -

- -

A _

- -

8.78

4.6

1.84 ^

5-90

5.90

6.00

4.3

4.67

6.0

10.3

12.5

9.5

7.9

14.0

34.88

12.17

11.12

10.94 

13-39

14.S7

23-35

2S.43

22.93

18.1 19.5 25.8

28. 3

17.6 16.44

T.D.S.

6.12

10.23

5.08

503

5.33

4.99

4. 5S

4.03 

4.g4

4.56

*.17

3-93

4.45

*.13

4.09

6.73

*.57

4.4i

4.90

4.60

12.65

12.24

13.57

13.65

11.91

11.94

11.15

11.96

14.56

10. 87

16.60

12.65

11.69

11.43

5.5«

7.48

*.35

5.17

5.17

4.90

4.35

4.62

4.62

4.4g

*.35

1.90 

?.0*

3.9*

3.5*

2. IS

5.44

3.26

3.81

5.17

3.40

4.49

4.22

Date

6-24-21

7-23-21

8-26-21

9-30-21

12- 2-21

3-17-22

3-17-22

3-17-22 

7-21-22

7-21-22

10-10-22

1O-10-22

1-20-23

10-15-23

2-10-24

4- 4-24

7- 9-24

9-26-24

12-27-24

12-27-24

12-27-24

1-19-25

4- 1-25

7- 3-25

9-25-25

1-14-26

5-20-26

8-26-26

10-29-26

3- 1-27 5-27-27

8-24-27

11-16-27

1-19-2S

5-27-27

8-24-J7

11-16-27

1-19-28

3-29-2S

7-12-28

10-11-2S

1-15-29

4-26-30

5-12-30

ll- 3-30

5-20-26 

7- 2-26

11- 5-26

3- 2-27 5-27-27

8-24-27 11-19-27

1-19-28

3-29-28

6- 1-28

7-12-28

10-11-28

Dlech. 

c.f.s.

11.5

22.4

16. S

18.6

19. s

16.7

16.7

16.7 

9.5

9.5

12.5

12.5

12.45

- -

- -

- -

27.14

15-5

9.7

9.7

1.9

1.8

6.7

8.0

6.0 3.63

S.89

S.2S

3-73

2.?4

7.*3

6.06

2.6S

1.20

13.12

12.68

9.50

8.73

14.84

19- 2S 15.09

8.7S

18. IS

16.76

8.7

30.30

32.48 19.70 16.39 26.10

37.66

20.35

15.18 33.77

34.64

32.42

29.62

T.D.S.

4.98

3-53

3-59

3.48

3.29

£.95

4.51

4.30 

4.65

5.03

5-33

5.22

PJ 6.26

3-Sl

7-3*

4.90

7.3*

5.85

4.62

10. S7

10. 37

8.71

13.05

14.16

11.15

13.88

13.19

12.10

11.02

11.28

5-71

10.87

10.74

4.49

3.26

3.67

3.40

3.67

3.5*

3.94

4. OS

4.08

3.81

4.62

4.90 

4.62

4.22

4.08

4.76

3.26

3.5*

3.5*

4.22

4.16

4.48

6.12

Date

1-19-25

4- 1-25

7- 3-25 9-25-25 8-26-26

11- 5-26

3- 1-27

3-27-27 

8-24-27

11-16-27

1-19-28

3-29-28

6- 1-28

7-12-28

10-11-28

1-15-29

4-26-30

5-20-30

11- 3-30

1-30-31

3-29-2S

7-12- 2S

10-11-28

1-15-29

4-26-30

5-12-30

11- 3-30 1-30-31 7-29-31

1- 2-31

1-29-32

8- 5-32

10-27-32

1- 6-33

1-30-31

5- 6-31

7-29-31

l- 2-32

1-29-32

5-10-32

8- 5-32

10-27-32

1- 9-33

4-23-3*

7-25-3*

1-15-29 

5- 1-30

5-12-30

11- 3-30

1-30-31

5- 6-31

7-29-31

l- 2-32

1-29-32

5-10-32

8- 5-32

10-27-32

(283)

Dlsch. 

c.f.a.

7.9

15.5

19.2

13.6

21. 33

19.01

g.*8

9.*S 

15.79

9.32

8.8*

13.80

18.11

22.36 15.96

7.81

21.44

17. 9S

13-3

10.6

3-50

7.07

8.73

5.26

5.0*

6.07

4.2

2.5

6.4

2.3

2.15

7.3*

4.81

1.98

7.0

15.2

19.3

S.9

S.3

12.4

18.3

12.1

9.2

15.7

19.4

54.06 

75-70

S5.S8

59.7

50. is

92.0

83.8 49.7

*7-7

75-3

91.9

68.6

T.D.S.

5.98

8.84

10.07

4.62

9.11

5-85

5-98

8.56 

7.*8

6.*9

5.98

7.20

6.60

8.98

5-98

7-75

6.9*

8.56

2.18 4.76

10.47

12.37

11.02 10.07

10.60

9.9*

10.07

S.98

9.25 9.52 8.30 9.25

9.12

8.98

4.08

3.81 3.67 3.94

3. Si

3.4o

3. Si

3.67

3.26

3.4o

3-5*

5.58 

5.8*

2.45

4.49

2.45

4.49

4.62

4.62

4.08

5.16

4.49

4.35

Date

5- 6-31

7-29-31

1- 2-32

1-29-32

5-10-32

8- 5-32 10-27-32

l- 6-33 

4-23-34

7-25-34

10-24-*

1-28-35

4-12-35

7-29-35

10-29-35

1-27-36

4-30-36

7-29-36

ll- 3-36

4-23-34

7-25-3*

10-24-34

1-28-35

4-12-35

7-27-35

10-29-35

2-13-36

4-30-36

7-29-36

11- 3-36

10-24-34

1-28-35

4-12-35

7-27-35

10-29-35

1-27-36

4-30-36

7-29-36

ll- 3-36

l- 6-33 

4-26-34

7-25-3*

10-24-34

1-28-35

4-12-35

7-27-35

8-13-35

10-29-35

H-15-35

1-27-36

4-30-36

7-29-36

ll- 3-36

Dlsch.

