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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C:\SEDCAD3\WELK\SAELPTS User: bgw <br />Date: 12-05-1994 Time: 12:14:43 <br />Lone Pine Gulch Topsoil Storage Pile <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J2, Bl, S1 <br />Vegetative Debris <br />Drainage Area from J2, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 0.5 acres <br />GRASS FILTER 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 Rate Factor Length Width Slope <br /># (in) (in) (iph) (N-sq m) (ft) (ft) (~) <br />------------------------------------------------------------------------ <br />1 0.0100 2.0 0.2 0.10 20.000 30.0 200.0 18.0 <br />(~ Total Filter Peak Critical Filter Sediment <br />\ rap Infiltration Infiltration Flow Prone Travel Wedge Depth <br />Efficiency Volume Rate Depth Velocity Time Location in Zone D <br />(~) (ac-ft) (cfs) (inch) (fps) (hrs) (feet) (inch) <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------ <br />79.9 0.0065 0.0139 0.031 1.0367 0.1000 2.816 0.3457 <br />Runoff Peak _ _ __-_-._ Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft) (cfs) (tons) (mg/1) ml/1 (ml/1) (ml/1) <br />-- -- ------- --------------- <br />IN 0.04 0.50 14.3 425554 163.30 120.58 16.10 <br />OUT 0.03 0.49 2.9 159692 0.00 0.00 0.00 <br />**~****x*********************~***~*******~********~****~*******~****~*~*****~*x <br />~~ <br />