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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: AC2, INC. <br />• Filename: J:\891\SEDCAD\PROSPECT User: K.Kammerzell <br />Date: 04-21-1998 Time: 13:38:25 <br />Prospect Pond (4/97 Post mine Topography) <br />Storm: 1.80 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 /> Hase- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) <br />- <br />- (cfs) <br />- <br />- <br />-- (ac-f t) <br />------- (cfs) <br />- - - - - <br />--- <br />111 ---------------- <br />1 ------- <br />7.70 ----- <br />47 ---------- <br />M 0.082 -------- <br />0.000 -- <br />- <br />0.000 - <br />- <br />- <br />0.0 0.00 0.00 <br /> Type: Null Lab el: Unna med <br />111 Structure 7.70 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />-- <br />------- <br />----- <br />------- 0.00 <br />-------- <br />---------- <br />--- <br />111 <br />--- ---------------- <br />Total IN/OUT <br />---------------- -- <br />- <br />- <br />7.70 <br />------- - <br />- <br />- <br />----- - <br />- <br />- <br />- <br />---------- - <br />-------- <br />----- <br />-------- 0.00 <br />------- 0.00 <br />---------- <br />--- <br />112 ---------------- <br />1 ------- <br />45.20 ----- <br />52 ---------- <br />M 0.175 -------- <br />0.177 ----- <br />0.395 ------- <br />0.0 -------- <br />0.00 ---------- <br />0.00 <br />112 2 98.50 47 M 0.344 0.000 0.000 0.0 0.00 0.00 <br /> Type: Null Label: South Col l. 50 +00 <br />2 Structure- <br />- <br />- 143_70- ----- ---------- -------- ----- ------- ----0-00 ------- <br /> - <br />- <br />- <br />Total IN/OUT 151.40 0.00 0.00 <br />--- <br />111 ---------------- <br />to 112 Routing ------- ----- ---------- -------- <br />0.185 ----- <br />0.402 ------- --- --- - - <br />--- <br />113 ---------------- <br />1 ------- <br />16.50 ----- <br />47 ---------- <br />M 0.139 -------- <br />0.000 ----- <br />0.000 ------- <br />0.0 ----- - <br />0.00 - <br />0.00 <br /> Type: Null Label: S outh Col l. 30 +00 <br />113 Structure 16.50 <br />- <br />- <br />- <br />- <br />- <br />- <br />------ <br />-------- <br />----- <br />------- 0.00 <br />-------- <br />---------- <br />--- <br />113 ---------------- <br />Total IN/OUT ---- <br />- <br />167.90 - <br />- <br />- - <br />- 0.00 0.00 <br />--- <br />112 ---------------- <br />to 113 Routing ------- ---- ---- - - - - <br />0.158 <br />0.376 <br />--- <br />121 ---------------- <br />1 ------- <br />86.00 ----- <br />52 ---------- <br />M 0.267 -------- <br />0.077 ----- <br />0.422 -------- <br />0.0 -- - - - <br />0.00 - - <br />0.00 <br />121 2 68.00 86 M 0.069 0.062 0.430 0.0 3.97 51.57 <br />121 3 131.00 59 M 0.209 0.000 0.000 0.0 0.25 0.33 <br /> Type: Null Label: Final East Pit Ditch <br />121 Structure 285.00 <br />- <br />- <br />- <br />- <br />---- <br />----- <br />-------- 4.22 <br />------- <br />---------- <br />--- <br />121 ---------------- <br />Total IN/OUT ------- <br />285.00 --- <br />- - <br />- <br />----- ---- 4.22 48.36 <br />--- <br />211 ---------------- <br />1 ------- <br />20.00 ----- <br />59 ---------- <br />M 0.138 -------- <br />0.129 ----- <br />0.389 -------- <br />0.0 ------- <br />0.04 ----- <br />0.05 <br />211 2 34.60 47 M 0.160 0.000 0,000 0.0 0.00 0.00 <br /> Type: Null Label: South Coll. 0 +00 <br />211 Structure 54.60 4.26 <br /> -------------- <br />t <br />l ------- <br />7 <br />5 ----- ---------- -------- ----- ------- -------- <br />26 <br />4 ---------- <br />40 <br />46 <br />1 To <br />IN/OUT <br />a . <br />50 <br />0 . . <br />113 to 211 Routing 0.137 0.384 <br />