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PERMFILE111188
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PERMFILE111188
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Last modified
8/24/2016 10:07:47 PM
Creation date
11/24/2007 8:20:36 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
DESIGN AND STABILITY REPORTS FOR POND 005 AND HAUL ROAD G
Section_Exhibit Name
TAB 13 ATTACHMENT 13-3
Media Type
D
Archive
No
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area. This distribution is representative of the watershed for Pond 005 and based on a <br />• weighted average. The specific gravity and the submerged bulk specific gravity of the <br /> soil are estimated to be 2.50 and 1.17, respec tively. <br /> Sedimentology Size Analysis <br /> Weighted Average <br /> Percent <br /> Size SmmZ_ __ Passing___ <br /> 12.7 100 <br /> 11.2 97 <br /> 2.0 91 <br /> 1.0 87 <br /> 0.5 84 <br /> 0.25 82 <br /> 0.106 79 <br /> 0.045 56 <br /> 0.02 40 <br /> 0.01 31 <br /> 0.005 24 <br />• 0.002 17 <br /> 0.001 14 <br /> ___0_0001___________________ ________-___ _____a_____ <br />Length-Slope Factor (l.5). The tang th-slope is described as the typical length-slope for <br />the subwatershed and the distance from the point of origin of overland flow until the <br />point that the slope decreases such that significant deposition occurs or until the flow <br />enters a defined channel. The tang th -slope for Pond 005 was determined to be between 300 <br />to 400 feet, and [he average slope was determined to be 22.2 percent. Following is McKOOI <br />et al's. (1987) l5 equation: <br />m <br />LS = L • (17.2 sin - 0.55) for S > 8Y. <br />(72 6) <br />0.6 <br />LS = 400 • (17.2 sin 12.5° - 0.55) <br />( 72.6) <br />LS = 2.78 • (3.723 - 0.55) <br />LS = 8.8 <br /> <br />The L and P Factors. The C factor, [he cover and management factor, is the ratio of soil <br />13-3-9 Revised 03/13/92 <br />
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