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Reservoir Report <br />Reservoir No. 3 - CITY COMP PLAN <br />Pond Data <br />Pond storage is based on known contour areas <br />Stage 1 Storage Table <br />Stage <br />Elevation <br />It <br />ft <br />0.00 <br />938.00 <br />1.00 <br />939.00 <br />2.00 <br />940.00 <br />3.00 <br />941.00 <br />4.00 <br />941.50 <br />Contour area <br />Incr. Storage <br />Total storage <br />sgft <br />cuft <br />cuft <br />8,797 <br />0 <br />0 <br />10,244 <br />9,521 <br />9,521 <br />15,607 <br />12,926 <br />22,447 <br />17,418 <br />16,513 <br />38,960 <br />22,421 <br />19,919 <br />58.879 <br />Culvert/ Orifice Structures <br />[A] <br />[B] <br />[C] <br />Rise in <br />= 15.0 <br />12.0 <br />0.0 <br />Span in <br />15.0 <br />12.0 <br />0.0 <br />No. Barrels <br />= 1 <br />1 <br />0 <br />Invert El. ft <br />= 938.00 <br />938.00 <br />0.00 <br />Length ft <br />= 50.0 <br />50.0 <br />0.0 <br />Slope % <br />= 0.25 <br />1.30 <br />0.00 <br />N-Value <br />= .025 <br />.025 <br />.000 <br />4rif. Coeff. <br />= 0.65 <br />0.60 <br />0.00 <br />Multi -Stage <br />= ----- <br />No <br />No <br />[D] <br />0.0 <br />0.0 <br />0 <br />0.00 <br />0.0 <br />0.00 <br />.000 <br />0.00 <br />No <br />Weir Structures <br />[A] <br />Crest Len ft <br />= 0.0 <br />Crest El. ft <br />0.00 <br />Weir Coeff. <br />= 0-00 <br />Eqn. Exp. <br />= 0-00 <br />Multi -Stage <br />= No <br />Page 1 <br />English <br />[B] [C] [D] <br />0.0 <br />0.0 <br />0.0 <br />0.00 <br />0.00 <br />0.00 <br />0-00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />No <br />No <br />No <br />Tailwater Elevation = 0.00 ft <br />Note: All outflows have been analyzed under mist and outlet wntrol <br />Stage I Storage 1 Discharge Table <br />Stage <br />Storage <br />Elevation <br />Clv A <br />Clv B Clv C CIv D Wr A <br />Wr B Wr C Wr D Discharge <br />ft <br />cuft <br />ft <br />cfs <br />cfs cfs cfs cfs <br />cfs cfs cfs cfs <br />0.00 <br />0 <br />938.00 <br />0-00 <br />0.00 -- --- <br />- --- 0.00 <br />1.00 <br />9,521 <br />939-00 <br />1.38 <br />2.67 -- <br />- 4.06 <br />2.00 <br />22,447 <br />940.00 <br />3.84 <br />4.63 - <br />-- --- 8 47 <br />3.00 <br />38,960 <br />941.00 <br />5.62 <br />5.9$ - --- <br />-- - 11.60 <br />4.00 <br />58,879 <br />941.50 <br />10.85 <br />6.55 -- <br />-- --- 17.40 <br />