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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:\TWENTY\SEDCAD\NEWE2_25 User:. K. Kammerzell <br />Date: 01-11-1995 Time: 16:08:32 <br />Pond E hydrology and sedimentology evaluation <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLfi <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac-f t) (cfs) <br />111 1 4.96* 89 M 0.136 0.000 0.000 0.0 0.46 4.73 <br /> Type: Null Label: E-2 Upper Reach <br />111 Structure 4.96 0.46 <br />---- <br />111 ---------------- <br />Total IN/OUT ----------- <br />4.96 ------------------------------- -------- <br />0.46 --------- <br />4.73 <br />112 1 4.60 89 M 0.142 0.000 0.000 0.0 0.43 4.39 <br /> Type: Null Label: E-2 Above Culvert <br />112 Structure 4.60 0.89 <br /> Total IN/OUT 9.56 0.89 '9.12 <br />111 to 112 Routing 0.012 0.364 <br />---- <br />113 --------------- <br />1 ------------ <br />0.73 89 ------------------------------ <br />M 0.056 0.000 0.000 0.0 --------- <br />0.07 --------- <br />0.84 <br /> Type: Null Label: E-2 Below Culvert <br />113 Structure 0.73 0.95 <br />---- <br />113 --------------- <br />Total IN/OUT ------------ <br />10.29 ------------------------------ --------- <br />0.95 --------- <br />9.28 <br />---- <br />112 --------------- <br />to 113 Routing <br />-------------- ------------ <br /> <br />------------ ------------------------------ <br />0.009 0.344 <br />----------------------=------- --------- <br /> <br />-------- --------- <br /> <br />------ <br />-- <br />---- <br />---- <br />121 - <br />--------------- <br />1 ------------ <br />3.77* 89 ------------------------------ <br />M 0.110 0.000 0.000 0.0 -------- <br />0.35 -- <br />---------- <br />4.31 <br /> Type: Null Label: E-1 Above Junction <br />121 Structure 3.77 0.35 <br />--- <br />121 ---------------- <br />Total IN/OUT <br />-------------- ------------ <br />3.77 <br />------------ ------------------------------ <br /> <br />------------------------------ -------- <br />0.35 <br />-------- ---------- <br />4.31 <br />---------- <br />--- <br />--- <br />211 -- <br />---------------- <br />1 ------------ <br />4.26* 89 ------------------------------ <br />M 0.025 0.000 0.000 0.0 -------- <br />0.39 ---------- <br />4.87 <br /> Type: Null Label: E-1 Below Junction <br />211 Structure 4.26 <br />- 1.70 <br />--- <br />211 ---------------- <br />Total IN/OUT ----- <br />------ <br />18.32 ------------------------------ -------- <br />1.70 ---------- <br />18.45 <br />--- <br />1~3 --------------- <br />to 211 Routing ------------ ------------------------------- <br />0.050 0.234 -------- ---------- <br />. ,i .1 13 41* 89 M 0 105 0.000 0 000 0.0 1.24 15 35 <br /> Type: Null Label: Direct Run-off <br />221 Structure 13.4 1.24 <br />-- TAB6.1,PG2 -------------------------- <br />Permit Renewal No. 3 FORMERLY EX 8-100 <br />