2*.7

23.8

13.3

9-3

26.7

25.7

20.0

11.7 

17.6

20.2

14.0

10.7

15.9

17.6

15.1

12.3

21. S

23.4

1S.1

7-51

8.5

5-59

3.62

7.13

S.4S

5.52

3-27

7.10

10.7

8.S6

11.2

5-93

7.46

12.45

11.4

5-32

12.3

15. s

8.9

57.* 

78.0

84.6

49.1

42.9

56.1

67.0

84.9

61.3

58.3

45.9

74.4

83.1

T.D.S.

3.*0

7.3*

6.?5

5.03

6.9*

6.4o

6.12

4.49 

D.9S

4.76

5-71

4. 76

*-35

7.88

7.21

5.58

6.53

5-98

3-53

7.62

9-38

7.89

7.4s

5.71

9.25

S. 5s

7-76

7-07

6.12

4.4g

3. si

3.94

3. Sl

4.08

2.45

3.67

 ».4o

3-13

3-9*

3-9*

5.03

4.35

3.9*

3.94

5.16

3.81

5-30

4. 76

3.81

4.49

3.9*

Index Ho

2?-3>t-S

27-3*-S

10-35-9

11-35-9

63.8 | 4.08|
of the Blephant Butte Project New Uezieo and Texas 

(Detailed Analyses)

Note: In the following descriptions the Townships and Eangee are referred to the Kew Mexico

Principal Meridian; tbe elevations to sea level datum. The length of drain is the mileage contributing the discharge above the gaging station. The gradient in feet per mile 

is that of the water surface and is only approximate. Tbe elevation is that of the water 

surface at the gaging station on the date named when the discharge was as reported. The 

location descriptions and the water samples are by the Bureau of Reclamation. The analyse 

of the samples prior to 1936 are by the Bureau of Plant Industry; those for 1936 are by 

the Geological Survey.

EINCOH DIVISION, HOT MEXICO:

6-19-3 Garfisld Drain (202).

Station S 1880' - W 900' of HE cor. sec. 6, T.19S., H.3*.: near outlet to river. Length, 

12.U miles; water surface U060.32 feet above eea Isvel on Dec. 1, 1936 when discharge 

was 8.7 c.f.s.

13-19-3 Hatt* Drain (203).

Station N 1150' - B 300' of SW cor. eec. 13. T.19S.. H. .: sear 0-itlst ts rlTsr. Lssgtfc, 

10.8 miles: gradient, 3.1 feet; water surface Uo3^.28 feet above sea level on Dee. 1, 1936 

when discharge was 6.6 o.f.s.

22-19-2 Angostara Drain (204).

Station S 1*60' - W 1200' of KB cor. sec. 28, T.19S., H.2W.; near outlet to river. Length, 

4.1 miles; gradient,2.6 feet; water surface UoiE.^8 feet above sea level on Dee. 1, 1936 

whsn discharge was 1.3 c.f.s.

Rlncon Drain (205).

Station S 600' - W 2300' of HB cor. sec. 12, T.20S., H.2I.; near outlet to rlvsr. Length, 

14.4 miles; gradient, 3.1 feet; water surface 3993.77 feet above sea Isvel on Dec. 1, 1936 

when discharge was 7-9 e.f.s.

ItESILLA VALLEY DIVISION, HXW MEXICO AHD TEXAS:

Selden Brain (211).

Station S 1130' - B 2330' of N* cor. sec. 6, T.22S., H.1B.; near outlet to river. Length, 

4.6 miles; gradient, 3.1 feet; water surface 3934.74 feet above sea level on Dec. 1, 1936 

when discharge was 1.7 c.f.s.

5-23-1 Leasbueg JieasDucg Drain Lirain \^ici.

Station S 1110' - B 2200' of KW cor. sec. 3, T.23S., R.lB.; above inlet to Del Hlo Drain. 

Length, 12.3 miles; gradient, 4.2 feet; water surface 3899.31 feet above sea level on Dec. 

1, 1936 when discharge was 2.3 c.f.s.
The Draing of the Ilephant Bntte Project lew Hexleo and Texaa

Laboratory 

No.

5*9

7562

80*0

8280

15600

5*8

7561

8039

8279 

15601

5*7

7560

8038

8278 

15602

7563

8281

15603

553

80*1*

828* 

15606

Date of 

Sample

1-31-29

7- 5-29

10-3-29

l-2*-30 7-19-30

11-28-33

7-28-33

11- 8-33

1-31-3*

8- 5-36

1-31-29

7- 5-29 

10- 3-29 

1-25-30

7-19-30

*-2S-33

7-28-33

11- 8-33

8-5-36

1-31-29

7- 5-29

10- 3-29

1-25-30

7-19-30 

*-2S-33

7-28-33

li- 8-33

1-30-3* 

8-5-36

1-31-29 

7- 5-29

10-3-29

1-25-30

7-19-30 

*-28-33

7-28-33

11- 8-33

1-30-35

8-5-36

2-11-29

7- 5-29

10- 5-29 

1-29-30

7- 7-30

*-29-33

7-28-33

11-10-33

1-29-35 

8- 5-36

2-11-29

7- 5-29

10-10-29 1-29-30

7- 7-30

Discharge 

c.f.e.

