Larimer County Area, Colorado Print date: 02/05/2004

Table ENG-2.\--Construction Materials

(The information in this table indicates the dominant soil condition but
does not eliminate the need

for onsite investigation. The numbers in the value columns range from
0.00 to 0.99. The

smaller the value, the greater the limitation. See text for further
explanation of ratings in

this table.)

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

1: \| \| \| \| \| \| \|

Altvan\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.92

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

2: \| \| \| \| \| \| \|

Altvan\-\-\-\-\-\-\-\-\-\-\-\-\--\| 80 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.92

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

3: \| \| \| \| \| \| \|

Altvan\-\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.92

\| \| organic matter \| \| \| \| \|

\| \| Droughty \|0.95 \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Satanta\-\-\-\-\-\-\-\-\-\-\-\--\| 30 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

4: \| \| \| \| \| \| \|

Altvan\-\-\-\-\-\-\-\-\-\-\-\-\--\| 55 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.92

\| \| organic matter \| \| \| \| \|

\| \| Droughty \|0.97 \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Satanta\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

5: \| \| \| \| \| \| \|

Aquepts\-\-\-\-\-\-\-\-\-\-\-\--\| 80 \|Not rated \| \|Not rated \|
\|Not rated \|

\| \| \| \| \| \| \|

6: \| \| \| \| \| \| \|

Aquepts, ponded\-\-\-\--\| 90 \|Not rated \| \|Not rated \| \|Not rated
\|

\| \| \| \| \| \| \|

7: \| \| \| \| \| \| \|

Ascalon\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

8: \| \| \| \| \| \| \|

Ascalon\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

9: \| \| \| \| \| \| \|

Bainville\-\-\-\-\-\-\-\-\-\--\| 45 \|Fair \| \|Poor \| \|Fair \|

\| \| Depth to bedrock \|0.10 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.10

\| \| Droughty \|0.59 \| Low strength \|0.00 \| Slope \|0.96

\| \| Low content of \|0.88 \| \| \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

Epping\-\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| Low content of \|0.88 \| Slope \|0.98 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

10: \| \| \| \| \| \| \|

Bainville\-\-\-\-\-\-\-\-\-\--\| 50 \|Fair \| \|Poor \| \|Fair \|

\| \| Depth to bedrock \|0.10 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.10

\| \| Droughty \|0.59 \| Low strength \|0.00 \| \|

\| \| Low content of \|0.88 \| \| \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

Keith\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

11: \| \| \| \| \| \| \|

Baller\-\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Poor \| \|Poor \| \|Poor \|

\| \| Stone content \|0.00 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.00

\| \| Droughty \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.00 \| Stone content \|0.00 \| Rock fragments
\|0.24

\| \| \| \| Slope \|0.18 \| \|

\| \| \| \| Cobble content \|0.99 \| \|

\| \| \| \| \| \| \|

Carnero\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Depth to bedrock \|0.00 \| Too clayey \|0.00

\| \| Low content of \|0.50 \| Low strength \|0.00 \| Slope \|0.37

\| \| organic matter \| \| Shrink-swell \|0.12 \| Depth to bedrock
\|0.54

\| \| Depth to bedrock \|0.54 \| \| \| \|

\| \| Droughty \|0.85 \| \| \| \|

\| \| \| \| \| \| \|

12: \| \| \| \| \| \| \|

Baller\-\-\-\-\-\-\-\-\-\-\-\-\--\| 50 \|Poor \| \|Poor \| \|Poor \|

\| \| Stone content \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Droughty \|0.00 \| Low strength \|0.00 \| Depth to bedrock \|0.00

\| \| Depth to bedrock \|0.00 \| Stone content \|0.00 \| Rock fragments
\|0.24

\| \| \| \| Slope \|0.08 \| \|

\| \| \| \| Cobble content \|0.99 \| \|

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 30 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

13: \| \| \| \| \| \| \|

Blackwell\-\-\-\-\-\-\-\-\-\--\| 75 \|Good \| \|Poor \| \|Fair \|

\| \| \| \| Low strength \|0.00 \| Depth to \|0.04

\| \| \| \| Depth to \|0.04 \| saturated zone \|

\| \| \| \| saturated zone \| \| Rock fragments \|0.97

\| \| \| \| \| \| \|

14: \| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| \| \| \|

15: \| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 80 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| Slope \|0.50 \| Slope \|0.00

\| \| \| \| \| \| \|

16: \| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 50 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| \| \| \|

Ratake\-\-\-\-\-\-\-\-\-\-\-\-\--\| 30 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

17: \| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| \| \| Slope \|0.37

\| \| \| \| \| \| \|

Ratake\-\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Rock fragments
\|0.00

\| \| \| \| Slope \|0.50 \| Depth to bedrock \|0.00

\| \| \| \| \| \| \|

18: \| \| \| \| \| \| \|

Breece\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Fair \| \|Poor \| \|Fair \|

\| \| Droughty \|0.85 \| Low strength \|0.00 \| Hard to reclaim \|0.68

\| \| Low content of \|0.88 \| \| \| Rock fragments \|0.88

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

19: \| \| \| \| \| \| \|

Breece\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Fair \| \|Poor \| \|Poor \|

