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File: D:\sedcad\SUBSTARI 9/21/99, 0:10:90PM <br />• Civ:1 SoEtwa ce Des.gn -- SEDCAD+ version 3.1 <br />Copyright (C) 1907-1992. Pamela J. Schwab. A11 rights reserved. <br />Company Name: GO LDER ASSOCIATES <br />Filename: D:\SEDCAD\2179-121\SUBSTAR Vser: WDP <br />Dace: 09-21-1999 Time: 13:36:04 <br />SAE FOR SUBS?A?ION <br />Storm: 1.90 inches, 10 year-2a hour, SCS Type II <br />Hydrograph Convolution Interval: D.1 hr <br />NON POND s'TRUCTURE INPUT/OUTPUT'TABLEa' <br />............................................................................... <br />EQUILIBRIUM SLOPE NEGATIVE <br />............................................................................... <br />EQUILIBRIUM SLOPE NEGATIVE <br />JL, B1, S1 <br />SUBSTATIOCi <br /> ~D rainage Area Erom ,IL, B1, S1, SWS (s)1-2: 3.0 acres <br /> Total Contributing Drainage Area: 3.0 acres <br />• GRASS FILTEP. INPUTS: <br />~, Bulk Specific Gravity: 1.25 <br /> Initial Depth of Sediment in Zone D: 0.00 inches <br /> Manning's Grass Grass Infiltration Stiffness ------ Filter ------ <br /> Seg n Height Spacing Race Factor Length Width SLope <br /> k (inl <br />~ (inl (iphl (N-sq m) (fU (Etl <br />»> (%) <br />~ <br />~ <br />» <br /> ___ <br />______~____z?_____ <br />1 0.0100 ...0 __ <br />_______~______~_______» ______» »>____~_ <br />0.2 0.05 2.000 80.0 200. _ <br />_ <br />_ <br />_ <br />0 12.0 <br /> Toea1 Filter Peak Critical Filter Sediment <br /> Trap Infiltration InEiLcration FLow Prone Travel wedge Depth <br /> EEf iciency Volume Race Dzpch Velocity Time Location in Zone D <br /> (%I (ac-Etl (cfs) (inch) (fps) (hrs) (feet) (inch) <br /> <br /> n .7 a.azla o.alss a.1~z a.slzz o.looo a.713 o.o3az <br /> Runoff Peak Peak Sediment Peak Settleable <br /> Volume Discharge S ediment Concentration Concentration 2aVW 24AA <br /> (ac-Ec) (cEsl (cans) (mg/1) ml/1 (ml/1) (m1/1) <br /> <br /> LN 0.27 2.96 J.9 23590 9.05 a.80 1.13 <br /> OUT 0.21 2.85 1.1 9797 0.03 0.02 0.00 <br /> <br /> <br /> <br />Page: S <br />