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1-303-a52-6611 Tt'-'i_EOFlPPLEGFaTEOINC <br />257 P10 pPR 28 '97 12:39 <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: TUTTLE APPLEGATE <br />Filename: C:\SEDCAD3\DRCRKM81 Ueer: LEELA <br />Date: 04-28-1997 Time: 08:57:13 <br />HYDROLOGY AND SEDIMENTOLOGY <br />Storm: 3.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />~a=~.=»_ »___~~__~._===~_r~==='vie=====" <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J1, BI, S1 <br />POND UB1 <br />Drainage Area from J1, B1, S1, SWS(s)1: 122.9 acres <br />Total Contributing Drainage Area: 122.9 acres <br />Sw#1: Trickle Tube <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-f t) (cfs) <br /> <br />6560.00 0.00 0.25 0.00 0.00 <br />6560.01 0.01 0.25 0.00 0.00 Stage of SW#1 <br />6561.00 1.00 0.25 0.25 4.13 <br />6562.00 2.00 0.26 0.51 11.76 <br />6563.00 3.00 0.26 0.76 19.45 <br />6564.00 4.00 0.26 1.03 23.33 <br />6565.00 5.00 0.27 1.29 26.97 <br />6566.00 6.00 0.27 1.56 30.27 <br />6567.00 7.00 0.27 1.83 31.85 <br />6568.00 8.00 0.28 2.10 33.43 <br />6569.00 9.00 0.28 2.38 35.02 <br />6570.00 10.00 0.28 2.66 36.60 <br />6571.00 11.00 0.29 2.95 38.18 <br />6571.43 11.43 0.29 3.07 38.87 Peak Stage <br />6572.00 12.00 0.29 3.23 39.77 Stage of SW#2 <br />6572.60 12.60 0.29 3.41 47.96 <br />6572.70 12.70 0.29 3.44 50.76 <br />6572.80 12.80 0.29 3.47 53.93 <br />6572.90 12.90 0.29 3.50 57.47 <br />6573.00 13.00 0.29 3.53 60.99 <br />6573.50 13.50 0.29 3.67 87.37 <br />6574.00 14.00 0.30 3.82 123.30 <br />6574.50 14.50 0.30 3.97 170.44 <br />6575.00 15.00 0.30 4.12 229.64 <br />aaataaa,raaaaaaaaaaaaaaaaaaaaaaaa *af,aaaaa,taaaaaaaaaaaaaaaaaaaaaaaa,-~aaaaaaaaaa:~ <br />J2, B1, S1 <br />POND UH2 <br />Drainage Area from J2, S1, S1, SWS(e)1: 0.0 acres <br />Total Contributing Drainage Area: 157.9 acres <br />SW#1: Trickle Tube <br />SW#2: Emergency Spillway <br />