\| \| Droughty \|0.87 \| Low strength \|0.00 \| Rock fragments \|0.00

\| \| \| \| \| \| Hard to reclaim \|0.68

\| \| \| \| \| \| \|

20: \| \| \| \| \| \| \|

Breece\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Poor \|

\| \| Droughty \|0.81 \| Low strength \|0.00 \| Slope \|0.00

\| \| Low content of \|0.88 \| Slope \|0.50 \| Hard to reclaim \|0.68

\| \| organic matter \| \| \| \| Rock fragments \|0.88

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

21: \| \| \| \| \| \| \|

Carnero\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Depth to bedrock \|0.00 \| Too clayey \|0.00

\| \| Low content of \|0.50 \| Low strength \|0.00 \| Depth to bedrock
\|0.54

\| \| organic matter \| \| Shrink-swell \|0.12 \| \|

\| \| Depth to bedrock \|0.54 \| \| \| \|

\| \| Droughty \|0.85 \| \| \| \|

\| \| \| \| \| \| \|

22: \| \| \| \| \| \| \|

Caruso\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Too clayey \|0.98 \| Low strength \|0.00 \| Hard to reclaim \|0.18

\| \| \| \| \| \| Too clayey \|0.86

\| \| \| \| \| \| \|

23: \| \| \| \| \| \| \|

Clergern\-\-\-\-\-\-\-\-\-\-\--\| 80 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

24: \| \| \| \| \| \| \|

Connerton\-\-\-\-\-\-\-\-\-\--\| 50 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Barnum\-\-\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

25: \| \| \| \| \| \| \|

Connerton\-\-\-\-\-\-\-\-\-\--\| 60 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Barnum\-\-\-\-\-\-\-\-\-\-\-\-\--\| 25 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

26: \| \| \| \| \| \| \|

Cushman\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.65

\| \| organic matter \| \| Low strength \|0.00 \| \|

\| \| Depth to bedrock \|0.65 \| \| \| \|

\| \| Droughty \|0.79 \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

27: \| \| \| \| \| \| \|

Cushman\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.58

\| \| organic matter \| \| Low strength \|0.00 \| \|

\| \| Depth to bedrock \|0.58 \| \| \| \|

\| \| Droughty \|0.73 \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

28: \| \| \| \| \| \| \|

Driggs\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| \| \| Rock fragments \|0.72

\| \| \| \| \| \| \|

29: \| \| \| \| \| \| \|

Driggs\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| \| \| Slope \|0.04

\| \| \| \| \| \| Rock fragments \|0.72

\| \| \| \| \| \| \|

30: \| \| \| \| \| \| \|

Elbeth\-\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Fair \| \|Poor \| \|Fair \|

\| \| Too acid \|0.97 \| Low strength \|0.00 \| Slope \|0.84

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

Moen\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Fair \| \|Poor \| \|Poor \|

\| \| Depth to bedrock \|0.05 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Droughty \|0.15 \| Low strength \|0.00 \| Depth to bedrock \|0.05

\| \| \| \| Slope \|0.08 \| Rock fragments \|0.28

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

31: \| \| \| \| \| \| \|

Farnuf\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

32: \| \| \| \| \| \| \|

Farnuf\-\-\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Slope \|0.16

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 30 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| \| \| Slope \|0.00

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 20 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

33: \| \| \| \| \| \| \|

Fluvaquents, nearly \| \| \| \| \| \| \|

level\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.00

\| \| organic matter \| \| Depth to \|0.76 \| Hard to reclaim \|0.

\| \| Droughty \|0.66 \| saturated zone \| \| Depth to \|0.76

\| \| \| \| \| \| saturated zone \|

\| \| \| \| \| \| \|

34: \| \| \| \| \| \| \|

Fort Collins\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

35: \| \| \| \| \| \| \|

Fort Collins\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

36: \| \| \| \| \| \| \|

Fort Collins\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

37: \| \| \| \| \| \| \|

Fort Collins\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

38: \| \| \| \| \| \| \|

Foxcreek\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| Depth to \|0.32 \| Rock fragments \|0.00

\| \| \| \| saturated zone \| \| Depth to \|0.32

\| \| \| \| \| \| saturated zone \|

\| \| \| \| \| \| \|

39: \| \| \| \| \| \| \|

Gapo\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| Low content of \|0.88 \| Depth to \|0.53 \| Depth to \|0.53

\| \| organic matter \| \| saturated zone \| \| saturated zone \|

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

40: \| \| \| \| \| \| \|

Garrett\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Good \| \|Poor \| \|Good \|

\| \| \| \| Low strength \|0.00 \| \|

\| \| \| \| Shrink-swell \|0.99 \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

41: \| \| \| \| \| \| \|

Garrett\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Good \| \|Poor \| \|Good \|

\| \| \| \| Low strength \|0.00 \| \|

\| \| \| \| Shrink-swell \|0.99 \| \|

\| \| \| \| \| \| \|

42: \| \| \| \| \| \| \|

Gravel pits\-\-\-\-\-\-\-\--\| 95 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