7.6

18.0

1*.*

7.* 

1*.3 

22.1

25.0

16.5

10.9

12.86

10. T

20.3 

13.5 

8.3 15.7 19.7

18.1

11.8

9.6 

18.35

1.8

3.*

1.65

.8

2.3

2'53

*^6

2.81

3.53

10.2 

28.1

23.2

7.6

21.* 

23.9

27.0

8.8

11.2

19.01*

2.0

5.0 5.0

2.0

11.1

7.0

7.0

5.0

7.8

22.9

11.6

*.5 

15.0

Conductance

128

1*8

11*

1.31 

1*2 

1*2

lit*

1>*2

159

1*8

130 i5s

121

1*1

132

125

1*0

1*3

1*3 

1*9

83.5

97.3

87.1

9*

96 

107

130

132

137 

126

118

125

1*8

129

117 

160

l6l

157

152 i5e

1*8 161

1*8 

1*2

209

11*9

169

157

151

155

106

98.6

92.5

117

109

TDS. 

Tone 

per 

acre 

foot

.22

.31

.3*

.15

i30

.35

.58

.113

.20

.29 

.*5 

.25

.25

1.16

1.38

l.*3

lilt*

.79

.87

1.01

.83

.80 

1.01

1.22

1.1+2

1.32 

1.19

1.08 

1.19

1.52

1.12

1.08 

1.62

*"$*

ii*l

1.39

1.26

l.*5

1-37 

1.27

1.72

1.52

1.55

1.53

1.33 

l.*2

1.02

.95

1.01

.92 

.83

Percent 

Sodium

*7

3359

*7 

1**

*5

*1

*1

1*6

*2

I

*2

31

37

375o 

39

50

3

38

37 

35

5o

£

*3

1*8

58

*7

5°

5o*3'

_

51

51

5°

57 

*3

__

_

1H*

 '

Percent 

Chloride

26

2*

31

2*

23

21

22

23

28

I

25

21

23

23

22 

22

26

23

38

20

19 

23

20

20

22 

21

31 

17

333*

26 

33

29

29

28

2*

38

*2

5

48

*2

37

33

33 

29

2*

21

2*

26 

22

Mill

Calcium

(Ca)

5.25

7.50

5-25

5.70 

7.50 

6.60

6.85

7.07

8.27

6.79

6.30

7.50 

8.55 

7.50

8.20

6.75

7-37

7.88

7.25 

7.99

*.05

5.55

5.25

5.10

6.00 

5.85

7.00

6.95

7.25 

6.1*9

5.55 

6.00

7.05

*.05

7-05 

6.00

6.88

6.80 6'll

5.25

6.75

6.00 

5.*0

5.10

6.60

6.37

6.78

6.18 

7.2*

*.S5

5.1*0

5.55

3.90 

5.65

Magnesium

<ks)

2.05

2.00

2.1*

1.23 

1.07 

3.07

1.9*

2.35

2.26

2.1*

1.81

2.00 

2.22 

1.23

0.7*

2.69

2.39

2.12

2.30 

2.22

0.58

1.23

1.81

1.00

0.58 2.17

2.17

2.16

2.10 

1.89

1.56 

1.73

1.65

1.23

1.81

2.*3

2.21

l.*9

3.16

2.06

2.1*

1.57

1.97 

1.81

2.22

2.56

2.23

1.69

2.05 

2.22

1.00

l.*0

1.65

1.32 

2.22

erao eauivalei

Sodi- 

(Na)

6.*7

7!°i

6.07 

6.61 

7.32

7.38

6.80

7.1*3

7.35

5.95

5.** 

5.*7 

6.16

u'l3

§165

6.22

6.58 

6.26

*.56

3.63

5.52

3.79

3.86 

5.25

*.S9

6.01

6.01 

5.39

5.**

8.09

7.35

*.58 

9.87

7.96

8.07

6.77

6.65

8.99

7.53

8.35 

8.20

13.21

9.95

8.82

8.1*6

7.25 

7.o5

7.26

*.25

5.76

5.59 

3.93

Bicarbonate

(H003 )

*.70

*I33

3.9*

9.85 

5.11 

6.00

* 5«*5

 5.65

5.20

5.08

*.70

*.72

5^50 5.51 *tOQ

0 *.95

* *.10

5.5* 

5.85

3.90

3.9*

3.9*

3.9*

5.33 

3.60

5.20

5.80

^*3

5!eo

3.9*

2.36

*.oo

* *.25 *' 35

*^3*

3.92

%9* 

5.11

5.72

*.80

*.6o

U.l*0

* *.27 

*.85

*«33

3.9*

5.71

3.9* 

5.33

ts ner liter

Sulphate

5.5.2

6.5*

1 tr 

6.52 

6.99

6.85

6.91

8.60

7.56

6ls* 

6.39 5.5s

6.*1

---3

7.06

8.19

6.85 

7.91

2.92

*.10

3.91

5>7

6.12

6.31

6.37 

6.53

i iloo

7«35

5.9*

5.56 

8.30

7«3*

7.6*

7.70

6.15

5.21

5.28

5.77

5.95

6.31

6.33

7.03

6.13 

6.93

5.62

5.7*

*.10

*.il 

*.10

Chicride

(01)

3.55

3.38

5.73

3.15 

3-55 

5.00

3.66

3.*3

3.97

3.72

3.9*

3.38 

5.52 

3.9*

3.55

2.80

3.51

3.62

3.58 

3.61

2.37

*' 37

z'.oo

1.97 

2.80

2.8*

3.00

3.30

2.82

3.9*

1.18

5.52

5.33

3.55 6.00

5.10

5.81

*.6*

3.81

6.31

6.70

7.10 

5.53

9.86

8.00

6.*9

5.62

5.21 

5.7*

3.16

2.37

3.15

2.76 

2.37

Hitrate

(BOj)

__

-

tr

0

tr

.01

_

-

tr

0

tr 

.01

_

tr

tr

tr 

tr

-

__

tr

0

.01

.01

_

_

tr

.01

tr 

.02

_

 

-

Inuex No.

6-19-3

13-19-3

28-19-2

12-20-2

6-22-1

3-23-1

(285)
- 3- 

The Drains of the Elephant Bntte Project Sew liexicc and Texas

(Detailed Analyses} 

____________Location and Description_______________

2-27-3 Bast Brain (216).

