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PERMFILE130937
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PERMFILE130937
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Entry Properties
Last modified
8/24/2016 10:31:48 PM
Creation date
11/25/2007 10:47:19 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992081
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
TOPSOIL EVALUATION HAYDEN GULCH TERMINAL INC SITE
Section_Exhibit Name
TAB 09 ATTACHMENT 9-1 THRU 9-4
Media Type
D
Archive
No
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l~~ <br />. ~ ,~=-, <br />The Absher series consists of deep, well drained soils that formed <br />~, <br />,g <br />Absher Series. <br />in alltym. Absher soils are in alluvial valley doors, and have <br />slopes of 1 to 6 percent. The average annual precipitation is about <br />16 inches, the average annual air temperature is about 42 degrees F, <br />and the frost-free season is about 75 to 95 days. Elevations are 6,300 <br />to 7,000 feet. <br />Ah chPr moils are similar ~to Unnamed (69) soils and arP lnr a_tod <br />t <br /> <br />near Hulklev and Abor soils. Unnamed (69) soils have a colder average <br />- summer soil•~temperature. Bulkley and Abor soils have low sodium content. <br />~, ~ 6 <br />' Typical pedon of Absher fine sandy loam, 0 to k0 percent slopes,. <br />about 4 miles southwest of Hayden, 2,500 feet east and 1,850 feet north <br />of the southwest corner of sec. 25 T. 6 N., R. 89 W,; <br />A2--0 to 2 inches; light brownish gray (lOYR 6/2) fine sandy loam, <br />very dark grayish brown (lOYR 3/2) moist; moderate medium platy structure; <br />loose, slightly sticky and slightly plastic; many very fine discontinuous <br />random tubular pores; mildly alkaline; abrupt smooth boundary. <br />B21t--2 to 8 inches; grayish brown (lOYR 6/2) clay loam, dark , <br />grayish brown (lOYR 4/2) moist; moderate medium prismatic parting to <br />moderate medium subangular blocky structure; hard, very friable, slightly <br />sticky and plastic; mildly alkaline; clear smooth boundary. <br />B22tcs--H to 24 inches; light brownish gray (2.SY 6/2) silty <br />clay, dark grayish brown (2.6Y 4/2) moist; moderate medium prismatic, <br />i. <br />~_ <br />
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