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HomeMy WebLinkAbout20120813 Ver 2_WFS BMP Design_20190206Duck Waterfront Shoppes Proposed Parking Addition Stormwater Management Calculations Design Storm Rainfall Depth (R p) Drainage Basin Area Data Additional Drainage Area Off -Site Drainage Area TotalDrainageArea (A) Soils Report Data Stormwater Wetland Calculations 1.5 in. 11,815 sf. 0.271 ac. 0 sf. 0.00 ac. 11,815 sf. 0.271 ac. Soil Type Sandy Hydric Soils - Infiltration Rate* (IR) 0.5 in/hr + Seasonal High Water Table Elev. 1.0 ft. rust Soils Data Based On Site Evaluation Performed by Protocal Sampling Services Subarea Description Area (FT`) Factor © Adj. Impervious I Area (FT') Adj. Impervious Area Ac. Additional As haltParkin &Concrete 1 8,277 1.00 1177 0.19 Open Space 3,538 0.00 0 0.09 Total Addition Built -Upon Area 1 8,277 0.19 Runoff Volume Calculation Impervious Fraction (IA) 0.701 70% Runoff Coefficient (R v) = .05+ .9(IA) 0.680 Additional Volume of Runoff to be controlled (V) = 3630*Ro *R v *A 1,005 ft s Wetland BMP - Treatment Volume Calculations Existing Permanent Pool Elevation (PPE) (Also Shallow Water/Deep Pool Top) 1.00 ft. MI Existing Temporary Pool Elevation (TPE) (Also Shallow Land Top) 1.50 ft. msl Existing Depth of Temporary Pool (D yi"„ �,) 0.5 ft. Additional Surface Area at Permanent Pool 1,962 ft Z Additional SurfaceArea of Temporary Pool 2,061 ft z Additional Temporary Pool Volume Provided 1,006 fts Storage Provided > Storage Required YES 2/6/2019 NOTE: These calculations are preliminary and are subject to change based on final design. The calculations intend to support the general volumetric and surface area of an existing stormwater wetland BMP being proposed for expansion in accordance with current NCDEQ stormwater regulations. The proposed BMP expansion will serve a proposed parking area addition as illustrated on an exhibit prepared by Bissell Professional Group and titled "DUCK WATERFRONT SHOPPES PARKING & STORMWATER BMP EXPANSION," dated 05/20/2016. Said exhibit and these calculations are only to be utilized to support a request being made for related wetland impacts. , R D `�tiZ..SSI0y•.9 — 9 �7 = 041 —Ztot . S AVID �� 7IM•///III110