Station B lOJO' - B 1620' cf SW oor. sec. 2, T.27S., E.3E.; above confluence with Anthony 

Drain. Length, 22.9 miles; gradient, 3.8 feet; water surface 3773.81 feet above sea level 

on Dec. 3, 1936 when discharge was 8.7 c.f.e.

11-27-3 Anthony Drain (217).

Station S 50" - B °>W of HW cor. sec. 11. T.27S.. E.JE.; above confluence with East Drain. 

Length, 7.7 miles; gradient, 3.2 feet; water surface 3773.81 feet above sea level on Dec. 

3, 1936 when discharge was 3.0 e.f.s.

26-28-3 Hemexas Drain (220).

Station S 950* - I! 800' of HW cor. sec. 26, T.28S.. E.3E.: above confluence with West Drain 

Length, 20.2 miles; gradient, 2.3 feet; water surface 3738.1*3 feet above sea level en Dec. 

3, 1936 when dlecharge was 15.2 c.f.s.

26-28-3 West Drain (221).

Station S lUUO 1 - E 50' of HW oor. sec. 26, T.28S., B.3E.; above confluence with Heaexas 

Drain. Length, 39 niles; gradient, 3.8 feet; water surface J7JS.56 feet above sea level 

en Dec. 3. 1936 when discharge was 34.9 e.f.s.

5-29-1* tlontoya Drain (Includes flew of Hemexas and West Drains) (222).

Station H 1110' - I! 300' of SW cor. eee. 5. T.29S., R.UB. Length, 67.6 miles; gradient, 

3.U feet; water surface 3728.69 feet above sea level on Dec. 3, 1936 when discharge was 

58.8 c.f.s.

EL PASO 7 ALLEY, TEXAS (above Kabene, Texas).

Playa Drain (232).

12-32-6 Station S 1750" - E lUflO of HW eor. sec. 12, T.32S., E.6B.; above junction with Franklin 

Drain. Length, 23.6 miles; gradient, 3.1 feet; water surface at 3651. U feet above sea 

level on Dec. 9, 19 3^ when discharge was 20.1 e.f.s.

(S88)
- 3- 

The Drains of the Elephant Butte Project Hen Mexico and Texas

Laboratory 

Ho.

555

7568

80U6

8286

15715

556

7569

8047

8287

15716

560

7573

8051

8291 

15712

561

7574

8052

8292

15800

562

7575

8053

8293

15713

Date of 

Samel e

2-12-29

7- 8-29

10- 8-29

1-28-30

7- 9-30

U-28-33

7-26-33

ll-lU-33

2- 2-34

8- 5-36

2-12-29

7- 8-29

10- 8-29

1-28- JO

7- 9-30

U-28-33

7-26-33

11-14-33

2- 2-34

8- 5-36

2-12-29

7- 8-29

10- 8-29

1-28-30

7- 8-30

U-28-33

7-26-33

ll-lU-33

2- 2-3U 

8- 5-36

2-12-29

7- 8-29

10- 8-29

1-28- JO

7- 8-30

U-28-33

7-26-33

ll-lU-33

2- 2-34

8- 5-36

7- 8-29

10- 8-29

1-28-30

7- 8-30

U-28-33

7-26-33

ll-lU-33

2- 2-3U

8- 5-36

2-28-29

7- 9-29

10- 6-29

1-27-30

9- 5-3°

Discharge

C.f.f.

11.5

32.7

16.0

8.7

27.0

27-3

1.41.6

15.8

1U.9

23.08

2.3

12.9

12.3

U.8

9.7

6.9

8.0

U.8

3-5

8.02

16. 8

3U.U

2U.g 17.5 27.9

22. U

28.9

18.8

17.3 

26.03

25.2

74.0

U7.0

17.5

70.2

72.8

79.8

33.6

23.6

73-3

132. U

83-9

U4.3

112.0

102.2

121.0

58.6

UU.6

111.6

28.2

32.3

29.0

18.8

38.5

Conductance 

Kxlo5 

92>i«C

599

2U9

566

6l6

26U

Uo6

315

580

575

2Ug

313

255

218

266

27U

2U6

260

261

27U

269

27U

27U

2U7

308

273

295

285

287

287 

269

159

139

16U

22U

163

151

161

197

212

183

231

237

322

255

2*U

261

276

288

238

232

26U

237

27U

217

IDS. 

Tons 

per 

acre 

foot

5-7U

2.60

5.53

5.1U

2.62

3-58

2.79

5.12

5-32

2.12

3-05

2.15

2.12

2.35

2.26

2.18

2.19

2.31

2. U5

2.36

2.62

2.50

2.31

2.U5

2.U3

2.64

2.51

2.56

2.57 

2.36

1.U7

1.36

1.66

1.87

1.5U

1.41

I.Us

1.79

1.87

1.61

2.18

2.23

2.63

2.27

2.26

2.28

2.U7

2.59

2.10

2.38

2.18

2.19

2.39

2.06

Percent 

Sodl75

61

73

71

67

_.

57

59

62

61

61

_-

60

67

62

66

§

_

51

5J

56

61

61

59

60

58

76

65

67

6U

_

58

Percent 

Ohioride

58

49

51

6U

U6

?*

U6

53

$

51

46

Ul

>»9

U6

^

pU2

U4

4U

!*5

^7i*747

UU

U?

UU

U2

43 

39

29

26

31

fc

33

31

30

31

32

31

43

U6

50

UU

45

43

U2

43

38

56

58

53

?3 U9

Mill!