43: \| \| \| \| \| \| \|

Haploborolls, steep-\| 55 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Stone content \|0.00 \| Slope \|0.00 \| Rock fragments \|0.00

\| \| Depth to bedrock \|0.03 \| Low strength \|0.00 \| Depth to bedrock
\|0.03

\| \| Low content of \|0.88 \| Stone content \|0.00 \| \|

\| \| organic matter \| \| Cobble content \|0.92 \| \|

\| \| \| \| \| \| \|

Rock outcrop, steep-\| 35 \|Not rated \| \|Not rated \| \|Not rated \|

\| \| \| \| \| \| \|

44: \| \| \| \| \| \| \|

Haplustolls, hilly\--\| 95 \|Poor \| \|Poor \| \|Poor \|

\| \| Depth to bedrock \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Droughty \|0.00 \| Low strength \|0.00 \| Depth to bedrock \|0.00

\| \| Low content of \|0.88 \| Slope \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

45: \| \| \| \| \| \| \|

Haplustolls, steep\--\| 65 \|Poor \| \|Poor \| \|Poor \|

\| \| Stone content \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Droughty \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.00 \| Stone content \|0.00 \| Depth to
bedrock \|0.00

\| \| Low content of \|0.88 \| Cobble content \|0.91 \| \|

\| \| organic matter \| \| Slope \|0.92 \| \|

\| \| \| \| \| \| \|

Rock outcrop, steep-\| 25 \|Not rated \| \|Not rated \| \|Not rated \|

\| \| \| \| \| \| \|

46: \| \| \| \| \| \| \|

Harlan\-\-\-\-\-\-\-\-\-\-\-\-\--\| 80 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Hard to reclaim
\|0.95

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

47: \| \| \| \| \| \| \|

Harlan\-\-\-\-\-\-\-\-\-\-\-\-\--\| 80 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Hard to reclaim
\|0.95

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

48: \| \| \| \| \| \| \|

Heldt\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| Low content of \|0.12 \| Shrink-swell \|0.12 \| Sodium content
\|0.90

\| \| organic matter \| \| \| \| \|

\| \| Sodium content \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

49: \| \| \| \| \| \| \|

Heldt\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| Low content of \|0.12 \| Shrink-swell \|0.12 \| Sodium content
\|0.90

\| \| organic matter \| \| \| \| \|

\| \| Sodium content \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

50: \| \| \| \| \| \| \|

Keith\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

51: \| \| \| \| \| \| \|

Kildor\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Depth to bedrock \|0.00 \| Too clayey \|0.00

\| \| Depth to bedrock \|0.35 \| Low strength \|0.00 \| Depth to bedrock
\|0.35

\| \| Droughty \|0.92 \| Shrink-swell \|0.12 \| \|

\| \| \| \| \| \| \|

52: \| \| \| \| \| \| \|

Kildor\-\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Depth to bedrock \|0.00 \| Too clayey \|0.00

\| \| Depth to bedrock \|0.35 \| Low strength \|0.00 \| Slope \|0.00

\| \| Droughty \|0.92 \| Shrink-swell \|0.12 \| Depth to bedrock \|0.35

\| \| \| \| Slope \|0.82 \| \|

\| \| \| \| \| \| \|

Shale outcrop\-\-\-\-\-\--\| 40 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

53: \| \| \| \| \| \| \|

Kim\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

54: \| \| \| \| \| \| \|

Kim\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

55: \| \| \| \| \| \| \|

Kim\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

56: \| \| \| \| \| \| \|

Kim\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Thedalund\-\-\-\-\-\-\-\-\-\--\| 35 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Depth to bedrock \|0.00 \| Slope \|0.63

\| \| organic matter \| \| Low strength \|0.00 \| Depth to bedrock
\|0.79

\| \| Depth to bedrock \|0.79 \| Shrink-swell \|0.87 \| Rock fragments
\|0.97

\| \| Droughty \|0.98 \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

57: \| \| \| \| \| \| \|

Kirtley\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Depth to bedrock \|0.21 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.21

\| \| Droughty \|0.74 \| Low strength \|0.00 \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

58: \| \| \| \| \| \| \|

Kirtley\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Fair \| \|Poor \| \|Fair \|

\| \| Depth to bedrock \|0.21 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.21

\| \| Droughty \|0.74 \| Low strength \|0.00 \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Purner\-\-\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| \| \| \| \| \|

59: \| \| \| \| \| \| \|

Laporte\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Carbonate content\|0.00 \| Low strength \|0.00 \| Carbonate
content\|0.08

\| \| Depth to bedrock \|0.00 \| \| \| \|

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 35 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

60: \| \| \| \| \| \| \|

Larim\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Low strength \|0.00 \| Hard to reclaim \|0.00

\| \| Low content of \|0.12 \| Slope \|0.08 \| Rock fragments \|0.00

\| \| organic matter \| \| \| \| Slope \|0.

