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Civil Software Desiqn -- SEDCAD+ Ver::ion 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. A17. rights reserved. <br />Company Name: GREYSTONE DEVEIAPMENT COZfSULTANTS • <br />Filename: C:\SEDCAD3\CR7\SEDA10 User: bqw <br />Date: 01-29-1996 Time: 13:51:47 <br />Exhibit 7 Midterm Review, Sedimentation Trap <br />Storm: 2.10 inches, 10 year-24 hour, SCS Type I7: <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TP.$LE <br />J3, B1, S1 <br />Sediment Trap <br />Drainage Area from J3, B1, S1, SWS(s)1: 0.8 acres <br />Total Contributing Drainage Area: 18.7 acres <br />SW#1: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-ft) <br />-------- (cfs) <br />-- <br />- <br /> <br />6406.00 <br />0.00 <br />0.29 <br />0.00 - <br />--------- --------- <br />6406.00 0.00 0.29 0.00 <br />6406.00 0.00 0.29 0.00 0.00 Top of Sediment Storage (0 Stage) <br />6406.50 0.50 0.35 0.16 0.00 <br /> <br />6407.00 <br />1.00 <br />0.41 <br />0.35 <br />0.00 • <br />6407.50 1.50 0.49 0.57 0.00 <br />6408.00 2.00 0.59 0.84 0.00 <br />6408.50 2.50 0.66 1.16 0.00 <br />6409.00 3.00 0.71 1.50 0.00 Stage of SW#1 <br />6409.08 3.08 0.72 1.56 5.96 Peak Stage <br />6409.50 3.50 0.77 1.87 37.05 <br />6409.60 3.60 0.78 1.95 44.47 <br />6409.70 3.70 0.79 2.03 59.33 <br />6409.80 3.80 0.81 2.11 75.75 <br />6409.90 3.90 0.82 2.19 93.69 <br />6410.00 4.00 0.83 2.27 111.09 <br />6410.00 4.00 0.83 2.27 111.09 <br />~******,e+r***** *+t,r*#,r* *******,r,r**,-,-*f**********fw*~~****i~**~****,t,t*,t************ <br />• <br />7_42, 8 May 1996 <br />