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File: 0:\sedcad\TSS Pp2R1 9/21/99, 5:12:18PM <br />Copyright (C] 1997-1392.' Pameia J. Schwas. A11 rights rese ned. <br />Company Name: GOLDER ASSOCIATES <br />Filename: D:\SEDCAD\2178-121\TSS Pi{2R User: WDP <br />Date: 09-21-1999 Time: 13:76:09 <br />SAE FOR TOPSOIL STOCKPILE k2 <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />NON?POND STRUCT'flRE~INPUT/OUTPUT TABLE" <br />S1, B1, S1 <br />TSSPk2 <br />Drainage Area Erom S1, B1, S1, SWS (s)1: 1.1 acres <br />Total ConcribuCing Drainage Area: 1.1 acres <br /> GRASS FILTER ILIPUTS: <br /> Bulk Specific Gravity: 1.25 <br /> Initial Depth of Sediment in Zane D: 0.00 inches <br /> Manning's Grass Grass Inf t LCracion Stiffness ------ Filter ------ <br /> Seg n Height Spacing Rate Factor Length widt h SLope <br /> k (inl (in) (iph) (N-sq m) (fel (EC) (~) <br />• 1"Os0100======2=~===„0,2='===== 0=05=~=='====2 000i1="60 0 '500 0 "'8=~= <br /> Total Filter Peak Critical Filter Sediment <br /> Trao InELlcration Infiltration Flow Prone Travel wedge Depth <br /> EEf tciency Volume Race Depth Velocity Time LocaCion in Zone D <br /> (~) (ac-f e) (cf s) (inch! (fps) (hrs) (fee U (inch) <br /> 99.5 0.0309 0.0147 0.035 0.9122 0.1000 3.561 0.7020 <br /> Runoff teak Peak SedimenC Peak Settleable <br /> Volume Discharge S ediment Concentrati on Concentration 24 Vii 24Pw <br /> (ac-fc) (cfsl (tons) (mg/11 ml/1 (ml/1) (ml/1) <br /> IN 0.08 1.01 54.4 700762 269.90 154.10 40.80 <br /> OUT O.OS 0.97 5.7 160986 0.00 0.00 0.00 <br /> <br /> <br />u <br />Page: S <br />