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Civil Software Desigr. -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />• Filename: C:\TOMMY\821\PONDB User: TEL <br />Date: 07-03-1997 Time: 16:53:05 <br />OXBOW CARBON & MINERALS POND B <br />Storm: 2.00 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 /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> <br />- ---- <br />-- (ac) <br />- <br />--- <br />----- <br />-- -- (hrs) <br />-- ---- (hrs) <br />---- <br />- <br />--- (cfs) <br />- (ac-ft) <br />-- <br />-- (cfs) <br />- <br />-- <br />- <br />111 -- <br />1 - <br />- <br />28.00 57 M 0.171 - <br />0.000 -- <br />0.000 ------ <br />0.0 --- <br />-- <br />0.07 -- <br />--- <br />0.09 <br /> Type: Null La bel: UPPER REFUSE DITCH <br />111 <br />---- Structure <br />----------- <br />- 28.00 <br />- <br />--- <br />--- <br />----- <br />-------- <br />----- <br />--- <br />-- 0.07 <br />- <br />- <br />- <br />-- <br />- <br />111 <br />---- --- <br />Total IN/OUT <br />--------------- -- <br />28.00 <br />------ - <br />- <br />----- <br />----- <br />-------- - <br />------ -- <br />------ ------ <br />------- --- <br />--- <br />0.07 <br />-------- -- <br />--- <br />0.09 <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 />0.00 --------- <br />0.00 <br />121 2 0.50 90 M 0.044 0.000 0.000 0.0 0.05 0.56 <br /> Type: Null La bel: UPP ER CON lA DITCH <br /> Structure 2.20 0.05 <br />~ cl <br />---- Total IN/OUT <br />--------------- 2.20 <br />------ <br />----- <br />----- <br />-------- <br />------ <br />------ <br />------- 0.05 <br />-------- 0.56 <br />--------- <br />---- <br />211 --------------- <br />1 ------ <br />1.60 ----- <br />90 ----- <br />M -------- <br />0.012 ------ <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />0.15 --------- <br />1.79 <br /> Type: Null La bel: LOW ER CON lA DITCH <br />211 Structure 1.60 <br />- <br />- <br />-- <br />-- <br />-- 0.27 <br />--- <br />--- <br />--------- <br />--- <br />211 ---------------- <br />Total IN/OUT ------ <br />31.80 --- <br />- --- <br />- - <br />--- ------ ------ ----- - <br />- <br />0.27 2.35 <br />--- <br />111 -------------- <br />to 211 Routinq ------ --- - -- -- - --- - --- -- <br />0.016 -- --- <br />0.398 ----- - <br />---- <br />212 --------------- <br />1 ------ <br />2.70 ----- <br />90 ----- <br />M -------- <br />0.172 ------ <br />0.000 ------ <br />0.000 ------- <br />0.0 ------ <br />0.25 -- <br />2.50 <br /> Type: Nuli Label: BERM DITCH <br />212 Structure 2.70 <br />= <br />- <br />- <br />- <br />--- 0.51 <br />-------- <br />--------- <br />--- <br />212 ---------------- <br />Total IN/OUT ---- <br />- <br />34.50 ----- ----- -- <br />--- <br />- ------ -- <br />-- ----- 0.51 4.67 <br />-- <br />211 ---------------- <br />to 212 Routing ------ ----- - -- - - - -- <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 />0.59 ------ <br />5.70 <br />221 2 1.70 81 M 0.091 0.205 0.170 0.0 0.09 1.14 <br /> Type: N ull Label: CULVERT B-1 <br />221 Structure 8.20 <br />- 0.68 <br />-------- <br />--------- <br />--- <br />7~1 ---------------- <br />Total IN/OUT ------ <br />8.20 ----- ----- -------- ------ ----- ------ - <br />0.68 6.48 <br />~2 1 1.40 90 M 0.069 0.000 0.000 0.0 0.13 1.57 <br /> Type: N ull Label: CULVERT B-2 <br />222 <br />--- Structure <br />---------------- 1.40 <br />------ <br />----- <br />----- <br />-------- <br />------ <br />----- <br />------- 0.81 <br />-------- <br />---------- <br />i ~sx <br />un ucu-.o- <br />