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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: J:\851\SEDCAD\POND_15 User: K. Rammerzell <br />Date: 07-14-1998 Time: 12:53:55 <br />Seneca II West (South Expansion} - Pond 15 <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------------------------- <br />------------------------------------------- <br />ELEVATZON-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J3, B1, S1 <br />POND 15 <br />Drainage Area from J3, B1, S1, SWS(s}1: 0.6 acres <br />Total Contributing Drainage Area: 406.7 acres <br />SW#1: Drop Inlet <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br />(ft) (ac) (ac-ft) (cfs) <br /> <br />7370.00 ------ <br />0.00 --------- <br />0.12 ---------- <br />0.00 ---------- ---------------------------------- - <br />7373.00 3.00 0.20 0.47 <br />7373.16 0.00 0.20 0.51 0.00 Top of Sediment Storage (0 Stage) <br />7374.00 0.84 0.23 0.18 0.00 <br />7375.00 1.84 0.26 0.42 0.00 <br />7376.00 2.84 0.30 0.70 0.00 <br />7377.00 3.84 0.34 1.02 0.00 <br />7378.00 4.84 0.39 1.38 0.00 <br />7379.00 5.84 0.44 1.79 0.00 <br />7380.00 6.84 0.49 2.25 0.00 Stage of SW#1 <br />7381.00 7.84 0.53 2.76 8.51 <br />7381.06 7.90 0.53 2.80 8.73 Peak Stage <br />7382.00 8.84 0.57 3.31 12.03 <br />7383.00 9.84 0.61 3.90 14.74 Stage of SW#2 <br />7383.66 10.50 0.64 4.32 26.69 <br />7383.76 10.60 0.65 4.38 28.50 <br />7383.86 10.70 0.65 4.45 32.38 <br />7383.96 10.80 0.66 4.51 36.65 <br />7384.00 10.84 0.66 4.54 41.17 <br />7384.46 11.30 0.68 4.85 66.26 <br />7384.96 11.80 0.71 5.20 104.57 <br />7385.00 11.84 0.71 5.22 113.19 <br />x*******~**~****+*************************t********~***~********~***+********** <br />r~ <br />U <br />