\| \| Too sandy \|0.30 \| \| \| Too sandy \|0.30

\| \| \| \| \| \| \|

61: \| \| \| \| \| \| \|

Larimer\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| \| \| \|

\| \| Droughty \|0.94 \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

62: \| \| \| \| \| \| \|

Larimer\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| \| \| \|

\| \| Droughty \|0.94 \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Stoneham\-\-\-\-\-\-\-\-\-\-\--\| 25 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.50

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

63: \| \| \| \| \| \| \|

Longmont\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| Sodium content \|0.00 \| Shrink-swell \|0.12 \| Sodium content
\|0.00

\| \| \| \| Depth to \|0.76 \| Salinity \|0.00

\| \| \| \| saturated zone \| \| Depth to \|0.76

\| \| \| \| \| \| saturated zone \|

\| \| \| \| \| \| \|

64: \| \| \| \| \| \| \|

Loveland\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| Depth to \|0.76 \| Depth to \|0.76

\| \| \| \| saturated zone \| \| saturated zone \|

\| \| \| \| \| \| \|

65: \| \| \| \| \| \| \|

Midway\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Depth to bedrock \|0.00 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.00

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| Droughty \|0.01 \| Shrink-swell \|0.12 \| Slope \|0.00

\| \| Low content of \|0.12 \| \| \| Sodium content \|0.60

\| \| organic matter \| \| \| \| Salinity \|0.88

\| \| Sodium content \|0.60 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

66: \| \| \| \| \| \| \|

Minnequa\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Depth to bedrock \|0.00 \| Carbonate
content\|0.68

\| \| organic matter \| \| Low strength \|0.00 \| Depth to bedrock
\|0.84

\| \| Carbonate content\|0.68 \| \| \| Sodium content \|0.98

\| \| Depth to bedrock \|0.84 \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| Droughty \|0.96 \| \| \| \|

\| \| Sodium content \|0.97 \| \| \| \|

\| \| \| \| \| \| \|

67: \| \| \| \| \| \| \|

Minnequa\-\-\-\-\-\-\-\-\-\-\--\| 55 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Depth to bedrock \|0.00 \| Carbonate
content\|0.68

\| \| organic matter \| \| Low strength \|0.00 \| Depth to bedrock
\|0.84

\| \| Carbonate content\|0.68 \| \| \| Sodium content \|0.98

\| \| Depth to bedrock \|0.84 \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| Droughty \|0.96 \| \| \| \|

\| \| Sodium content \|0.97 \| \| \| \|

\| \| \| \| \| \| \|

Laporte\-\-\-\-\-\-\-\-\-\-\-\--\| 30 \|Not rated \| \|Not rated \|
\|Poor \|

\| \| \| \| \| \| \|

68: \| \| \| \| \| \| \|

Miracle\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Poor \|

\| \| Droughty \|0.08 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.10 \| Low strength \|0.00 \| Depth to bedrock
\|0.10

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

69: \| \| \| \| \| \| \|

Naz\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.50

\| \| organic matter \| \| \| \| Hard to reclaim \|0.68

\| \| Droughty \|0.26 \| \| \| \|

\| \| Too acid \|0.97 \| \| \| \|

\| \| \| \| \| \| \|

70: \| \| \| \| \| \| \|

Naz\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Slope \|0.04

\| \| organic matter \| \| \| \| Rock fragments \|0.50

\| \| Droughty \|0.26 \| \| \| Hard to reclaim \|0.68

\| \| Too acid \|0.97 \| \| \| \|

\| \| \| \| \| \| \|

71: \| \| \| \| \| \| \|

Nelson\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Fair \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.16

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| Depth to bedrock \|0.16 \| \| \| \|

\| \| \| \| \| \| \|

72: \| \| \| \| \| \| \|

Newfork\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Poor \|

\| \| Droughty \|0.02 \| Low strength \|0.00 \| Hard to reclaim \|0.00

\| \| Too sandy \|0.08 \| Depth to \|0.00 \| Rock fragments \|0.00

\| \| Low content of \|0.50 \| saturated zone \| \| Depth to \|0.00

\| \| organic matter \| \| \| \| saturated zone \|

\| \| \| \| \| \| Too sandy \|0.08

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

73: \| \| \| \| \| \| \|

Nunn\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| \| \| Shrink-swell \|0.12 \| \|

\| \| \| \| \| \| \|

74: \| \| \| \| \| \| \|

Nunn\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| \| \| Shrink-swell \|0.12 \| \|

\| \| \| \| \| \| \|

75: \| \| \| \| \| \| \|

Nunn\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| \| \| Shrink-swell \|0.12 \| \|

\| \| \| \| \| \| \|

76: \| \| \| \| \| \| \|

Nunn, wet\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| \| \| Shrink-swell \|0.49 \| Depth to \|0.89

\| \| \| \| Depth to \|0.89 \| saturated zone \|

\| \| \| \| saturated zone \| \| \|

\| \| \| \| \| \| \|

77: \| \| \| \| \| \| \|

Otero\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

78: \| \| \| \| \| \| \|

Otero\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

79: \| \| \| \| \| \| \|

Otero\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 80 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

