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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\PERFSPIL User:-'K. Kammerzell <br />Date: 02-16-1995 Time: 14:00:54 <br />Pond E hydrology and sedimentology evaluation <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: O.l hr <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 /> (ac) (hrs) (hrs) (cfs) (ac-ft) (cfs) <br />111 1 4.96 89 M 0.136 0.000 0.000 0.0 0.36 3.69 <br /> Type: Null Label: E-2 Upper Reach <br />111 Structure 4.96 0.36 <br />---- <br />111 ---------------- <br />Total IN/OUT ------------ <br />4.96 ------------------------------ -------- <br />0.36 --------- <br />3.69 <br />112 1 4.60 89 M 0.142 0.000 0.000 0.0 0.33 3.42 <br /> Type: Null Label: E-2 Above Culvert <br />112 Structure 4.60 0.69 <br />-- <br />l <br />i --------------- <br />.otal IN/OUT ----------- <br />9.56 ------------------------------ --------- <br />0.69 --------- <br />7.12 <br /> <br />111 <br />to 112 Routing <br />0:012 0.364 -------- <br />---- <br />113 --------------- <br />1 ------------ <br />0.73 89 ------------------------------ <br />M 0.056 0.000 0.000 0.0 --------- <br />0.05 --------- <br />~ 0.66 <br /> Type: Null Label: E-2 Below Culvert <br />113 Structure 0.73 <br />- <br />- <br />- <br />- 0.74 <br />--- <br />113 ---------------- <br />Total IN/OUT ---- <br />------ <br />10.29 ----- <br />----------------------- --------- <br />0.74 --------- <br />7.25 <br />--- <br />112 ---------------- <br />to 113 Routing ------------ ------------------------------ <br />0.009 0.344 --------- --------- <br />121 1 3.77 89 M 0.110 0.000 0.000 0.0 0.27 3.42 <br /> Type: Null Label: E-1 Above Junction <br />121 Structure 3.77 0.27 <br />-- <br />-- <br />--- <br />121 ---------------- <br />Total IN/OUT ------------ <br />3.77 ------------------------------ -------- <br />0.27 - <br />----- <br />3.42 <br />211 1 4.26 89 M 0.025 0.000 0.000 0.0 0.31 3.86 <br /> Type: Null Label: E-1 Below Junction <br />211 Structure 4.26 1.32 <br />- <br />- <br />------------------- <br />211 Total IN/OUT ------------ <br />18.32 ------------------------------ -------- <br />1.32 - <br />------ <br />- <br />14.44 <br />i-- -moo 211 Routing- ----------- -------------0 050 0 234------- -------- ---------- <br /> ` ______________ ___________ _______________________________ ________ __________ <br /> 1 13.41* B9 M 0.105 0.000 0.000 0.0 0.97 12.16 <br /> Type: Null Label: Direct Run-off <br />221 Structure 13.41 0.97 <br />--- --------------- ------------ ---- TAB 6.2, PG 2 --------- -------- <br />11/1/99 <br />Permit Renewal No. 3 FOR MERLY , E3 8-108 <br />