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EAGLE BROOK CHURCH <br />SRF Consulting Group, Inc. <br />Comm. #4443 <br />POND STORAGE VOLUMES <br />Upper Pond <br />Lower Pond <br />NW <br />HWL <br />Contour <br />Elevation (ft) <br />Area (ac) <br />Ave. Area <br />(ac) <br />Volume (ac. <br />ft) <br />Cumulative <br />Volume (ac -ft) <br />Comments <br />887 <br />0.31 <br />0.3 <br />0.3 <br />0.33 <br />888 <br />0.35 <br />0.4 <br />0.4 <br />0.70 <br />889 <br />0.39 <br />0.5 <br />0.5 <br />1"15.` <br />890.0 <br />0.52 <br />NWL = 888.00 ft <br />0.5 <br />0.5 <br />1.69 <br />NWL = 890.25 ft <br />891.0 <br />0.56 <br />1 YR HWL = 891.17 ft <br />0.6 <br />0.6 <br />228 <br />Weir = 891.25 ft <br />892.0 <br />0.61 <br />100YR HWL = 892.16 ft <br />0.6 <br />0.6 <br />2.92 <br />Overflow Spillway = 892.00 ft <br />893 <br />0.66 <br />Contour <br />Elevation (ft) <br />Area ac <br />Ave. Area <br />(ac) <br />Volume (ac <br />ft) <br />Cumulative <br />Volume (ac-ft� <br />Comments <br />884 <br />1.30 <br />1.3 <br />1.3 <br />1.34 <br />885 <br />1.38 <br />1.4 <br />1.4 <br />1.42 <br />886 <br />1.46 <br />1.5 <br />1.5 <br />2.91' <br />887.0 <br />1.54 <br />NWL = 888.00 ft <br />1.6 <br />1.6 <br />r: 9 t <br />1 YR HWL = 888.35 ft <br />888.0 <br />1.62 <br />Weir = 888.75 ft <br />1.7 <br />1.7 <br />6.15 <br />100YR HWL = 890.31 ft <br />889.0 <br />1.70 <br />Overflow Spillway = 890.75 ft <br />1.8 <br />1.8 <br />7.90 <br />890 <br />1.81 <br />(TOTAL POND DEADPOOL = 5.64 ac -ft <br />H: \Civil \047 \4443 \DRAINAGE \EXCEL \pond volumes.xls Page 1 of 1 10/13/2003 <br />