80: \| \| \| \| \| \| \|

Otero\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 50 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Slope \|0.96

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| Rock fragments \|0.97

\| \| \| \| \| \| \|

Nelson\-\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.03 \| Low strength \|0.00 \| Depth to bedrock
\|0.03

\| \| Low content of \|0.12 \| Slope \|0.68 \| Rock fragments \|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

81: \| \| \| \| \| \| \|

Paoli\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Good \| \|Poor \| \|Good \|

\| \| \| \| Low strength \|0.00 \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

82: \| \| \| \| \| \| \|

Pendergrass\-\-\-\-\-\-\-\--\| 50 \|Poor \| \|Poor \| \|Poor \|

\| \| Stone content \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Droughty \|0.00 \| Low strength \|0.00 \| Depth to bedrock \|0.00

\| \| Depth to bedrock \|0.00 \| Stone content \|0.00 \| Rock fragments
\|0.00

\| \| Low content of \|0.12 \| Slope \|0.50 \| \|

\| \| organic matter \| \| Cobble content \|0.94 \| \|

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 35 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

83: \| \| \| \| \| \| \|

Pinata\-\-\-\-\-\-\-\-\-\-\-\-\--\| 50 \|Poor \| \|Poor \| \|Poor \|

\| \| Stone content \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| Too clayey \|0.00 \| Stone content \|0.00 \| Hard to reclaim
\|0.00

\| \| Droughty \|0.03 \| Slope \|0.00 \| Rock fragments \|0.00

\| \| Cobble content \|0.83 \| Depth to bedrock \|0.04 \| Too clayey
\|0.00

\| \| Low content of \|0.88 \| Cobble content \|0.05 \| \|

\| \| organic matter \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 35 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

84: \| \| \| \| \| \| \|

Poudre\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Depth to \|0.53

\| \| organic matter \| \| Depth to \|0.53 \| saturated zone \|

\| \| Sodium content \|0.97 \| saturated zone \| \| Sodium content
\|0.98

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

85: \| \| \| \| \| \| \|

Purner\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| \|

\| \| \| \| \| \| \|

86: \| \| \| \| \| \| \|

Purner\-\-\-\-\-\-\-\-\-\-\-\-\--\| 55 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 30 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

87: \| \| \| \| \| \| \|

Ratake\-\-\-\-\-\-\-\-\-\-\-\-\--\| 60 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.00 \| Slope \|0.00 \| Depth to bedrock \|0.00

\| \| \| \| Low strength \|0.00 \| Rock fragments \|0.00

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 30 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

88: \| \| \| \| \| \| \|

Redfeather\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| Too acid \|0.84 \| Slope \|0.00 \| Rock fragments \|0.88

\| \| Low content of \|0.88 \| \| \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

89: \| \| \| \| \| \| \|

Renohill\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Depth to bedrock \|0.00 \| Too clayey \|0.00

\| \| Depth to bedrock \|0.46 \| Low strength \|0.00 \| Depth to bedrock
\|0.46

\| \| Low content of \|0.88 \| Shrink-swell \|0.53 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Droughty \|0.88 \| \| \| \|

\| \| \| \| \| \| \|

90: \| \| \| \| \| \| \|

Renohill\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Depth to bedrock \|0.00 \| Too clayey \|0.00

\| \| Depth to bedrock \|0.46 \| Low strength \|0.00 \| Depth to bedrock
\|0.46

\| \| Low content of \|0.88 \| Shrink-swell \|0.53 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Droughty \|0.88 \| \| \| \|

\| \| \| \| \| \| \|

91: \| \| \| \| \| \| \|

Renohill\-\-\-\-\-\-\-\-\-\-\--\| 55 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Depth to bedrock \|0.00 \| Too clayey \|0.00

\| \| Depth to bedrock \|0.29 \| Low strength \|0.00 \| Depth to bedrock
\|0.29

\| \| Droughty \|0.71 \| Shrink-swell \|0.48 \| \|

\| \| Low content of \|0.88 \| \| \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

91: \| \| \| \| \| \| \|

Midway\-\-\-\-\-\-\-\-\-\-\-\-\--\| 30 \|Poor \| \|Poor \| \|Poor \|

\| \| Depth to bedrock \|0.00 \| Depth to bedrock \|0.00 \| Depth to
bedrock \|0.00

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| Droughty \|0.01 \| Shrink-swell \|0.12 \| Slope \|0.37

\| \| Low content of \|0.12 \| \| \| Sodium content \|0.60

\| \| organic matter \| \| \| \| Salinity \|0.88

\| \| Sodium content \|0.60 \| \| \| \|

\| \| \| \| \| \| \|

92: \| \| \| \| \| \| \|

Riverwash\-\-\-\-\-\-\-\-\-\--\|100 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Low strength \|0.00 \| Rock fragments \|0.00

\| \| Low content of \|0.12 \| \| \| Hard to reclaim \|0.02

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

93: \| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\|100 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

94: \| \| \| \| \| \| \|

Satanta\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

95: \| \| \| \| \| \| \|

Satanta\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

96: \| \| \| \| \| \| \|

Satanta\-\-\-\-\-\-\-\-\-\-\-\--\| 80 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

