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HomeMy WebLinkAbout20070070 Ver 2_Worksheets_20070529Project Name: Louisburg Pla. Project No. DWQ 07-0070v2 Shallow WL 1 SUBMITTED DESIGN: REQUIRED DESIGN.• elevations Permanent Pool (ft) 271 3 Temporary Pool (ft) 272 1 ft. depth ok areas Permanent Pool SA (sq ft) 25981 25601 sq. ft. ok Drainage Area (ac) 24.26 Impervious Area (ac) 14.67 60.5 % - Forebay (ft2) 3913 15.061006 % ok High Marsh (ft2) 8984 34.6 % ok Low Marsh (ft2) 9245 35.6 % ok Micropool (ft2) 3881 14.937839 % ok 100.1617 volumes Temporary Pool (cu ft) 52330 52330 cu. ft. check tempo other parameters SA/DA 2.4 2.42 - Orifice Diameter (in) 4 0.30 cfs drawdown - Design Rainfall (in) 1 2.0 day drawdown ok Linear Interpolation of Correct SA/DA*** 3 ft. Permanent Pool Depth Im ervious SA/DA from Table Next Lowest 60 _ 2.4, Project Impervious 60.5 2.42 Next Highest 70 2.88 C;v cl~ ~ Z~ D '7 G~- Project Name: Louisburg Pla. Project No. DWQ 07-0070x2 Shallow WL 2 SUBMITTED DESIGN: REQUIRED DESIGN: elevations Permanent Pool (ft) 260 3 Temporary Pool (ft) 261 1 ft. depth ok areas Permanent Pool SA (sq ft) 19298 18270 sq. ft. ok Drainage Area (ac) 17.12 Impervious Area (ac) 10.45 61.0 % - Forebay (ft2) 2950 15.286558 % ok High Marsh (ft2) 6920< 35.9 % ok Low Marsh (ft2) 6823 35.4 % ok Micropool (ft2) 2765 14.32791 % ok 100.8291 volumes Temporary Pool (cu ft) 37247 37247 cu. ft. check tempo other parameters SA/DA 2.4 2.45 - Orifice Diameter (in) 2 0.07 cfs drawdown - Design Rainfall (in) 1 5.8 day drawdown check drawG Linear Interpolation of Correct SA/DA 3 ft. Permanent Pool Depth Im ervious SA/DA from Table Next Lowest 60 2.4 Project Impervious 61.0 2.45 Next Highest 70 2.88