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

________________________________________________________________________________________________________<br />

| | | |<br />

|Pct.| Hazard <strong>of</strong> <strong>of</strong>f-road | Hazard <strong>of</strong> erosion | Suitability for roads<br />

Map symbol | <strong>of</strong> | or <strong>of</strong>f-trail erosion | on roads and trails | (natural surface)<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 />

Ne: | | | | | | |<br />

Nelse---------------| 80 |Moderate | |Severe | |Poorly suited |<br />

| | Slope |0.50 | Slope |0.95 | Flooding |1.00<br />

| | Erodibility |0.50 | Erodibility |0.95 | Slope |1.00<br />

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

| | | | | | |<br />

Or: | | | | | | |<br />

Orrville------------| 80 |Slight | |Slight | |Poorly suited |<br />

| | | | | | Flooding |1.00<br />

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

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

| | | | | | |<br />

PvE: | | | | | | |<br />

Pineville-----------| 70 |Moderate | |Severe | |Poorly suited |<br />

| | Slope |0.50 | Slope |0.95 | Slope |1.00<br />

| | Erodibility |0.50 | Erodibility |0.95 | Rock fragments |0.50<br />

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

| | | | | | |<br />

RmF: | | | | | | |<br />

Rayne---------------| 60 |Severe | |Severe | |Poorly suited |<br />

| | Slope |0.75 | Slope |0.95 | Slope |1.00<br />

| | Erodibility |0.75 | Erodibility |0.95 | Low strength |0.50<br />

| | | | | | |<br />

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

| | Slope |0.75 | Slope |0.95 | Slope |1.00<br />

| | Erodibility |0.75 | Erodibility |0.95 | |<br />

| | | | | | |<br />

Sc: | | | | | | |<br />

Senecaville---------| 90 |Slight | |Slight | |Poorly suited |<br />

| | | | | | Flooding |1.00<br />

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

| | | | | | |<br />

SeA: | | | | | | |<br />

Sensabaugh----------| 80 |Slight | |Slight | |Poorly suited |<br />

| | | | | | Flooding |1.00<br />

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

| | | | | | |<br />

SfB: | | | | | | |<br />

Sensabaugh----------| 80 |Slight | |Moderate | |Moderately suited |<br />

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

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

| | | | | | |<br />

ShF: | | | | | | |<br />

Sharpcrest----------| 50 |Very severe | |Severe | |Poorly suited |<br />

| | Slope |0.95 | Slope |0.95 | Slope |1.00<br />

| | Erodibility |0.95 | Erodibility |0.95 | Rock fragments |1.00<br />

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

| | | | | | |<br />

Hazleton------------| 25 |Very severe | |Severe | |Poorly suited |<br />

| | Slope |0.95 | Slope |0.95 | Slope |1.00<br />

| | Erodibility |0.95 | Erodibility |0.95 | Rock fragments |1.00<br />

| | | | | | |<br />

SkC: | | | | | | |<br />

Shelocta------------| 60 |Slight | |Severe | |Moderately suited |<br />

| | | | Slope |0.95 | Slope |0.50<br />

| | | | Erodibility |0.95 | |<br />

| | | | | | |<br />

Beech---------------| 30 |Slight | |Severe | |Moderately suited |<br />

| | | | Slope |0.95 | Slope |0.50<br />

| | | | Erodibility |0.95 | Low strength |0.50<br />

| | | | | | |<br />

314

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