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PERMFILE45211
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PERMFILE45211
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Entry Properties
Last modified
8/24/2016 10:47:36 PM
Creation date
11/20/2007 12:15:20 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
ROAD A LANDSLIDE REMEDIATION PLAN
From
Sedimentation Structure 006 Phase III (Design)
Section_Exhibit Name
TAB 13 ATTACHMENT 13-4B & 13-4C
Media Type
D
Archive
No
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• Particle Size Distributions. The particle size distribution for this sediment pond was <br />based on sieve and hydrometer anal ysls of various soil types Sn the Seneca II-W permit <br />area. This distribution Ss representative of the watershed for Pond 006 and based on a <br />weighted average. <br />TABLE 13-4-10 <br />Sedimentology Size Analysis <br />Weighted Average <br />Pond 006 <br />Size (mm) watershed <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 <br />045 56 <br /> . <br /> 0.02 40 <br /> 0.01 31 <br /> 0.005 24 <br /> 0.002 17 <br /> 0.001 14 <br /> 0.0001 0 <br />Slope Length. The slope length is described as the typical elope length for the <br />subwa tetshed and the distance from the point of origin of overland flow until the point <br />that the slope decreases such that significant deposition occurs or until the flow enters <br />a defined channel. The slope length for Pond 006 was determined to be 360 to 400 feet. <br />Average Slope. The average slope is the typical or representative slope (Sn percent) for <br />overland flow fer the watershed. This was determined to be 18 Co 20 percent. <br /> <br />5 <br />
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