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r, <br />C1'/z1 SOE-'J3r_ C°SL]C -- ScJC;/- .__., :~n _ <br />Copyright (C) 1987-1992. Pamela J. Sc h~.+ab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: D:\SEDCAD\2178-121\TSSP#1R User: wDP <br />Dace: 09-21-1999 Time: 17:36:07 <br />SAE FOR TOPSOIL STOCKPILE Ik1 <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type ZI <br />Hydrograph Convolution Interval: 0.1 hr <br />93NON?POND'STRUCTURE INPUT/OUTPUT TABLE <br />S1, BL, S1 <br />TSSPp1 <br />Drainage Area from 11, 81, 51, SwS (s)1: 1.2 acres <br />Total Contributing Drainage Area: 1.2 acres <br /> GRASS FILTER INPUTS: <br /> Bulk Specific Gravity: 1.25 <br /> Initial Depth of SedimenC in Zone D: 0.00 inches <br /> Manning's Grass Grass Inf i Ltracio n Stiffness ------ Filter ------ <br /> Seg n Height Spacing Rate F"actor Length width Slope <br /> k (in) (inl (iph) (N-sq m) (EU (£c) (,1 <br />• 1 '0 0100='='='2=0== ==_0=2===="- 0 09=== =~====2 000 170=0===400 0 17 0' <br /> Total Filter Peak Critical Filter Sediment <br /> Trap Inf ilcracion Infiltration FLov Prone Travel wedge Depth <br /> Efficiency Volume Rate Depth Velocity Time Location in Zone D <br /> (°s) (ac-Et) (cf s) (inch) (fps) (hrs) (feet) (inch) <br /> 94.2 0.0477 0.0602 O.O3B 0.8122 0.1000 4.737 0.1508 <br /> Runo Ef Peak Peak Sedime r.c Peak SectleabLe <br /> Volume Discharge S ediment Coneeneracion Concentration 24VW 24AA <br /> (ac-EU (cf s) (cons) (mg/1J m1/1 (ml/11 (ml/1) <br /> IN 0.11 1.32 44.3 457839 173.15 99.94 25.69 <br /> OUT 0.06 1.26 2.6 54640 0.00 0.00 0.00 <br /> <br /> <br />File: D:\sedcad\TSS Pp1R1 9/21/99, 5:11:48PM <br />. .Paga:...5 <br />