97: \| \| \| \| \| \| \|

Satanta, gullied\-\-\--\| 90 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

98: \| \| \| \| \| \| \|

Satanta Variant\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

99: \| \| \| \| \| \| \|

Schofield\-\-\-\-\-\-\-\-\-\--\| 40 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Slope \|0.00

\| \| organic matter \| \| \| \| Depth to bedrock \|0.29

\| \| Depth to bedrock \|0.29 \| \| \| \|

\| \| Too acid \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Redfeather\-\-\-\-\-\-\-\-\--\| 30 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| Too acid \|0.84 \| \| \| Rock fragments \|0.88

\| \| Low content of \|0.88 \| \| \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

99: \| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 20 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

100: \| \| \| \| \| \| \|

Stoneham\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| Shrink-swell \|0.87 \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

101: \| \| \| \| \| \| \|

Stoneham\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| Shrink-swell \|0.87 \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

102: \| \| \| \| \| \| \|

Stoneham\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| Shrink-swell \|0.87 \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

103: \| \| \| \| \| \| \|

Stoneham\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| Shrink-swell \|0.87 \| \|

\| \| Water erosion \|0.99 \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

104: \| \| \| \| \| \| \|

Sunshine\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Stone content \|0.00 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| Droughty \|0.00 \| Stone content \|0.00 \| Rock fragments \|0.28

\| \| Low content of \|0.12 \| Cobble content \|0.78 \| Slope \|0.84

\| \| organic matter \| \| \| \| \|

\| \| Cobble content \|0.98 \| \| \| \|

\| \| \| \| \| \| \|

105: \| \| \| \| \| \| \|

Table Mountain\-\-\-\-\--\| 85 \|Good \| \|Poor \| \|Good \|

\| \| \| \| Low strength \|0.00 \| \|

\| \| \| \| \| \| \|

106: \| \| \| \| \| \| \|

Tassel\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Slope \|0.04

\| \| \| \| \| \| \|

107: \| \| \| \| \| \| \|

Thedalund\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| Low strength \|0.00 \| Depth to bedrock
\|0.97

\| \| Depth to bedrock \|0.97 \| Shrink-swell \|0.87 \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

108: \| \| \| \| \| \| \|

Thedalund\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.12 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.97

\| \| organic matter \| \| Low strength \|0.00 \| Depth to bedrock
\|0.97

\| \| Depth to bedrock \|0.97 \| Shrink-swell \|0.87 \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

109: \| \| \| \| \| \| \|

Thiel\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Fair \| \|Poor \| \|Poor \|

\| \| Droughty \|0.01 \| Low strength \|0.00 \| Hard to reclaim \|0.00

\| \| Low content of \|0.12 \| \| \| Rock fragments \|0.00

\| \| organic matter \| \| \| \| Slope \|0.00

\| \| \| \| \| \| \|

110: \| \| \| \| \| \| \|

Tine\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Poor \| \|Poor \| \|Poor \|

\| \| Too sandy \|0.00 \| Low strength \|0.00 \| Too sandy \|0.00

\| \| Stone content \|0.00 \| Stone content \|0.00 \| Rock fragments
\|0.00

\| \| Droughty \|0.00 \| Cobble content \|0.05 \| Hard to reclaim \|0.00

\| \| Low content of \|0.12 \| \| \| \|

\| \| organic matter \| \| \| \| \|

\| \| Cobble content \|0.74 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

111: \| \| \| \| \| \| \|

Tine\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Poor \| \|Poor \| \|Poor \|

\| \| Too sandy \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| Stone content \|0.00 \| Cobble content \|0.00 \| Too sandy \|0.00

\| \| Droughty \|0.00 \| Slope \|0.00 \| Rock fragments \|0.00

\| \| Low content of \|0.12 \| Stone content \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| \| \| \|

\| \| Cobble content \|0.50 \| \| \| \|

\| \| \| \| \| \| \|

112: \| \| \| \| \| \| \|

Trag\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Fair \| \|Poor \| \|Fair \|

\| \| Water erosion \|0.99 \| Low strength \|0.00 \| Hard to reclaim
\|0.95

\| \| \| \| \| \| Rock fragments \|0.95

\| \| \| \| \| \| \|

Moen\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Fair \| \|Poor \| \|Poor \|

\| \| Depth to bedrock \|0.05 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Droughty \|0.15 \| Low strength \|0.00 \| Depth to bedrock \|0.05

\| \| \| \| Slope \|0.50 \| Rock fragments \|0.28

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

113: \| \| \| \| \| \| \|

Ulm\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| Low content of \|0.88 \| Shrink-swell \|0.72 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

114: \| \| \| \| \| \| \|

Ulm\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Fair \|

\| \| Too clayey \|0.32 \| Low strength \|0.00 \| Too clayey \|0.23

\| \| Low content of \|0.88 \| Shrink-swell \|0.78 \| Rock fragments
\|0.97

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

115: \| \| \| \| \| \| \|

Weld\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Poor \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.00 \| Low strength \|0.00 \| Too clayey \|0.00

