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PERMFILE134411
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PERMFILE134411
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Entry Properties
Last modified
8/24/2016 10:35:06 PM
Creation date
11/26/2007 2:16:01 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1987171
IBM Index Class Name
Permit File
Doc Date
11/4/1987
Doc Name
SUBMITTAL OF FOUNTAIN COLONY PIT APPLICATION
From
MARK A HEIFNER
To
MLR
Media Type
D
Archive
No
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SOILS ]4FOP,~9RTION <br />EXHIBIT I <br /> <br />SOILS INFORMATION <br />Soils on the Fountain Colony Pit site are not greatly varied, particularly <br />within the mining boundary. In general the soils can be divided into two large <br />groups associated with the the two distinct topographic types on the site. One <br />group would be associated with the upland areas (slopes and mesas). The other <br />group would be associated with the lower areas, generally below the gravel <br />deposit, but, to some extent, associated with affected lands. <br />The U. S. Soil Conservation Service's E1 Paso County Soil Survey shows 6 soil <br />series on the site. Most of the upland area is one series. Therefore, as would <br />be expected, the greatest variety of soils are found on the lower areas below the <br />gravel deposits. These lower soils are generally clays or clay loans. Above the <br />gravel deposits are generally found the sandy looms which lay on top of the gravel <br />deposits. Soils shown by the S.C.S. in their survey are as follows: <br />• UP AND AREAS: <br />1. Schamber-Razor Complex, 8-50`~ slopes (most of the area) <br />2. Stoneham sandy loam, 3-8$ slopes <br />~~$ AREAS: <br />1. Kim loam, 1-B~ slopes <br />2. Manzanola clay loam, 1-3$ slopes <br />3. Heldt clay loam, 0-3$ slopes <br />9. Ustic Torrifluvents, loamy <br />Figures 1 through 6 show typical cross-sections of each of these soils. The Ustic <br />Torrifluvents does not have a typical cross-section because of its extreme <br />variability. Following are brief discussions of each soil. This is followed by <br />the results of the field survey which was performed to define the on-site soils at <br />a scale which is more useful to reclamation planning. That section will be <br />followed by a discussion of recommended soil salvage depths, and a description of <br />• page 1 of 7 Exhibit I <br />
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