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Stormwater calculations
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4/16/2026 2:53:19 PM
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Reservoir Report <br />Page 1 <br />Reservoir No. 2 - EXIST CULVERT English <br />Pond Data <br />Pond storage <br />is based on known contour areas <br />Stage 1 Storage <br />Table <br />Stage <br />Elevation <br />Contour <br />area <br />Incr. Storage Total storage <br />ft <br />ft <br />sgft <br />tuft cult <br />0.00 <br />938.02 <br />00 <br />0 0 <br />2.00 <br />940.00 <br />12,925 <br />12,796 12,796 <br />3.00 <br />941.00 <br />21,026 <br />16,975 29,771 <br />3.50 <br />941.50 <br />27,648 <br />12,169 41,940 <br />4.00 <br />942.00 <br />37,148 <br />15,858 56,983 <br />Culvert 1 Orifice Structures <br />Weir Structures <br />[A] <br />[B] <br />[C] <br />[D] <br />[A] <br />[B] <br />[C] [D] <br />Rise in <br />= 12.0 <br />0.0 <br />0.0 <br />0.0 <br />Crest Len ft = 15.0 <br />0.0 <br />0.0 0.0 <br />Span in <br />12.0 <br />0.0 <br />0.0 <br />0.0 <br />Crest El. ft = 941.41 <br />0.00 <br />0.00 0.00 <br />No. Barrels <br />1 <br />0 <br />0 <br />0 <br />Weir Coeff. = 2.70 <br />0.00 <br />0-00 0.00 <br />Invert El. ft <br />938.02 <br />0.00 <br />0.00 <br />0.00 <br />Eqn. Exp. = 1.50 <br />0.00 <br />0-00 0.00 <br />Length ft <br />40.0 <br />0.0 <br />0-0 <br />0.0 <br />Multi -Stage = No <br />No <br />No No <br />Slope % <br />1.30 <br />0.00 <br />0.00 <br />0.00 <br />N-Value <br />= .025 <br />.000 <br />.000 <br />.000 <br />Orif. Coeff. <br />= 0.68 <br />0.00 <br />0.00 <br />0.00 <br />Multi -Stage <br />= ----- <br />No <br />No <br />No <br />Tailwater Elevation = 0.00 ft <br />Stage 1 Storage 1 Discharge Table <br />Notes All outffows have been analyzed under Met and outlet control. <br />Stage <br />Storage <br />Elevation <br />Clv A <br />Clv B Clv C Civ D Wr A <br />ft <br />tuft <br />ft <br />cfs <br />cfs cfs cfs cfs <br />0.00 <br />0 <br />938.02 <br />0.00 <br />-- --- --- 0.00 <br />2.00 <br />12,796 <br />940,00 <br />3.13 <br />-- --- 0.00 <br />3.00 <br />29,771 <br />941.00 <br />4.04 <br />--- - 0.00 <br />3.50 <br />41,940 <br />941.50 <br />4.43 <br />--- - 1.09 <br />4.00 <br />56,983 <br />942.00 <br />4.78 <br />... --- --- 18.36 <br />Wr B Wr C Wr D Discharge <br />cfs cfs cfs cfs <br />-- - 0.00 <br />-- --- 3.13 <br />--- - 4.04 <br />5,52 <br />--- -- 23.14 <br />
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