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HomeMy WebLinkAbout20060961 Ver 1_Worksheets_20070717Project No. DWQ 06-0961 Project Name: 40/Wade Bio-retention 1 SUBM/TTED DESIGN: elevations Permanent Pool (ft) 370 Temporary Pool (ft) 370.5 areas Permanent Pool SA (sq ft) 8100 Drainage Area (ac) 4.29 Impervious Area (ac) 2.79 Rational C 0.7 Size % 0.5 volumes REQUIRED DES/GN: 0.5 ft. depth 6541 sq. ft. ac 65.0 % impervious sand underdrain Inlet Velocity 1 0 fps Inlet Flow Depth 1.2 in Depth to Ground Water 20 6 ft Planting Soil Infiltration 1 0.52 in/hr In-Situ Soil Infiltration 0.63 0.00 in/hr ~',~;~~ ok ok check veloci ok ok Project Name: 40Wade Project No. DWQ 060961 SUBM/TTED DF,S/GN. elevations Permanent Pool (ft) 380.5 Temporary Pool (ft) 382 areas Permanent Pool SA (sq ft) 20181 Drainage Area (ac) 17.46 Impervious Area (ac) 11.3 Forebay (ft2) 3028 High Marsh (ft2) 7063 Low Marsh (ft2) 7063 Micropool (ft2) 3027 volumes Temporary Pool (cu ft) 32865 other parameters SA/DA Orifice Diameter (in) Design Rainfall (in) 2.64 3 1 Linear Interpolation of Correct SA/DA Im ervious Next Lowest 60 Project Impervious 64.7 Next Highest 70 W/L 1 REQUIRED DESIGN. 3 1.5 ft. depth 19976 sq. ft. 64.7 15.004212 35.0 35.0 14.999257 100 40086 cu. ft. 2.63 0.20 cfs drawdown 1.9 day drawdown 3 ft. Permanent Pool Depth SA/DA from Table 2.4 2.63 2.88 o~ ~~~~ ok ok ok ok ok ok check tempo check draws