Oalcl- 

(Ca)

10.10

7-50

10.80

7-05

6.75

6.90

6.93

10.57

10.55

5.29

8. 60

8.50

8.25

U.50

6.00

5-55

7-35

7.23

7.33

7.lU

8.25

9.35

7.05

6.75

7-95

6.90

7.75

7.70

7.04

5.60

7.10

7.50

U.05

U.20

5.10

5.18

5. BO

5-98

5-39

8.00

8.UO

6.90

7.55

U.80

6.77

7.00

6.93

6.29

10.05

9.00

8.55

8.55

7-50

Magnesium

(He)

7.25

3.13

6.U1

1.23

U.03

3.33

5.60

6.11

6.8U

2.96

U.61

3-13

2.U7

3.21

4.53

3.84

3.70

3.36

3-72

3.86

2.63

3-30

3.71

1.48

3-70

3.58

3-52

2.86

3.81 

2.80

1.32

1.65

1.82

2.80

2.55

2.05

2.34

2.50

2.93

2.22

2.30

2.22

2.?0

2.U7

1.66

2.71

2.78

3.65

2.63

2.72

u.uu

3.0U

4.03

3-37

jrsffl eoulvalen!

Sodium

(Ha)

48.30

18.48

52.54

51.62

19.50

32.75

20. 46

UU.42

Ul.89

16.09

21. U7

1U.22

lU.03

20. U9

16.90

17.17

15-70

16.93

18.09

16.96

18.67

16.95

16.29

22.07

18.67

21. Uo

18.25

19.81

19-58 

17.07

9.19

7.68

9.63

15-19

10.93

9.40

9.46

13.08

13-73

10.83

15-35

lU.95

21.24

16.90

20.U7

17. 2U

19.49

20.10

15-52

16. 2U

13-58

15-77

15.66

13.13

Bicarbonate

(HCO-j)

9.45

5.51

8.65

6.29

5.90

6.00

* 6.10

9.60

* 0.47

4.90

3-93

6.30

5-90

5-51

6.69

6.UO

 7.20

* 7.60

* 7-5,1

6.8U

5.50

5-90

U.72

5-90

7.08

6.00

6.25

* 6.70

6.67 

6.25

5.11

3-94

U.72

5-90

5-11

U.Uo

U.70

* 5-70

5-98

U.7U

U.72

5-50

6.69

5-51

5.20

5.40

 6.00

6.1?

5-31

5.11

U.72

5.61

6.06

5.11

Sulphate

(SOU)

18.30

9.UO

25.60

15.36

10.58

13-78

11.37

19.33

18.60

9.18

13.00

7.70

8.60

8.89

8.12

8.46

8.34

8.58

8.65

8.93

10.80

9-90

9.73

10.20

9.83

11. Us

10.62

11. UO

10.83 

10. Ul

6.32

8.15

8.33

6.68

6.66

6.95

7-29

9.25

9-53

8.16

9.88

8.2U

8.87

9.58

9-73

9.78 11.16

11. UO

9.89

7.72

6.75

7-15

7.20

7.06

Iter

Ohioride

(CD

37.90

1U.20

35-50

38.25

13.80

23.20

15.00

32.75

32.22

10.86

17.75

11.85

10.25

13.80

12.62

12.00

11. 5U

11.71

12.52

12.55

13.25

13.80

12.60

lU.20

13. Ul

lU.Uo

13.18

13. oU

13.00

10.86

U.68

U.34 5.90

9.U6

5-91

5.20

5.10

6.57

7-17

5-73

11.05

11.83

15-38

11.83

12.00

11. 64

12.19

13.05

9-31

16.18

15-55

lU.6o

lU.98

11.83

Hltrate

(NOj)

..

tr

0

.05

.01

-

tr

tr

tr

0

..

tr

tr

tr 

.01

_

tr

tr

.01

_.

tr

0

.01

.01

Index Ho.

2-27-3

11-27-3

26-28-3

26-28-3

5-29-U

12-32-6

(289)
-1*-

The Drains of the ELephant Butte Project Hew Uezieo and Texas

(Detailed Analyses) 

__________. Location and Description________________

13-32-6 Playa Drain (232) (Cont'd).

Station S 1750' - H lUoO' of NY cor. sec. 12. T.32S., H.6B.; above junction with franklin 

Drain. Length, 23.6 miles; gradient, 3-1 feet; water surface 3651-4 feet above sea level 

on Dee. 9, 1936 when diecharge was 20.1 c.f.s.

33-32-7 Zranklin Drain (Includes flow of Playa Drain) (233).

Station I 1200' - * 700' of SE cor. see. 33, T.32S., TL.ft.; above junction with Middle 

Drain. Length, 36.3 miles; gradient, 3- 1* feet; water surface 3628.7 feet above eea level 

on Dee. 9, 1936 when discharge was 25.U c.f.s.

30-33-8 Middle Drain (Includes flow of Playa and Jranlclin Drains) (23>0.

Station S 200' - E 1350' of NY cor. eec. 30, T.33S., E.SI.; above confluence with River 

Drain. Length, §5.3 milee; gradient, 3.U feet; water surface 3611.08 feet above eea 

level on Dee. 9, 1936 when discharge was 37.9 c.f.a.

30-33-8 River Drain (235).

Station S 2500' - I 200' of NY cor. sec. 30, T.33S., H.KB.; above confluence with Middle 

Drain. Length, 23.^ miles; gradient, 2.7 feet; water surface 3609.8 feet above eea level 

on Dec. 9, 1936 when diecharge was 13.U e.f.e.

32-33-8 Quadrilla Drain (236).

Station H 200' - H 800' of SW cor. eec. 32, T.33S., R.gE.i above outlet to river. Length, 

8.6 Biles; water surface 3606.U feet above eea level on Dec. S, 1936 when discharge wae 

6.7 e.f.s.

t-3M-8 Mesa Drain (237)-

Station S 700' - E 1000' of NY cor. eee. U, T.3US., H.SE.; at inlet to Mesa Drain ptap. 

Length, 29.1 miles; gradient, 3.5 feet; water surface 3602.26 feet above eea level on 

Dee. 8, 1936 when discharge was 8.9.c.f.e.

4-3U-8 Fabens Intercepting Drain (238).

