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4, . <br /> Loveland Ready Mix <br /> Critical Pond Elevations <br /> Design Engineer: <br /> Design Firm: <br /> Project Number: <br /> Date: <br /> DESIGN CRITERIA <br /> Urban Storm Drainage Criteria Manual, Urban Drainage and Flood Control District,June 2001 <br /> Stage Storage <br /> Volume(pond volume calculated using the prismoidal formula). <br /> (A1 +AZ+ A�AZ)Depth <br /> 3 <br /> CONTOUR VOLUME CUMULATIVE <br /> (FT) AREA(FT2) AREA(ACRE) (ACRE-FT) VOLUME <br /> (ACRE-FT) <br /> 4966.62 0 0.000 0 000 0.000 <br /> 4967 56 0.001 0 000 0.000 <br /> 4968 340 0 008 0.004 0 004 <br /> 4969 1,293 0 030 0 018 0 022 <br /> 4970 1,293 0 030 0 030 0.052 <br /> 4971 23,501 0 540 0 232 0 283 <br /> 4972 51,440 1 181 0.840 1 123 <br /> 4973 97,088 2 229 1 677 2.800 <br /> 4974 129,220 2 966 2.589 5 389 <br /> 4975 165,279 3 794 3.372 8 761 <br /> 4976 186,425 4 280 4 035 12 796 <br /> 4977 201,592 4.628 4453 17.248 <br /> Pond 20 Fill Calculations Page 1 of 1 8/28/06 <br />