\| \| Low content of \|0.88 \| Shrink-swell \|0.99 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

116: \| \| \| \| \| \| \|

Wetmore\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| Low content of \|0.12 \| Slope \|0.08 \| Slope \|0.00

\| \| organic matter \| \| \| \| \|

\| \| Too acid \|0.97 \| \| \| \|

\| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 25 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| Slope \|0.08 \| Slope \|0.00

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

116: \| \| \| \| \| \| \|

Moen\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 25 \|Fair \| \|Poor \| \|Poor \|

\| \| Depth to bedrock \|0.05 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Droughty \|0.15 \| Low strength \|0.00 \| Depth to bedrock \|0.05

\| \| \| \| Slope \|0.82 \| Rock fragments \|0.28

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

117: \| \| \| \| \| \| \|

Wetmore\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| Low content of \|0.12 \| Slope \|0.08 \| Slope \|0.00

\| \| organic matter \| \| \| \| \|

\| \| Too acid \|0.97 \| \| \| \|

\| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 30 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| Slope \|0.08 \| Slope \|0.00

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 25 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

118: \| \| \| \| \| \| \|

Wiley\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

119: \| \| \| \| \| \| \|

Wiley\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

120: \| \| \| \| \| \| \|

Ascalon\-\-\-\-\-\-\-\-\-\-\-\--\| 85 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.82 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

121: \| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 55 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| Shrink-swell \|0.97 \| \|

\| \| \| \| \| \| \|

Boyle, thin solum\-\--\| 40 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| \| \| \|

122: \| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| Shrink-swell \|0.87 \| Slope \|0.84

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 30 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

122: \| \| \| \| \| \| \|

Cathedral\-\-\-\-\-\-\-\-\-\--\| 20 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| \| \| Slope \|0.00

\| \| \| \| \| \| \|

123: \| \| \| \| \| \| \|

Cathedral\-\-\-\-\-\-\-\-\-\--\| 50 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Rock fragments
\|0.00

\| \| \| \| Slope \|0.50 \| Slope \|0.00

\| \| \| \| \| \| \|

Boyle\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Rock fragments
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| Slope \|0.50 \| Slope \|0.00

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

124: \| \| \| \| \| \| \|

Evanston\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

125: \| \| \| \| \| \| \|

Evanston\-\-\-\-\-\-\-\-\-\-\--\| 60 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Hard to reclaim
\|0.98

\| \| organic matter \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

125: \| \| \| \| \| \| \|

Ipson\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 25 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| Shrink-swell \|0.98 \| Rock fragments \|0.00

\| \| \| \| \| \| Slope \|0.16

\| \| \| \| \| \| \|

126: \| \| \| \| \| \| \|

Ipson\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 50 \|Fair \| \|Poor \| \|Poor \|

\| \| Droughty \|0.68 \| Low strength \|0.00 \| Hard to reclaim \|0.00

\| \| Low content of \|0.88 \| Slope \|0.50 \| Rock fragments \|0.00

\| \| organic matter \| \| \| \| Slope \|0.00

\| \| \| \| \| \| \|

Evanston\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Fair \| \|Poor \| \|Fair \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Slope \|0.63

\| \| organic matter \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

127: \| \| \| \| \| \| \|

Ipson\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 50 \|Fair \| \|Poor \| \|Poor \|

\| \| Droughty \|0.79 \| Low strength \|0.00 \| Slope \|0.00

\| \| Low content of \|0.88 \| Slope \|0.08 \| Hard to reclaim \|0.00

\| \| organic matter \| \| \| \| Rock fragments \|0.00

\| \| \| \| \| \| \|

Trimad\-\-\-\-\-\-\-\-\-\-\-\-\--\| 30 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Slope \|0.00

\| \| organic matter \| \| Slope \|0.00 \| Hard to reclaim \|0.00

\| \| Droughty \|0.40 \| \| \| Rock fragments \|0.00

\| \| Carbonate content\|0.92 \| \| \| Carbonate content\|0.92

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

128: \| \| \| \| \| \| \|

Merden, cool\-\-\-\-\-\-\--\| 60 \|Fair \| \|Poor \| \|Poor \|

\| \| Too clayey \|0.88 \| Low strength \|0.00 \| Depth to \|0.00

\| \| Low content of \|0.88 \| Depth to \|0.00 \| saturated zone \|

\| \| organic matter \| \| saturated zone \| \| Too clayey \|0.63

\| \| Water erosion \|0.90 \| Shrink-swell \|0.76 \| \|

\| \| \| \| \| \| \|

Kovich\-\-\-\-\-\-\-\-\-\-\-\-\--\| 35 \|Good \| \|Poor \| \|Poor \|

\| \| \| \| Low strength \|0.00 \| Depth to \|0.00

\| \| \| \| Depth to \|0.00 \| saturated zone \|

\| \| \| \| saturated zone \| \| Hard to reclaim \|0.50

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

129: \| \| \| \| \| \| \|

Poposhia\-\-\-\-\-\-\-\-\-\-\--\| 50 \|Fair \| \|Poor \| \|Good \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.90 \| \| \| \|

