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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\SAELPD User: bgw <br />Date: 01-31-1995 Time: 11:46:06 <br />Long Pine Gulch, East Portion of the Staging Area <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-~~ -------------f=~____~--- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac-ft) (cfs) <br /> <br />111 1 _3.12 57 M 0.053 _ 0.000 0.000 0.0 0.01 0.00 <br />111 2 0.19* 87 F 0.018 0.000 0.000 0.0 0.01 0.17 <br /> Type: Null Label: WS17,18;D9 <br />111 Structure 3.31 0.02 <br />ill <br />--- Total IN/OUT <br />------------ 3.31 <br />----------- <br />------ <br />------- <br />----------- <br />-------- 0.02 <br />-------- 0.17 <br />--------- <br />--- <br />112 --------------- <br />1 - ------------ <br />15.61 57 ------ <br />M ------ <br />0.088 ----------- <br />0.000 0.000 -------- <br />0.0 -------- <br />0.03 --------- <br />0.03 <br />112 2 0.10* 89 F 0.010 0.000 0.000 0.0 0.01 0.10 <br />(( Type: Null Labe l: WS19 ,20;D10;C4;Fltr <br />i• <br />- Structure <br />-- <br />- <br />- <br />- 15.71 <br />- <br />- <br />- <br />- 0.05 <br />- <br />- <br />- <br />112 - <br />- <br />----- <br />-- <br />- <br />Total ZN/OUT - <br />-- <br />-- <br />---- <br />19.02 - <br />---- ------- ----------- -------- -- <br />----- <br />0.05 --------- <br />0.27 <br />--- <br />111 <br />--- --------------- <br />to 112 Routing <br />--------------- ------------ <br /> <br />------------ ------ <br /> <br />------ ------- <br /> <br />------- ----------- <br />0.007 0.432 <br />----------- -------- <br /> <br />-------- -------- <br /> <br />-------- --------- <br /> <br />--------- <br />--- <br />211 --------------- <br />1 ------------ <br />0.00 0 ------ <br />M ------- <br />0.000 ----------- <br />0.000 0.000 -------- <br />0.0 -------- <br />0.00 --------- <br />0.00 <br /> _ Type: Grass Filter Labe l: Debris Filter <br />211 <br />--- Structure <br />----- <br />-- <br />-- <br />--- 0.00 <br />------------ <br />------ <br />- <br />- <br />-- <br />- <br />-- <br />- <br />- 0.05 <br /> <br />211 - <br />- <br />- <br />Total IN <br />19.02 -- <br />--- -- <br />- <br />-- <br />- -- <br />---- -------- <br />0.05 --------- <br />0.27 <br />211 Total OUT 0.05 0.26 <br />--- <br />112 <br />--- <br />--- ------------- <br />to 211 Routing <br />--------------- <br />--------------- ----------- <br /> <br />------------ <br />------------ ------ <br /> <br />------ <br />------ ------- <br /> <br />------- <br />------- ----------- <br />0.001 0.356 <br />----------- <br />----------- -------- <br /> <br />-------- <br />-------- -------- <br /> <br />-------- <br />-------- --------- <br /> <br />--------- <br />--------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Sedimentology- <br />SED: Sediment <br />SCp: Peak Sediment Concentration <br />SSp: Peak Settleable Concentration <br />24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours <br />~~ 24AA: Arithmetic Average Settleable Concentration - Peak 24 hours <br />PS <br />JBS SWS K L S CP Tt # SED SCp SSp 24VW 24AA <br />(ftj (~) (hrs} (tons} (mg/1) (ml/1) (ml/lj (ml/I) <br />