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

________________________________________________________________________________________________________<br />

| | | |<br />

|Pct.| Suitability for | Suitability for | Suitability for use <strong>of</strong><br />

Map symbol | <strong>of</strong> | hand planting | mechanical planting | harvesting equipment<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 />

CuC: | | | | | | |<br />

Cotaco--------------| 40 |Well suited | |Moderately suited | |Moderately suited |<br />

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

| | | | | | Wetness |0.50<br />

| | | | | | |<br />

Urban land----------| 25 |Not rated | |Not rated | |Not rated |<br />

| | | | | | |<br />

DlD: | | | | | | |<br />

Dormont-------------| 45 |Well suited | |Poorly suited | |Moderately suited |<br />

| | | | Slope |0.75 | Low strength |0.50<br />

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

| | | | | | |<br />

Latham--------------| 35 |Moderately suited | |Poorly suited | |Moderately suited |<br />

| | Stickiness |0.50 | Slope |0.75 | Low strength |0.50<br />

| | High plasticity |0.50 | Rock fragments |0.50 | Slope |0.50<br />

| | index | | Stickiness |0.50 | |<br />

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

| | | | index | | |<br />

| | | | | | |<br />

DlE: | | | | | | |<br />

Dormont-------------| 50 |Well suited | |Unsuited | |Moderately suited |<br />

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

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

| | | | | | |<br />

Latham--------------| 25 |Moderately suited | |Unsuited | |Moderately suited |<br />

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

| | High plasticity |0.50 | Rock fragments |0.50 | Slope |0.50<br />

| | index | | Stickiness |0.50 | |<br />

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

| | | | index | | |<br />

| | | | | | |<br />

GiD: | | | | | | |<br />

Gilpin--------------| 70 |Well suited | |Poorly suited | |Moderately suited |<br />

| | | | Slope |0.75 | Low strength |0.50<br />

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

| | | | | | |<br />

GiE: | | | | | | |<br />

Gilpin--------------| 80 |Well suited | |Unsuited | |Moderately suited |<br />

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

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

| | | | | | |<br />

GlF: | | | | | | |<br />

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

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

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

| | | | | | |<br />

GmE: | | | | | | |<br />

Gilpin--------------| 40 |Well suited | |Unsuited | |Moderately suited |<br />

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

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

| | | | | | |<br />

Matewan-------------| 35 |Well suited | |Unsuited | |Moderately suited |<br />

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

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

| | | | | | |<br />

GpC: | | | | | | |<br />

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

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

| | | | | | |<br />

317

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