Station S 700' - E 600' of NY cor. sec. U, T.34S., H.8E.; at inlet to Ueea FuBp. Length, 

1.9 miles; gradient. 3.7 feet; water surface 3399-37 feet above eea level on Dee. 8, 1936 

when discharge was 0.9U c.f.s.

(290)
- 4- 

The Drains of the Elephant Butte Project Hew Uezieo and Texai

Laboratory

563

757,6

8054

8294

15728

564

7577

8055

8295 

15729

565

7578

8056

8296

15730

566

7579

80B7

8297

15731

569

7580

8058

8238

15732

570

7581

8059

8299 15733

571

7588

8060

8300 15734

Bate of

^25-33

7-27-33

ll- 9-33

?- 2-34

7-29-36

2-28-29

7- 9-29

10- 6-29

1-27-30

9- 5-30

4-25-33

7-27-33

ll- 9-33

2- 2-34 7-29-36

2-28-29

7- 9-23

10- 6-29

1-27-30

9- 5-30

4-25-33

7-27-33

11- 9-33

2- 2-34

7-29-36

£-26-29

7- 9-29

10- 6-29

1-27-30

9- 5-30

4-25-33

7-27-33

ll- 9-33

?-. 2-34

7-29-36

4-25-33

7-27-33

ll- 9-33

2- 2-34

7-29-36

2-28-29

7- 9-29

10- 6-29 1-27-30

9- 5-30

4-25-33

7-27-33

ll- 9-33

*- 2-34

7-29-36

4-25-33

7-27-33

ll- 9-33

a- 2-34

7-29-36

Diecharge 

c.f.e^

41.1

43.6

30.6

27.7

25.9

31.5

51.7

31.2

29.3

63.2

46.5

66.8

50.3

39-0

48.7 67.3

49.9

38.2

83.1

102.0

63.3

48.7

59.8

13.9

32.1 17.8

12.5 25.5

25-3

26.8

16.2

16.5

25.2

9-76

8.4

5.1

3.8

7.25

10.9

11.0

7.3

4.8 27.8 17.2 27.5

12.9 9.13 17.5

M5

4io

3.1

2.1

4.00

Conductance 

KxlOS

218

209

216

215

260

250

370

322

322

239

282

288

286

268 

368

351

1*23

4il

370

307

308

325

322 316

397

417

463

329

398

423

420

491

362 321 565

161 172

219 163

183

239 336

322

352

380

394

351

390

312

638

262

292

272

313

305

fDS, 

Tons 

per 

acre

1.99

1.85

1.92

1.87

2.29

2.72 3.16

2.99

2.77

1.99

2.53

2.47

2.52

2.36 3.25

3.14

3.81

3.26

3.21

2.88

2.79

2.70

2.82

2.81

3.54

3-76

4.09

3-39

3. 28

5.40

3.90

5.25

3-21

2.89

5.10

1.53 1.60

1.89 1.45 1.63

2.10 3.05 2.67

3-12

3.85

3.83 3.13 3.53

2.85

4.00

2.47 2.65

2.48

2.84

2.77

Percent 

Sodi59

57

59

56

60

_

59

60P

61

59 

61

_

53

65

59

59

58

58

_

50

~

63

59

59

57

59

63

57

68

57

55

_

47

67

61

63

5°

61*

55

48

4953

48

Percent 

Chloride

48

45

45

45

48

59

60

59

56

50

54

52

51

52

55

61

60

60

57

57

55

54

53

53

56

61

64

58

56

62

60

57

55

52

64

39

38

26

37

36

46

48

1*1*

51

50

48

46

46

48

50

50

49

48

49

n

Calcium

(Oa)

I-°5

0.17

6.53

6.5?

7.44

9.30

13.50

10.50

8.40

7.95

8.42

8.37

7.83 

10.43

10.50

13.80

15.35

10.05

11.56

8.25

9.83

9.85

9.57

12.08

13-80 16.95

17.60

12.00

18.00

11.85

15-25

11.50

10.32

18.07

4.65

5.60

5.28 5.15

6.39

6.75

10.50

8.90

9.30

13.20

10.35

10.50

11.05

11.00

12.18

9.00

12.10

11.22

11.13

12.83

llieraj

Magnesium

2.69

3.00

£.73

3.50

3.5*

6.76

2.4y

3.70

4.20

3.70

iii*i

3.32

3.88 

5.36

3.95

5.51

3.13

2.22

2.47

3-58

3.90

3-93

5.40

4.85

3.95

5.51

2.96

5.18

2.96

5.76

5-50

4.00

4.08 6.50

2.05

2.03

2.03

2.12

2.30

2.47

3.05 3.30

5.69

3-95

4.86

3.86

4.33

3.56

5.85

4.99

3.81

5.54

4.03

n eouiVE

Sodi- 

(Ha)

13-73

12.32

13.25

12.56

16.18

17.28

21.02

20.4H

19.3*

12.03

18.58

17.28

17.93

17.05 

23.35

24.62

25.15

20.88

27.60

23.36

22.26

19.09

19.97

19.38

24.61

27.40

26.32

20.61*

22.12

28.45

29.31

29.66

22.23

19.82

3».83

11.76

10. OU

16.15

10.15

10.52

16.35

22.95

20.00

24.39

28.23

30.47

22.50

25.92

18.62

29.44

16.95

14.57 13.90

17.82 15.44

ilents i

Bicarbonate

(HC07)

4.80

4.85

4.90

5-05

5.92

5-50

5-51

5-50

5.90

5.11

5.80 5.15 5.30

5.20 5.57

5.50 5.51

5.11

5.90

5-51

5.20

5.30

5.45

5.54 5.62

5.90 5.51 5.90

6.29

5.51

6.40 5.90 5.70

5-69

5.79

4.40

4.50

* 4.45

4.22

4.33

4.72 5.90 5.90

6.29

6.29

6.00

5.90

6.70

5.54

6.03

5.20

5.40

5.15

5.45

5.20

per lit.

