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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 DEVEIAPMENT CONSULTANTS <br />Filename: C:\SEDCAD3\CR7\PND4A7 User: bgw <br />Date: 01-30-1996 Time: 12:49:47 <br />Exhibit 7 Midterm Review, Pond 4 (bottom elevation 83.5) <br />Storm: 2.50 inches, 25 year-24 hour, SCS Type II <br />Hydroqraph Convolution Interval: 0.1 hr <br />ELEVATION-DISCHARGE TABLE <br />J2, B1, 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 /> Perf. Emergency Total <br /> Riser Spillway Discharge <br />Elevation (cfs) <br />-- (cfs) <br />--------------- ----- (cfs) <br />------ -------------------- <br />83.65 0.0 0.0 0.0 <br />84.00 0.0 0.0 0.0 <br />4.20 0.0 0.0 0.0 <br />4.50 0.0 0.0 0.0 <br />85.00 0.0>2.00 0.0 0.0 <br />85.50 0.1 0.0 0.1 <br />86.00 0.2>2.00 0.0 0.2 <br />86.50 0.4 0.0 0.4 <br />87.00 0.5 0.0 0.5 <br />87.50 0.6 0.0 0.6 <br />88.00 0.7 0.0 0.7 <br />88.50 0.7 0.0 0.7 <br />89.00 0.8 0.0 0.8 <br />89.50 5.2 0.0 5.2 <br />90.00 8.5 0.0 8.5 <br />90.50 10.4 14.6 25.0 <br />90.55 10.6 16.1 26.7 <br />90.65 10.9 19.0 30.0 <br />90.75 11.2 25.0 36.3 <br />90.85 11.6 32.5 49.1 <br />90.95 11.9 40.3 52.2 <br />91.00 12.0 48.9 60.9 <br /> <br />• <br />7-95 6 Mey 1996 <br />