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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 10a.--Forestland Management--Continued<br />

________________________________________________________________________________________________________<br />

| | | |<br />

| | Limitations affecting | Suitability for | <strong>Soil</strong> rutting<br />

|Pct.| construction <strong>of</strong> haul | log landings | hazard<br />

Map symbol | <strong>of</strong> | roads and log landings | |<br />

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

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

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

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

| | | | | | |<br />

KmF: | | | | | | |<br />

Cedarcreek----------| 25 |Severe | |Poorly suited | |Moderate |<br />

| | Slope |1.00 | Slope |1.00 | Low strength |0.50<br />

| | Stoniness |0.50 | Rock fragments |0.50 | |<br />

| | | | | | |<br />

Matewan-------------| 20 |Severe | |Poorly suited | |Severe |<br />

| | Slope |1.00 | Slope |1.00 | Low strength |1.00<br />

| | Stoniness |0.50 | Rock fragments |0.50 | |<br />

| | | | | | |<br />

LgC: | | | | | | |<br />

Latham--------------| 55 |Moderate | |Moderately suited | |Severe |<br />

| | Low strength |0.50 | Slope |0.50 | Low strength |1.00<br />

| | | | Low strength |0.50 | |<br />

| | | | | | |<br />

Gilpin--------------| 30 |Moderate | |Moderately suited | |Severe |<br />

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

| | Low strength |0.50 | Low strength |0.50 | |<br />

| | | | | | |<br />

LgD: | | | | | | |<br />

Latham--------------| 40 |Moderate | |Poorly suited | |Severe |<br />

| | Slope |0.50 | Slope |1.00 | Low strength |1.00<br />

| | | | Low strength |0.50 | |<br />

| | | | | | |<br />

Gilpin--------------| 35 |Moderate | |Poorly suited | |Severe |<br />

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

| | Slope |0.50 | Low strength |0.50 | |<br />

| | | | | | |<br />

LiD: | | | | | | |<br />

Lily----------------| 70 |Moderate | |Poorly suited | |Moderate |<br />

| | Slope |0.50 | Slope |1.00 | Low strength |0.50<br />

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

| | | | | | |<br />

LiE: | | | | | | |<br />

Lily----------------| 75 |Moderate | |Poorly suited | |Moderate |<br />

| | Slope |0.50 | Slope |1.00 | Low strength |0.50<br />

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

| | | | | | |<br />

Lo: | | | | | | |<br />

Lobdell-------------| 75 |Severe | |Poorly suited | |Severe |<br />

| | Flooding |1.00 | Flooding |1.00 | Low strength |1.00<br />

| | Low strength |0.50 | Low strength |0.50 | |<br />

| | | | | | |<br />

MlE: | | | | | | |<br />

Matewan-------------| 45 |Moderate | |Poorly suited | |Severe |<br />

| | Slope |0.50 | Slope |1.00 | Low strength |1.00<br />

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

| | | | | | |<br />

Latham--------------| 30 |Moderate | |Poorly suited | |Severe |<br />

| | Slope |0.50 | Slope |1.00 | Low strength |1.00<br />

| | | | Low strength |0.50 | |<br />

| | | | | | |<br />

MPF: | | | | | | |<br />

Matewan-------------| 50 |Severe | |Poorly suited | |Severe |<br />

| | Slope |1.00 | Slope |1.00 | Low strength |1.00<br />

| | Stoniness |0.50 | Rock fragments |0.50 | |<br />

| | | | | | |<br />

Pineville-----------| 25 |Severe | |Poorly suited | |Severe |<br />

| | Slope |1.00 | Slope |1.00 | Low strength |1.00<br />

| | Stoniness |0.50 | Rock fragments |0.50 | |<br />

| | Low strength |0.50 | Low strength |0.50 | |<br />

| | | | | | |<br />

305

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