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REV96528
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Entry Properties
Last modified
8/25/2016 3:21:11 AM
Creation date
11/22/2007 12:00:15 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981023
IBM Index Class Name
Revision
Doc Name
REQUEST FOR PHASE II BOND RELEASE AT KAISER VENTURES INC CHIMNEY ROCK MINE
Type & Sequence
SL3
Media Type
D
Archive
No
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CN values of 85 over Carracas Loam is developed in Paragraph 2.7 for the Exhibit 5 <br />reference. <br />A CN of 89 is used for the dirt road area (located on Carracas Loam, a soil with a <br />hydrologic soil profile of "D", reference Table 5.3 of the SEDCAD+3 documentation). <br />6.5.2 Reclaimed State <br />Top Slope 1990 (seeded) Vegetation Survey (1996) information was used to determine a CN <br />value of 84 for hill-top subwatersheds (]-1-1-1, 2-1-1-1, 3-1-1-1, and 3-2-2-1). A CN of 85 <br />was determined from the East Slope 1996 Vegetation Survey information for the steep east <br />slopes (subwatersheds 1-1-1-2, 2-1-1-2, 3-1-1-2, 3-2-3-1 and 3-2-3-2). A CN of 86 was <br />determined for that portion of the watershed included in the South Slope Areas of the 1996 <br />Vegetation Survey (subwatersheds 3-2-1-1, 3-2-1-3, 3-2-2-2, 3-2-2-3, and 3-2-2-5). A CN of <br />89 was used for dirt road areas (Table 5.3, SEDCAD+ documentation, for dirt roads over <br />hydrologic soil group D soils, Carracas Loam). <br />6.6 Hydrograph Response Shape <br />See Paragraph 2.~. <br />6.7 Soil Erodibility Factor (K) <br />See Paragraph 2.3. The K factor for Carracas Loam is 0.20. <br />6.8 Control Practice Factor (CP) <br />6.8.1 Pre-mining State <br />A CP value of 0.031 is developed in Paragraph 2.8 for the Rangeland Reference Area (1996 <br />Vegetation Survey). <br />A CP value of 0.182 is developed in Paragraph 2.8 for the Exhibit 5 reference. <br />A CP of 1.2 is used for the compacted din road. <br />6.8.2 Reclaimed State <br />A CP of 1.2 is used for the dirt road. <br />A CP of 0.046 is developed for those subwatersheds on the top of the hill in the following <br />table. <br />Page 22 of 34, 7 Oct 96 <br />
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