Sulphate

(SOi,)

7.47

6.98

7-39

7.28

8.91

8.09

9.40

8.64

8.29

6.74 8.74

8.77

9.40

8.57 

11.62

9.92

12.15

10.60

11.10

10.58

10.09

10.23

10.49

10.02

12.64

11.60

12.12

11.30

10.93

13.14

12.52

13.97

11.64

10.61 15.91

6.86

6.61

12.58

6.55

7.77

9.00

13.25

12.10

12.37 16.61

17.68

14.02

15-39

11.72

17.28

10.14

10.21

10.02

11.86

11.37

,,

Chloride

(01)

11.20

9.62

lO.Olt

10.13

13.11

19-75

22.08

20.50

17.75

11.83

16.00

15.30

15.33

14.96 

21.15

23.65

26.80

23.65

22.87

21.29

18.80

17-91*

17.61

17.45

23.66

27.65

31.15

24.00

22.08

30.76

28.00

31-17

20.90

17.40

38.10

7.20

6.73

6.14

6.36

6.91

11.85

17.35

14.20

19.72

22.48

22.00

16.98

19.52

15.82

23.69

15.60 15.06

13.61 15.77 15.93

Hitrate

(1103)

__

.01

.04

.02

0

_

__

.61

.01

.03 

.01

_

.01

.04

.04

0

_

 .

tr

tr

.01

.01

.01

0

tr

0

..

 .

--

__

.01

0

tr

0

._

tr

0

tr

.01

Index Ho.

12-32-6

33-32-7

30-33-8

30-33-8

32-33-8

4-34-8

4-34-8

(291)
- 5-

The Drains of the Klephant Butte Project Hew Uexioo and Texas

(Detailed Analyses) 

___________Loeatioa and Description_______________

EL PASO VAIiEY, TEXAS (island District).

27-3U-8 Fabens Drain (239).

Station S 1600' - I 2300' of KE cor. eec. 27, T.J^S., R.83. Length, 10.7 Biles; gradient. 

2.2 feet; water surface 3582.66 feet above sea level on Dec. S, 1936 when discharge mi 

9.1 c.f.t.

27-3H-8 Island Drain (2Ho).

Station S 2300' - I 1300' of HW cor. sec. 27, T.34S., R.8E.; above confluence with Patens 

and Border Drains. Length, 13.7 Biles, gradient, 3>3 feet; water surface 3581.39 *»et 

above sea level on Dec. 8, 1936 when discharge mi lS.7 c.f.s.

27-3l|-S Border Drain (2Ul).

Station N 800' - 1 lUOO 1 of SW cor. sec. 87, T.3>*S.. R.gS.; above confluence with Island 

Drain. Length, 9.3 miles; gradient, 2.8 feet; water surface 3582.U1 feet above «ea level 

on Dec. 8, 1936 whan discharge was 7.9 c.f.i.

EL PASO VALLEY, TEXAS (Tornillo District).

10-35-9 Alano Alto Drain (2>*2).

Station S 600' - I 1800' cf KE cor. sec. 10, T.35S., E.9B. Length, 20.6 miles, gradient, 

4.0 feet; water surface 3558-79 feet above sea level on Dec. 8, 1936 when discharge was 

JA c.f.s.

11-35-9 Tomillo Drain (Includes flow of Border, Island, Fattens, and Alano Drains) (2>t3).

Station N 1200< - I 2000' of SB cor. sec. 11, I.35S., E.9I.; above outlet to river. Length, 

75.1 ailes; gradient, 2.9 feet; water surface 3555.91 feet above sea level on Dec. 8, 1936 

when discharge was 59-0 c.f.s.

(292)
~ 5 

The Drains of the Bltphant Batte Project Hew Mexico and Texas

laboratory 

Ho.

572

7583

8061

8301

15735

574

7585

8063

8303

15736

573

7584

8062

8302

15740

575

7586

8064

S30U

15741

576

7587

8065

8305

15742

Date of

7- 9-29

11- 6-29

1-27-30

9- 5-30

4-27-33

7-27-33

11- 9-33

2- 8-34

7-29-36

2-28-29

7- 9-29 

10- 6-29 1-27-30

9- 5-30

4-27-33

7-27-33

11- 9-33

2- 8-34

7-29-36

2-28-29

7- 9-29

11- 6-29

1-27-30

9- 5-30

4-27-33

7-27-33

11- 9-33

2-14-34

7-29-36

2- 23-29

7- 9-29

11- 6-29

1-27-30

9- 5-30

4-27-33

7-27-33

11- 9-33

2- 8-34

7-29-36

2-28-29

7- 9-29

10- 6-29 1-27-30

9- 5-30

4-27-33

7-27-33

11- 9-33

2- 8-34 7-29-36

Discharge 

o.f.e.

l6,H

9.8

8.1*

10.8

11.9

13.8

11.2

6.9

15.8

16.1

21.5 

13.1

8.7

23.5

16.1

22.3

16.5

11.3

23.4

3.3

8.77

3-9

2.8

5-2

8.93

8.1

9.25

3.99

10.7

14.1

15^8

10.7

6.1

21.0

14.2

19.0

7.9

5-92

15.7

87.28

85.4

48.9

41.8 97.7

78.3

79.0 67.9

60.3

83.1

Conductance

308

370

896

435

275

313

247

209

237

1144

925 

822

7l*0

195

648 673

1*86

899

669

987

1230

871

1057

1348

850

1003

506 905

688

406

1*75

493

462

492

389

376

374

265

362

61*9

592

617

528

492

1*94

506

HH2

390

IDS. 

