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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights res~arved. <br />Company Name: Greystone Development Con:;ultants • <br />Filename: C:\SCAD\DT\WECC\SAEC4R1 User: LW/BGW/CWB <br />Date: 09-16-1994 Time: 10:42:2"r <br />10 YEAR 24 HOUR STORM EVENT FOR LONE PINE GULC}{ FAN SAE, ~~-4 <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: O.:L hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />------------------------------------------ <br />------------------------------------------ <br />J1, B1, S4 <br />DEBRIS FILTER, C-4 <br />Drainage Area from J1, B1, S4, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 21.3 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:) ($) <br />1 0.0100 2.0 0.2 0.05 2.000 40.0 40.0 33.0 <br />Total Filter Peak Critical Filter Sediment <br />Trap Infiltration Infiltration Flow Prone Travel Wedge Depth <br />Efficiency Volume Rate Depth Velocity Time Location in Zone D <br />($) (ac-ft) (cfs) (inch) (fps) (hrs) (feet) (inch) <br />------------------------------------------------------------------------------- <br />86.3 0.0020 0.0019 0.059 0.8122 0.1000 0.000 0.0753 <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24V6~ 24AA <br />(ac-ft) (cfs) (tons) (mg/1) ml/1 (ml/1) (ml/1) <br />- ----------------------------------------------------------------------------- <br />IN 0.06 0.35 0.5 8127 3.12 2.40 1.16 <br />OUT 0.06 0.35 0.1 3420 0.02 0.00 0.00 <br />f****#***~*~***r~,t*#*t#***~**~*********t~***~***~**~***~*~~*********~.**~~***~** <br />LJ <br />