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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: GREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C:\SEDCAD3\BASIN\RISER3 User: CWB <br />Date: 09-26-1995 Time: 16:19:18 <br />POND 004, 1995 AS-BUILT SURVEY <br />Storm: 3.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J1, B1, S1 <br />D3, D2(E 6 N), D2 (S) <br />Drainage Area from J1, B1, S1, SWS(s)1-3: 6.0 acres <br />Total Contributing Drainage Area: 6.0 acres <br />SW#1: Perforated Riser <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-ft) (cfs) <br />7446.00 0.00 0.04 0.00 <br />7447.80 1.80 1.19 0.99 <br />7447.93 0.00 1.29 1.15 0.00 Top of Sediment Storage (0 Stage) <br />7.00 0.07 1.35 0.09 0.00 <br />7 .10 0.17 1.39 0.23 0.00 <br />7448.40 0.47 1.52 0.67 0.00 <br />7448.70 0.77 1.66 1.15 0.00 <br />7449.00 1.07 1.80 1.67 0.00 <br />7449.30 1.37 1.83 2.21 0.00 <br />7449.53 1.60 1.85 2.63 0.00 Low Orifice of SW#1 <br />7449.60 1.67 1.86 2.76 0.04 <br />7449.90 1.97 1.89 3.33 0.10 <br />7450.00 2.07 1.90 3.51 0.12 <br />7450.06 2.13 1.90 3.63 0.14 Peak Stage , <br />7450.20 2.27 1.92 3.90 0.21 <br />7450.50 2.57 1.94 4.47 0.28 <br />7450.57 2.64 1.95 4.61 0.30 Stage of SW#1 <br />7450.80 2.87 1.97 5.06 1.07 <br />7451.10 3.17 2.00 5.66 2.75 <br />7451.20 3.27 2.01 5.86 3.00 Stage of SW#2 <br />7451.40 3.47 2.03 6.26 6.97 <br />7451.70 3.77 2.06 6.87 12.84 <br />7451.73 3.80 2.06 6.93 13.36 <br />7451.83 3.90 2.07 7.14 15.16 <br />7451.93 4.00 2.08 7.35 18.81 <br />7452.00 4.07 2.08 7.49 23.36 <br />*~****~*~***** ******* ******~*******~~******~*~********~t****************t**~*** <br /> <br />~,~.3~ <br />NE TR-39 21 Of 31 <br />