Tons 

per 

acre 

foot

2.56

2.74

2.19

3.74

2.1*6 2.72

2.19

1.82

2.12

9.60

7.26 

6.55

6.19

1.91

5-94

6.32

4.33

8.5ft

5-92

9.36

8.98

9.02

9.36

8.05

9.29

4.36

8.05

5-59

3.74

H.25

4.19

3-90

3.98

3.82

3.28 3.31 2.36 3.17

5.76 5.72

5.14 4.74 4.36

4.41

4.57 3.91

3-39

3-89

Percent 

Sodii*9

59

55

54

52

_

58

63

60

61

68

61

65

67

66

66

68

65

_

54

63

58

59

61

58

__

60

61

59

59

60

Percent 

Chloride

59

63

47

56

49

45

84

81 

78

76

48

77

75

68

74

75

76

78

76

79

77

77

75

65

1\

71

59

60

60

62

61

59

56

47

54

75

73

73

69

70

68

67

63

61

65

Milli

Caloium

(Ca)

12.15

13.85 9.15 13.50

9.00

11.38

8.98

7.48

9.28

41.55 34.50 27.75

18.00

9.00

16.80

21.83 15.23

23.88

21.86

29.40

36.00

33-00

22.50

32.90

19.50

28.30

14.05

24.27

20.06

14.25

17-55

17.55

9.00

14.55

12.30

12.12

11.92

8.23

11.38

25-50

24.00

21.35

16.50 19.50

15.00 16.23

14.10

12.38

14.77

Magne- 

(Ite)

4.20

2^97

3.21

ft. 94

3.81.

3.02

2.77

2.35

2.63

6.42

4.94 

7-25

11.11

2.30

10.50

5.28

4.01

5.71

5-51

6.76

6.17

6.16

7. Hi

9.22

11.25

7.08

3.77

6.0H

H.S5

5-51

H.gH

6.65

3-95

6.17

H.io

4.20

H.20

2.62

4.28

6.17 3.70 3.30 5.51

U.gH

6.40

H.69

H.29

H.92

H.ig

area eauivalen

Boding

(Haj

14.98

16.19

14.79

25.95

18.32

17.20

13.88

11.75

12.91

76.0H

5H.36 

47.76

46.04

12.69

H7.S6

40.17

29.78

63.8H

H2.05

73.54

79-63

72.60

75-49

74.20

63.38

68.58

34.10

62.15 45.66

25.19

24.82

29.01

32.58

35-08

28.29

21.85

22. Hi

17.15

21.57

41.40 39.57 37.60 34.27

31.84

33.75

29.30

26.96

23-13

27-53

Bicarbonate

(HC03)

4.35

5.11

4.72

5-90

5.20

* 5-00

4. 85

H.27

5.02

5.11

4.72 

5.11

5.90

5-51

4.80

5-25

5.15

4.56

H.66

5.50

5-51

5.61

5-51

5.90

4.80

5-30

4.75

4.61

4.95

5-50

5.51

5.61

3-15

5-90

5.20

* 5.15

5-25

5.05

4.79

H.72

4.72

5-50

5.51

5.51

4.80

5-25

 5.10

4.95

H.79

B tier

anphate 

(SOli)

8.1*5

7.00

6.66

16.80

8.36

8.57

8.32

7.69

8.70

15.10

13.38 

13.15

12.07

7.0H

12.36

11.93

10.86

19-99

12.89

20.34

21.25

20.65

17.07

20.90

16.53

20.39

13.41

19.93

15-57

n.oo 13.1*0

15.70

13.99 13.07

13.09

11.80

12.H9

9.H2

12.30

12.75

13.1*0

11.1*5

12.12

H.33

12.75

11.63

11.68

10.55

11.62

.iter

Chloride

(Cl)

18.55

20.90

15.77

21.69

17.60

18.09

12.71

9.56

11.28

103.30

75.70 

6H.50

57.18

11.44

58.00

50.65

33-32

68.78

52.01

83.36

95.0H

85-50

82.82

89-52

72.80

78.88

33-70

69.02

50.62

26.H5

28.1*0

31.90

28.39

29.18

26. Ho

21.84

21.18

13.05

20. H5

53.60

49.15

H5.30

38.65

39.44 37.60 34.44

28. H2

2H.H3

30.HO

Nitrate

(HOj)

.01

0

tr

.01

tr

0

tr

.01

_

_

tr

0

tr

.02

_

__

tr

0

tr

.01

_

, 

.03

0

tr

.01

Index Ho

27-34-8

27-34-8

27-34-8

10-35-9

11-35-9

'Carbonate present

iHjS present

SJncludes ll* cfs waste water from Bio Grande at Leaeburg

(293)
E.H.A.

M.B.B.

J.H.B.

5. G. B.

W.T.B.

TT.H.C.

J. T. D.

5.W.D.

M. D. D.

H.B.E.

J.H.E.

A.D.G.

L.F.H.

E.E.H.

J.A.H.

G.F.H.

W.E.H.

C.S.H.

C.H.H.

B.J.

P.K.

W.A.L.

C.M.L.

W.L.L.

G.L.

N.G.L.

B.S.M.

K.H.P.

F.D.P.

L.J.B.

T.V.B.

J.S.

B.E.T.

J.F.T.

O.B.T.

H.A.ir.

T.E.Y.

E. H. Armstrong

It. B. Bonar

J. E. Bliss

W. G. Bratschi

5m. F: Busch

W. H. Chambers, Ji

J. T. Donnelly

Gall M. Dyer

H. D. Dykers

E. B. Elms

J. E. Erickson

Archie Di Giacomo

L. F. Hanks

E. E. Harris, Jr.

J. A. Hedges

Geo. F. Hennings

W. E. Herkenhoff

C. S. Howard

0. H. Howell

Berkeley Johnson

Paul Ritts

W. A. laflin

0. H. LaLonde

W. L. Lamar

G. Lopes

Nestor G. Lovato

B. S. Uayfield

B. H. Peters

F. D. Fostle

L. J.' Eeiland

Thos. W. Robinson

J. Stalllnge

B. H. Thompson

J. F. Thompson

0. B. Tooley

H. A. «Iaite

T. E. Tates

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