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2012-03-07_PERMIT FILE - C2010088 (16)
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2012-03-07_PERMIT FILE - C2010088 (16)
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Last modified
8/24/2016 4:54:49 PM
Creation date
3/8/2012 12:42:57 PM
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Template:
DRMS Permit Index
Permit No
C2010088
IBM Index Class Name
Permit File
Doc Date
3/7/2012
Doc Name
Soils Information
Section_Exhibit Name
Exhibit 07
Media Type
D
Archive
No
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3.1 Map Unit RW: Reed Wash Typic Torrifluvents, 0 to 2% slopes <br />Reed Wash is an ephemeral drainage that bisects the project area from northeast to <br />southwest and soon joins the Colorado River. Within the project area, Reed Wash is <br />incised about twenty feet below the adjacent alluvial plain, and will not be disturbed by <br />project activities. Reed Wash is composed of an active drainage channel as well as an <br />adjacent drainageway bottorrmland that includes apparent wetlands in small areas. Reed <br />Wash was delineated in detail on the base map but soils were not described nor <br />sampled. Typical soils include undifferentiated Typic Torrifluvents, which are well drained <br />to poorly drained, variable- texture drainage soils with evident stratification. Because <br />Reed Wash is not projected to be disturbed by project activities, neither a soil suitability <br />evaluation nor a proposed salvage depth recommendation was developed. <br />3.2 Map Unit DL: Disturbed Land <br />A large portion of the eastern and southeastern part of the project area is composed of <br />previously disturbed and subsequently constructed "land farms" associated with land - <br />applied waste products from the former, now closed, Gary Energy - Westem Slope <br />Refining Company. All of these rectangular "land farm" fields are considered Disturbed <br />Land (Map Unit DL) and are accurately delineated on the project soils map but were not <br />described nor sampled as part of the baseline soil survey. They have been recently <br />sampled as part of another project task. There is no suitable soil available for salvage <br />from Disturbed Land (Map Unit DL). <br />3.3 Map Unit Bi: Billings loam to silty clay loam, 0 to 4% slopes <br />Billings loam to silty clay loam (Map Unit Bi) is a deep, well drained, "fine- silty" soil <br />mapped on the gently sloping alluvial plain, toeslopes, and minor, non4ncised narrow <br />drainageways in the western part of the project area. Billings is developing in strongly <br />saline and highly alkaline slopewash and drainage alluvium most likely from Mancos <br />Shale badlands to the north. Map Unit Bi is dominated by "greasewood" vegetation. <br />Small inclusions of Billings silty clay loam are located within Reed Wash. The Billings soil <br />on the project area is similar to Billings (Map Unit Bs, Billings silty clay loam, 0 to 3% <br />slopes) as mapped by NRCS on nearby areas in the Mesa County Area Soil Survey <br />(Spears and Kleven, 1978). <br />Billings loam to silty clay loam was fully described and sampled at three representative <br />sites in the project area, TLO-1, TLO-2, and TLO-3. In a typical profile, Billings has a <br />brown loam to silty clay loam "AC" horizon surface layer about 6 inches thick. The upper <br />"C horizon substratum is a light yellowish brown loam to clay loam to a depth of about 46 <br />inches. The lower "C" horizon substratum is a light brownish gray, moderately saline and <br />moderately sodic, loam to silt loam to a depth of 72 inches or more. Billings loam has <br />high available water holding capacity and slow permeability. The effective rooting depth <br />5 Exhibit 7 — 2010 Train Loadout Soil Survey <br />
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