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C:�Program Files�FiydroCAD�ProjectsV-IydroCAD Projects�08 JOBS\ <br /> 081756 Barry Sewaii Proposed Conditions Type 1124-hr 100 Year Rainfa11=6.00" <br /> Prepared by Gronberg 8�Associates, Inc. Page 17 <br /> HydroCAD�8.00 s/n 004529 �2006 HydroCAD Software Solutions LLC 11/13/2008 4:11:13 PM <br /> Elevation Surf.Area Inc.Store Cum.Store <br /> (feet) (acres) (acre-feet) (acre-feet) <br /> 932.00 0.010 0.000 0.000 <br /> 934.00 0.080 0.090 0.090 <br /> Device Routinq Invert Outlet Devices <br /> #1 Primary 932.20' 3.0' long x 0.5'breadth Broad-Crested Rectangular Weir <br /> Head (feet) 0.20 0.40 0.60 0.80 1.00 <br /> Coef. (English) 2.80 2.92 3.08 3.30 3.32 <br /> Primary OutFlow Max=5.13 cfs� 12.08 hrs HW=932.87' (Free Discharge) <br /> t-1=Broad-Crested Rectangular Weir (Weir Controls 5.13 cfs a�2.57 fps) <br />