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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\LOR\FILLB User: CWB <br />Date: 07-24-1997 Time: 08:55:41 <br />JEFF CANYON SURF MINE, FILL 8: D81-D84 (100-YR), D82A-84A&D85-86 (10) <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution interval: 0.1 hr <br />--------------------------------------------- <br />--------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> <br />--- <br />-------------- <br />---- <br />----- (ac) <br />-------- <br />-------- <br />------ <br />------ <br />---- <br />---- (hrs) <br />------ <br />------ (hrs) <br />-------- <br />-------- <br />----- <br />----- (cfs) <br />------- <br />------- (ac-ft) <br />--------- <br />--------- (cfs) <br />--------- <br />--------- <br />--- <br />111 -- <br />--- <br />1 3.83 94 M 0.149 0.000 0.000 0.0 0.72 7.02 <br />111 2 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br />111 3 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br /> Type: Earthen Ch annel Label: D86 10 YR <br />111 Structure <br />-- 3.83 <br />----- <br />---- <br />---- <br />------ <br />---- <br />--- <br />----- <br />--- 0.72 <br />-------- <br />--- <br />--- <br />111 <br />--- ----- <br />------- <br />Total IN/OUT <br />-------------- --- <br />3.83 <br />-------- - <br />------ - <br />---- <br />------ - <br />-------- <br />----- ---- <br />------- 0.72 <br />--------- ------- <br />7.02 <br />--------- <br />--- <br />112 -------------- <br />1 -------- <br />8.54 ------ <br />94 ---- <br />M ------ <br />0.150 -------- <br />0.002 ----- <br />0.455 ------- <br />0.0 --------- <br />1.60 --------- <br />15.63 <br />112 2 1.75 94 F 0.026 0.000 0.000 0.0 0.33 3. <br /> <br />112 <br />3 <br />0.00 <br />0 <br />M <br />0.000 <br />0.000 <br />0.000 <br />0.0 <br />0.00 <br />0. <br />~ <br /> Type: R iprap Chan nel Label: D82A: 10 YR <br />112 Structure <br />---- <br />-- 10.29 <br />----- <br />----- <br />--- <br />---- <br />---- <br />---- <br />--- 2.65 <br />--- <br />---- <br />112 -- <br />----- <br />Total IN/OUT --- <br />14.13 - - -- ---- - ---- ----- <br />- <br />2.65 --------- <br />26.25 <br />111 to 112 Routing 0.000 0.000 <br />113 1 1.22 94 F 0.021 0.000 0.000 0.0 0.23 2.50 <br />113 2 0.00 0 F 0.000 0.000 0.000 0.0 0.00 0.00 <br />113 3 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br /> Type: Earthe n Ch annel Label: D81(100) <br />113 Structure 1.22 2.88 <br />--- <br />113 <br />--- ---------------- <br />Total IN/OUT <br />---------------- ------- <br />15.34 <br />------- ----- <br /> <br />----- ---- <br /> <br />---- -------- <br /> <br />-------- ------ <br /> <br />------ --------- <br /> <br />--------- ------ <br /> <br />------ ------- <br />2.88 <br />------- -------- <br />28.76 <br />-------- <br />--- <br />112 <br />--- ---------------- <br />to 113 Routing <br />---------------- ------- <br /> <br />------- ----- <br /> <br />----- ---- <br /> <br />---- -------- <br /> <br />-------- ------ <br />0.002 <br />------ --------- <br />0.449 <br />--------- ------ <br /> <br />------ ------- <br /> <br />------- -------- <br /> <br />-------- <br />--- <br />114 ---------------- <br />1 ------- <br />1.28 ----- <br />94 ---- <br />F -------- <br />0.039 ------ <br />0.000 --------- <br />0.000 ------ <br />0.0 ------- <br />0.24 -------- <br />2.64 <br />114 2 3.69 94 F 0.032 0.000 0.000 0.0 0.69 7.57 <br />114 3 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br /> Type: Riprap Chan nel Label: D82B: 100(STZ &FILL) <br />114 <br />--- Structure <br />------- 4.97 <br />- <br />-- <br />----- <br />-- 3.82 <br />----- <br />-------- <br />114 --------- <br />Total IN/OUT ------- <br />20.32 ----- ---- ------- ---- --- <br />- ---- -- <br />3.82 38.97 <br /> <br />113 <br />---- to 114 Routing <br />--------------- <br />-------- <br />---- <br />---- <br />-------- 0.013 <br />------ 0.448 <br />--------- <br />------ <br />------- <br />-------- <br />---- <br />121 --------------- <br />1 -------- <br />1.08 ---- <br />94 ---- <br />F -------- <br />0.012 ------ <br />0.000 --------- <br />0.000 ------ <br />0.0 ------- <br />0.20 -------- <br />2.22 <br />121 2 0.00 0 M 0.000 0.000 0.000 0.0 0.00 0.00 <br />