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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 DEVELOPNENT CONSIILT <br />Filename: C:\SEDCAD3\CR7\PND3A23 IIser: bqw <br />Date: 02-01-1996 Time: 11:16:01 <br />Pond 3, De-water to 6457.5, Bottom @ 6456 <br />Storm: 2.10 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCfiARGE TABLE <br />J4, B1, S1 <br />Pond 3 <br />Drainage Area from J4, Bl, S1, SWS(s)1: 0.2 acres <br />Total Contributing Drainage Area:. 19.0 acres <br /> SW#1: Trickle Tube <br /> SW#2: Fixed Siphon Tube <br /> SW#3: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-ft) (cfs) <br /> <br />6 .00 0.00 0.11 0.00 <br />6 .00 0.00 0.11 0.00 <br />64 6.23 0.00 0.11 0.03 0.00 Top of Sediment Storage (0 Stage) <br />6456.50 0.27 0.12 0.03 0.00 <br />6457.00 0.77 0.13 0.09 0.00 <br />6457.50 1.27 0.14 0.16 0.00 Stage of SW#2 <br />6458.00 1.77 0.15 0.23 0.01 <br />6458.50 2.27 0.16 0.31 0.01 <br />6459.00 2.77 0.17 0.39 0.01 - <br />6459.50 3.27 0.17 0.48 0.01 <br />6460.00 3.77 0.18 0.57 0.01 <br />6460.20 3.97 0.18 0.60 0.01 Stage of SW#1 <br />6460.50 4.27 0.18 0.66 0.45 <br />6461.00 4.77 0.19 0.75 1.31 <br />6461.09 4.86 0.19 0.77 1.50 Peak Stage <br />6461.40 5.17 0.20 0.83 2.11 Stage of SW#3 <br />6461.50 5.27 0.20 0.85 4.04 <br />6462:00 5.77 0.21 0.95 13.68 <br />6462.03 5.80 0.21 0.96 13.70 <br />6462.13 5.90 0.21 0.98 20.97 <br />6462.23 6.00 0.21 1.00 26.82 <br />6462.33 6.10 0.21 1.02 32.75 <br />6462.50 6.27 0.21 1.06 47.38 <br />6462.83 6.60 0.22 1.13 73.72 <br />6463.00 6.77 0.22 1.17 94.55 <br />:*~t:~e*******t**:*#f***f**+~w#~tt***tt*,r,r*ffw*frrtf*****f#tts*~*,t+e:tf,t:t*::ffff• <br />7-73 <br />8 May 1996 <br />