Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. A1:L rights reserved. <br />Company Name: GREYSTONE DEVEIAPMENT C0]1SULTANTS • <br />Filename: C:\SEDCAD3\CR7\PND4A7 User: bqw <br />Date: 01-30-1996 Time: 12:49:~L7 <br />Exhibit 7 Midterm Review, Pond 4 (bottom elevation 83.5) <br />Storm: 2.50 inches, 25 year-24 hour, SCS Type I:C <br />Hydrograph Convolution Interval: 0..1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J2, Bl, S1 <br />Pond 4 <br />Drainage Area from J2, B1, S1, SWS(s)1-3: 1.7 acres <br />Total Contributing Drainage Area: 8.6 acres <br />SW#1: Perforated Riser <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-ft) (cfs) <br />=______ __________ __ ----------------- <br />- -------- - ----- - <br />83.50 0.00 0.24 0.00 <br />83.50 0.00 0.24 0.00 <br />83.65 0.00 0.25 0.04 0.00 Top of Sediment Storage (0 Stag <br /> <br />84.00 <br />0.35 <br />0.26 <br />0.09 <br />0.00 e <br />84.20 0.55 0.28 0.14 0.00 Low Orifice of SW#1 <br />84.50 0.85 0.30 0.23 0.00 <br />85.00 1.35 0.35 0.39 0.00 <br />85.50 1.85 0.40 0.58 0.15 <br />86.00 2.35 0.45 0.79 0.21 <br />86.34 2.69 0.45 0.95 0.34 Peak Stage <br />86.50 2.85 0.45 1.02 0.41 <br />87.00 3.35 0.46 1.25 0.51 <br />87.50 3.85 0.46 1.48 0.59 <br />88.00 4.35 0.47 1.71 0.66 <br />88.50 4.85 0.50 1.95 0.73 <br />89.00 5.35 0.54 2.22 0.78 Stage of SW#1 <br />89.50 5.85 0.58 2.50 5.16 <br />90.00 6.35 0.62 2.80 8.51 Stage of S~~T#2 <br />90.50 6.85 0.62 3.11 25.03 <br />90.55 6.90 0.63 3.14 2b.71 <br />90.65 7.00 0.63 3.20 29.96 <br />90.75 7.10 0.63 3.26 36.28 <br />90.85 7.20 0.63 3.33 44.09 <br />90.95 7.30 0.63 3.39 52.20 <br />91.00 7.35 0.63 3.42 60.91 <br />**~r*+F~*!r#*~kA** #+F**+F#i ~r##t*+F#i1k*#**aF*#****i#*f##aF#*ik*ak*#*tk*!#tk ~e ie tk l~iki le #~k ~k ik i~~eti*i#~r <br />• <br />7-96 8 Mey 1996 <br />