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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: ACZ, INC. <br />Filename: D:\TOM\RATON\POND2 User: TEL <br />Date: 06-18-1993 Time: 14:36:41 <br />RATON SEDIMENT POND AND DRAINAGE STRUCTURES <br />Storm: 4.60 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <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 />---- <br />---- (ac) <br />------------ <br />-- <br />- <br />------ <br />----- <br />----- (hrs) <br />-------- <br />-------- (hrs) <br />------------ <br />----------- (cfs) <br />------ <br />------- (ac-ft) <br />--------- <br />-- <br />---- (cfs) <br />--------- <br /> <br />111 ------- <br />1 -- <br />- <br />5.10 82 <br />F <br />0.099 <br />0.000 0.000 <br />0.0 -- <br />1.16 --------- <br />13.93 <br />111 2 1.50 73 M 0.009 0.075 0.341 0.0 0.25 3.16 <br /> Type: Null Label: CULVERT 3 <br />111 <br />---- Structure <br />- <br />------ <br />----- 6.60 <br />------------ <br />----- <br />-------- <br />------------ <br />------- 1.40 <br />-------- <br />--------- <br />111 <br />---- - <br />- <br />Total IN/OUT <br />-------------- 6.60 <br />------------ <br />----- <br />-------- <br />------------ <br />------- 1.40 <br />-------- 16.87 <br />--------- <br />---- <br />`2 -------------- <br />1 ------------ <br />13.40 82 ----- <br />F -------- <br />0.078 ------------ <br />0.000 0.000 ------- <br />0.0 -------- <br />3.04 --------- <br />36.60 <br />~i 2 2.20 73 M 0.007 0.121 0.303 0.0 0.36 4.63 <br /> Type: Null Label: UPPERYARD <br />112 Structure 15.60 4.81 <br />112 Total IN/OUT 22.20 4.81 57.57 <br />111 to 112 Routing 0.004 0.416 <br />113 1 2.40 82 F 0.030 0.000 0.000 0.0 0.54 6.56 <br />113 2 2.30 82 F 0.062 0.000 0.000 0.0 0.52 6.28 <br /> Type: Null Label: UPPER REFUSE DITCH <br />113 <br />-- Structure <br />---- <br />---- 4.70 <br />---- <br />------- <br />--------- <br />------- <br />--------------- 5.87 <br />-------- <br />-------- <br />- <br />113 <br />--- --- <br />---- <br />- <br />Total IN/OUT <br />---------------- -- <br />26.90 <br />------- <br />------ <br />--------- <br />------- <br />--------------- 5.87 <br />-------- 70.41 <br />-------- <br />--- <br />112 ---------------- <br />to 113 Routing ------- ------ --------- ------- <br />0.047 --------------- <br />0.375 -------- -------- <br />--- <br />114 ---------------- <br />1 ------- <br />1.20 ------ <br />82 ---- -- <br />F 0.016 --- <br />0.000 --- --- <br />0.000 0.0 ---- - <br />0.27 --- - <br />3.28 <br /> Type: Null Label: LOWER REFUSE DITCH <br />114 Structure 1.20 <br />--- <br />- <br />----- <br />----- <br />-------- <br />---- 6.15 <br />---- <br />- <br />----- <br />--- <br />114 ---------------- <br />Total IN/OUT ------- <br />28.10 <br />- --- <br />---- --- <br />- <br />-- <br />----- -- <br />-- ---- -- <br />--- ---------- ---- <br />6.15 <br />-------- -- <br />73.69 <br />-------- <br />--- <br />113 ---------------- <br />to 114 Routing --- <br />--- -- -- 0.005 0.430 <br />--- ---------------- <br />1 ------- <br />0.60 ------ <br />73 --------- <br />M 0.019 ------ <br />0.000 -------------- <br />0.000 0.0 -------- <br />0.10 -------- <br />1.26 <br />1 2 2.10 82 F 0.019 0.000 0.000 0.0 0.48 5.74 <br /> Type: Null Label: REFUSE DITCH 2 <br />121 Structure 2.70 0.58 <br />121 Total IN/OUT 2.70 0.58 7.00 <br />