\| \| \| \| \| \| \|

Trimad\-\-\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Hard to reclaim
\|0.00

\| \| organic matter \| \| \| \| Rock fragments \|0.00

\| \| Carbonate content\|0.32 \| \| \| Carbonate content\|0.32

\| \| Droughty \|0.86 \| \| \| Slope \|0.63

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

130: \| \| \| \| \| \| \|

Redthayne\-\-\-\-\-\-\-\-\-\--\| 40 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.88 \| Low strength \|0.00 \| Slope \|0.00

\| \| organic matter \| \| Slope \|0.08 \| Hard to reclaim \|0.00

\| \| Droughty \|0.99 \| \| \| Rock fragments \|0.00

\| \| \| \| \| \| \|

Tyzak\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 30 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Rock fragments
\|0.00

\| \| Carbonate content\|0.68 \| Slope \|0.00 \| Depth to bedrock \|0.00

\| \| Low content of \|0.88 \| Shrink-swell \|0.87 \| Carbonate
content\|0.68

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 20 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

131: \| \| \| \| \| \| \|

Tieside, north \| \| \| \| \| \| \|

slopes\-\-\-\-\-\-\-\-\-\-\-\--\| 70 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Depth to bedrock
\|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Slope \|0.00

\| \| Low content of \|0.12 \| Slope \|0.00 \| Carbonate content\|0.68

\| \| organic matter \| \| \| \| \|

\| \| Carbonate content\|0.68 \| \| \| \|

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 20 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

132: \| \| \| \| \| \| \|

Trimad\-\-\-\-\-\-\-\-\-\-\-\-\--\| 45 \|Fair \| \|Poor \| \|Poor \|

\| \| Low content of \|0.12 \| Low strength \|0.00 \| Slope \|0.00

\| \| organic matter \| \| Slope \|0.00 \| Hard to reclaim \|0.00

\| \| Carbonate content\|0.92 \| \| \| Rock fragments \|0.00

\| \| Droughty \|0.98 \| \| \| Carbonate content\|0.92

\| \| \| \| \| \| \|

Blazon, thin solum\--\| 30 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.00 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| Low content of \|0.88 \| Slope \|0.00 \| \|

\| \| organic matter \| \| \| \| \|

\| \| Water erosion \|0.99 \| \| \| \|

\| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 20 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

133: \| \| \| \| \| \| \|

Tyzak\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 40 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.00 \| Slope \|0.00 \| Rock fragments \|0.00

\| \| Carbonate content\|0.68 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| Low content of \|0.88 \| Shrink-swell \|0.87 \| Carbonate
content\|0.68

\| \| organic matter \| \| \| \| \|

\| \| \| \| \| \| \|

Tyzak, thin solum\-\--\| 30 \|Poor \| \|Poor \| \|Poor \|

\| \| Droughty \|0.00 \| Depth to bedrock \|0.00 \| Slope \|0.00

\| \| Depth to bedrock \|0.00 \| Slope \|0.00 \| Rock fragments \|0.00

\| \| Carbonate content\|0.97 \| Low strength \|0.00 \| Depth to bedrock
\|0.00

\| \| \| \| \| \| Carbonate content\|0.97

\| \| \| \| \| \| \|

Table ENG-2.\--Construction Materials\--Continued

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| \| \|

Map symbol \|Pct.\| Potential source of \| Potential source of \|
Potential source of

and soil name \| of \| reclamation material \| roadfill \| topsoil

\|map \| \| \|

\|unit\| \| \|

\|
\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\| \| Rating class and \|Value\| Rating class and \|Value\| Rating class
and \|Value

\| \| limiting features \| \| limiting features \| \| limiting features
\|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_

\| \| \| \| \| \| \|

133: \| \| \| \| \| \| \|

Rock outcrop\-\-\-\-\-\-\--\| 20 \|Not rated \| \|Not rated \| \|Not
rated \|

\| \| \| \| \| \| \|

134: \| \| \| \| \| \| \|

Weed\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 90 \|Fair \| \|Poor \| \|Fair \|

\| \| Too clayey \|0.98 \| Low strength \|0.00 \| Too clayey \|0.86

\| \| \| \| Shrink-swell \|0.87 \| \|

\| \| \| \| \| \| \|

135: \| \| \| \| \| \| \|

Dam\-\-\-\-\-\-\-\-\-\-\-\-\-\-\-\--\|100 \|Not rated \| \|Not rated \|
\|Not rated \|

\| \| \| \| \| \| \|

136: \| \| \| \| \| \| \|

Water\-\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Not rated \| \|Not rated \|
\|Not rated \|

\| \| \| \| \| \| \|

137: \| \| \| \| \| \| \|

Playas\-\-\-\-\-\-\-\-\-\-\-\-\--\| 95 \|Not rated \| \|Not rated \|
\|Not rated \|

\| \| \| \| \| \| \|

\| \| \| \| \| \| \|

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_\|\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\|\_\_\_\_\_