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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 15b.--Construction Materials<br />

(The information in this table indicates the dominant soil condition but does not eliminate the need for<br />

onsite investigation. The numbers in the value columns range from 0.00 to 0.99. The smaller the<br />

value, the greater the limitation. See text for further explanation <strong>of</strong> ratings in this table.)<br />

________________________________________________________________________________________________________<br />

| | | |<br />

|Pct.| Potential source <strong>of</strong> | Potential source <strong>of</strong> | Potential source <strong>of</strong><br />

Map symbol | <strong>of</strong> | reclamation material | roadfill | topsoil<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 />

AgB: | | | | | | |<br />

Allegheny-----------| 90 |Fair | |Fair | |Fair |<br />

| | Organic matter |0.12 | Depth to bedrock |0.58 | Too clayey |0.48<br />

| | content low | | | | Too acid |0.59<br />

| | Too acid |0.50 | | | Hard to reclaim |0.88<br />

| | Too clayey |0.82 | | | (rock fragments)|<br />

| | | | | | |<br />

AgC: | | | | | | |<br />

Allegheny-----------| 90 |Fair | |Fair | |Fair |<br />

| | Organic matter |0.12 | Depth to bedrock |0.58 | Slope |0.37<br />

| | content low | | | | Too clayey |0.48<br />

| | Too acid |0.50 | | | Too acid |0.59<br />

| | Too clayey |0.82 | | | |<br />

| | | | | | |<br />

BeD: | | | | | | |<br />

Beech---------------| 80 |Fair | |Fair | |Poor |<br />

| | Organic matter |0.12 | Slope |0.50 | Slope |0.00<br />

| | content low | | Wetness depth |0.73 | Hard to reclaim |0.00<br />

| | Too acid |0.54 | Shrink-swell |0.94 | (rock fragments)|<br />

| | Too clayey |0.92 | | | Rock fragments |0.00<br />

| | | | | | |<br />

BeE: | | | | | | |<br />

Beech---------------| 70 |Fair | |Poor | |Poor |<br />

| | Organic matter |0.12 | Slope |0.00 | Slope |0.00<br />

| | content low | | Wetness depth |0.73 | Hard to reclaim |0.00<br />

| | Too acid |0.54 | Shrink-swell |0.94 | (rock fragments)|<br />

| | Too clayey |0.92 | | | Rock fragments |0.00<br />

| | | | | | |<br />

BSF: | | | | | | |<br />

Berks---------------| 40 |Poor | |Poor | |Poor |<br />

| | Droughty |0.00 | Slope |0.00 | Rock fragments |0.00<br />

| | Organic matter |0.18 | Depth to bedrock |0.00 | Slope |0.00<br />

| | content low | | | | Depth to bedrock |0.35<br />

| | Depth to bedrock |0.35 | | | Too acid |0.59<br />

| | Too acid |0.50 | | | |<br />

| | | | | | |<br />

Shelocta------------| 35 |Fair | |Poor | |Poor |<br />

| | Too acid |0.08 | Slope |0.00 | Slope |0.00<br />

| | Organic matter |0.68 | | | Rock fragments |0.00<br />

| | content low | | | | Hard to reclaim |0.05<br />

| | Too clayey |0.82 | | | (rock fragments)|<br />

| | | | | | Too acid |0.50<br />

| | | | | | Too clayey |0.56<br />

| | | | | | |<br />

CeF: | | | | | | |<br />

Cedarcreek----------| 70 |Fair | |Poor | |Poor |<br />

| | Organic matter |0.01 | Slope |0.00 | Slope |0.00<br />

| | content low | | Cobble content |0.00 | Hard to reclaim |0.00<br />

| | Cobble content |0.11 | | | (rock fragments)|<br />

| | Too acid |0.50 | | | Rock fragments |0.00<br />

| | | | | | |<br />

Rock outcrop--------| 15 |Not rated | |Not rated | |Not rated |<br />

| | | | | | |<br />

Ch: | | | | | | |<br />

Chagrin-------------| 75 |Fair | |Good | |Good |<br />

| | Organic matter |0.32 | | | |<br />

| | content low | | | | |<br />

| | Too acid |0.84 | | | |<br />

| | | | | | |<br />

401

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