PERMFILE133517

• Permit No: C1981010
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Grouse Hydrologic Model
• Section_Exhibit Name: Appendix Q Section XXIV
• Media Type: D
• Archive: No

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CONCENTRATION DURING PERIOD OF
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VOLUME NEIGHTED AVERAGE SETTLEABLE
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+ CONCENTRATION DURING PEAK 25 HOUR

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,~, 1. NUMBER OF SUBN4TERSMEDS - 1
2. TYPE OF SED]MENT CONTROL STRUCTURE - NULL STRUC.

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.,, JUNCTION 2. BRANCH 2. STRUCTURE 1 ~ ''='F-
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,oi ••• HYDRAULIC INPUT VALUES FOR SUBNATE RSHEDS Ira
I,~ZI HATER ARE4 CURVE TC TT ROUTING COEFFIC IENTS UNiT "" :~•:7`
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SHED ACRES NUMBER HR HA K-HR$ X HYDRO _
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~' 1 8.50 57.00 .220 .000 .000 .00 2.0
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,•I ••• SEDIMENT INPUT VALUES FOR SUBNATERSHEDS •a• - lv~_~_
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SHED NUM K
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VALUE
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• • • COMPUTED VALUES FDR INDIVIDUAL RATERSHEDS + • •

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ILF51 IINCHESI TONS IMM) RATIO 1 RAT ID 2

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