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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\NELK\DEVWST User: CWB <br />Date: 09-03-1997 Time: 07:51:25 <br />NEW ELK DEVELOPMENT WASTE PILE, D10, 100-YR DITCH, E SIDE, B SOILS <br />Storm: 4.20 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------------------------- <br />------------------------------------------- <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) <br />---- (hrs) <br />------- <br />--- (cfs) (ac-ft) (cfs) <br /> <br />111 <br />1 <br />0.92 <br />79 <br />S <br />0.172 <br />0.003 --- <br />0.269 ------- <br />0.0 --------- <br />0.16 --------- <br />1.15 <br />111 2 0.34 82 M 0.168 0.000 0.000 0.0 0.07 0.69 <br />111 3 70.35 64 S 0.181 0.000 0.000 0.0 6.37 38.51 <br /> Type: Null Label: FENCELINE,RD, UPLAND <br />111 <br />--- Structure <br />---------------- 71.61 <br />-------- <br />---- <br />--- <br />------ 6.60 <br /> <br />111 <br />Total IN/OUT <br />71.61 - ------- ------ ------- --------- <br />6.60 --------- <br />40.35 <br /> <br />1 <br />0.10 <br />79 <br />M <br />0.011 -- -- <br />0.000 ----- <br />0.000 ------- <br />0.0 --------- <br />0.02 --------- <br />0.22 <br /> 2 0.15 82 F 0.018 0.000 0.000 0.0 0.03 0.36 <br /> Type: Riprap Channel Label: D10:DITCH, E PILE SL <br />112 Structure <br />---- 0.25 <br />-------- <br />--- 6.65 <br />--- <br />112 <br />--- ------------ <br />Total IN/OUT <br />---------------- <br />71.86 <br />-------- - <br /> <br />---- --- <br /> <br />--- ------- <br /> <br />-------- -------- <br /> <br />------- ------ <br /> <br />------ ------ <br /> <br />------- --------- <br />6.65 <br />-------- --------- <br />40.46 <br />--------- <br />--- <br />ill ---------------- <br />to 112 Routing -------- ---- --- -------- ------- <br />0.011 ------ <br />0.395 ------- -------- --------- <br /> <br />121 <br />1 <br />0.00 <br />0 <br />M <br />0.000 - <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />0.00 --------- <br />0.00 <br /> Type: Null Label: <br />121 <br />-- Structure <br />---------------- 0.00 <br />-------- <br />---- <br />---- <br />-- <br />- 0.00 <br />- <br />121 <br />Total IN/OUT <br />0.00 - <br />--- ------- ------ ------- -------- <br />0.00 --------- <br />0.00 <br /> <br />211 <br />1 <br />0.00 <br />0 <br />M <br />0.000 <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />0.00 --------- <br />0.00 <br /> Type: Null Label: <br />211 <br />-- Structure <br />--------------- 0.00 <br />-------- <br />---- <br />---- <br />-- 6.65 <br />-- <br />211 <br />---- <br />Total IN/OUT <br />--------------- <br />71.86 <br />-------- <br /> <br />---- <br /> <br />---- ----- <br /> <br />------- ------- <br /> <br />------- ------ <br /> <br />------ ------- <br /> <br />------- -------- <br />6.65 <br />-------- --------- <br />40.46 <br />--------- <br />---- <br />112 <br />---- <br />---- --------------- <br />to 211 Routing <br />--------------- <br />--------------- -------- <br /> <br />-------- <br />-------- ---- <br /> <br />---- <br />---- ---- <br /> <br />---- <br />---- ------- <br /> <br />------- <br />------- ------- <br />0.000 <br />------- <br />------- ------ <br />0.000 <br />------ <br />------ ------- <br /> <br />------- <br />------- -------- <br /> <br />-------- <br />-------- --------- <br /> <br />--------- <br />--------- <br />I"1 <br />LJ <br />