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Civil Soft~.~are Design -- SEDCAD+ Version 7.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />Filename: C:\TOMMY\821\PONDB100 User: TEL <br />• Date: 06-12-1997 Time: 14:27:07 <br />OXBOW CARBON & MINERALS <br />Storm: 2.80 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------ --------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />--------------------------------------------- <br />-Hydrology- <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-f t) <br />-------- <br />-------- (cfs) <br />--------- <br />--------- <br />111 1 28.00 57 M 0.171 0.000 0.000 0.0 0.44 1.80 <br /> Type: Null La bel: UPP ER REF USE DITCH <br />111 <br />- Structure 28.00 0.44 <br />- <br />--- <br />111 <br />---- --------------- <br />Total IN/OUT <br />--------------- ------- <br />28.00 <br />------- ---- <br /> <br />---- ----- <br /> <br />----- -------- <br /> <br />-------- ------ <br /> <br />------ ----- <br /> <br />------ -------- <br /> <br />------- ------- <br />0.44 <br />-------- --------- <br />1.80 <br />--------- <br />---- <br />121 --------------- <br />1 ------- <br />1.70 ---- <br />57 ----- <br />M -------- <br />0.020 ------ <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />0.03 --------- <br />0.22 <br />121 2 0.50 90 M 0.044 0.000 0.000 0.0 0.08 0.88 <br /> Type: Null La bel: UPP ER CON lA DITCH <br />121 Structure 2.20 0.10 <br />f _ Total IN/OUT 2.20 0.10 1.10 <br />211 1 1.60 90 M 0.012 0.000 0.000 0.0 0.24 2.82 <br /> Type: Null La bel: LOW ER CON lA DITCH <br />211 Structure 1.60 0.78 <br />----- <br />-------- <br />---- <br />211 <br />---- --------------- <br />Total IN/OUT <br />--------------- ------ <br />31.80 <br />------- ----- <br />---- ----- <br />----- -------- <br />-------- ------ <br />------ ----- <br />------ -------- <br />------- --- <br />0.78 <br />-------- - <br />4.81 <br />--------- <br />---- <br />111 <br />---- <br />- --------------- <br />to 211 Routing <br />--------------- ------- <br /> <br />------- ---- <br /> <br />---- ----- <br /> <br />----- -------- <br /> <br />-------- ------ <br />0.016 <br />------ <br />- ------ <br />0.398 <br />------ <br />------ ------- <br /> <br />------- <br />------- -------- <br /> <br />-------- <br />-- --------- <br /> <br />--------- <br />----- <br />--- <br />212 --------------- <br />1 ------- <br />2.70 ---- <br />90 ----- <br />M -------- <br />0.172 ---- <br />- <br />0.000 0.000 0.0 0.41 4.06 <br /> Type: Null Label: BERM DITCH <br />212 Structure 2.70 1.19 <br />------- <br />---- <br />212 --------------- <br />Total IN/OUT ------ <br />34.50 ----- ----- -------- ------ ----- ------- --------- <br />1.19 -- <br />7.85 <br />---- <br />211 --------------- <br />to 212 Routinq ----- ---- ----- - - <br />0.172 <br />0.266 <br />---- <br />221 --------------- <br />1 ------ <br />6.50 ----- <br />90 ----- <br />M -------- <br />0.205 ------ <br />0.000 ------ <br />0.000 ------ <br />0.0 --------- <br />0.98 --- <br />9.31 <br />221 2 1.70 81 M 0.091 0.205 0.170 0.0 0.16 2.12 <br /> Type: N ull Label: CULVERT B-1 <br />221 Structure 8.20 <br />--- <br />----- <br />------- 1.14 <br />--------- <br />--------- <br />--- <br />221 ---------------- <br />Total IN/OUT ------ <br />8.20 ----- ----- -------- --- 1.14 10.94 <br />--- <br />? ---------------- <br />1 ------ <br />1.40 ----- <br />90 ----- <br />M -------- <br />0.069 ------ <br />0.000 ----- <br />0.000 ------- <br />0.0 --------- <br />0.21 - <br />2.47 <br />• Type: N ull Label: CULVERT B-2 <br />222 <br />--- Structure <br />---------------- 1.40 <br />------ <br />----- <br />----- <br />-------- <br />------ <br />----- <br />------- 1.35 <br />-------- <br />---------- <br />220 <br />