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Soil Survey of Lincoln County, West Virginia - Soil Data Mart - US ...

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<strong>Soil</strong> <strong>Survey</strong> <strong>of</strong> <strong>Lincoln</strong> <strong>County</strong>, <strong>West</strong> <strong>Virginia</strong><br />

Table 10d.--Forestland Management--Continued<br />

____________________________________________________________________________________<br />

| | |<br />

|Pct.| Suitability for mechanical | Suitability for mechanical<br />

Map symbol | <strong>of</strong> | site preparation (surface) | site preparation (deep)<br />

and soil name |map |____________________________|____________________________<br />

|unit| Rating class and |Value| Rating class and |Value<br />

| | limiting features | | limiting features |<br />

_____________________|____|______________________|_____|______________________|_____<br />

| | | | |<br />

DlE: | | | | |<br />

Dormont-------------| 50 |Poorly suited | |Poorly suited |<br />

| | Slope |0.50 | Slope |0.50<br />

| | | | |<br />

Latham--------------| 25 |Poorly suited | |Poorly suited |<br />

| | Slope |0.50 | Slope |0.50<br />

| | | | |<br />

GiD: | | | | |<br />

Gilpin--------------| 70 |Poorly suited | |Unsuited |<br />

| | Slope |0.50 | Restrictive layer |1.00<br />

| | | | Slope |0.50<br />

| | | | |<br />

GiE: | | | | |<br />

Gilpin--------------| 80 |Poorly suited | |Unsuited |<br />

| | Slope |0.50 | Restrictive layer |1.00<br />

| | | | Slope |0.50<br />

| | | | |<br />

GlF: | | | | |<br />

Gilpin--------------| 70 |Unsuited | |Unsuited |<br />

| | Slope |1.00 | Restrictive layer |1.00<br />

| | | | Slope |1.00<br />

| | | | |<br />

GmE: | | | | |<br />

Gilpin--------------| 40 |Poorly suited | |Unsuited |<br />

| | Slope |0.50 | Restrictive layer |1.00<br />

| | | | Slope |0.50<br />

| | | | |<br />

Matewan-------------| 35 |Poorly suited | |Poorly suited |<br />

| | Slope |0.50 | Slope |0.50<br />

| | | | |<br />

GpC: | | | | |<br />

Gilpin--------------| 55 |Well suited | |Unsuited |<br />

| | | | Restrictive layer |1.00<br />

| | | | |<br />

Upshur--------------| 25 |Poorly suited | |Well suited |<br />

| | Stickiness |0.50 | |<br />

| | High plasticity index|0.50 | |<br />

| | | | |<br />

GpD: | | | | |<br />

Gilpin--------------| 55 |Poorly suited | |Unsuited |<br />

| | Slope |0.50 | Restrictive layer |1.00<br />

| | | | Slope |0.50<br />

| | | | |<br />

Upshur--------------| 25 |Poorly suited | |Poorly suited |<br />

| | Slope |0.50 | Slope |0.50<br />

| | Stickiness |0.50 | |<br />

| | High plasticity index|0.50 | |<br />

GpE: | | | | |<br />

Gilpin--------------| 50 |Poorly suited | |Unsuited |<br />

| | Slope |0.50 | Restrictive layer |1.00<br />

| | | | Slope |0.50<br />

| | | | |<br />

Upshur--------------| 20 |Poorly suited | |Poorly suited |<br />

| | Slope |0.50 | Slope |0.50<br />

| | Stickiness |0.50 | |<br />

| | High plasticity index|0.50 | |<br />

| | | | |<br />

GpF: | | | | |<br />

Gilpin--------------| 50 |Unsuited | |Unsuited |<br />

| | Slope |1.00 | Restrictive layer |1.00<br />

| | | | Slope |1.00<br />

| | | | |<br />

325

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