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HomeMy WebLinkAboutWingate University Student Housing Apartments - Sand Filter Design-WU 01.15.18Sand Filter Design Project: WU‐Student Housing Section 11 NCDENR BMP Manual Location: Wingate NC Date: 8/28/2017 Rev 01.06.18 Designer: Clint Lawrence, PE Flow to Basin Data Composite CN after development:3.32 ac. Impervious Area CN= 98 Soil Type: 0 ac. Roof area CN= SCS Soil Group: 0 ac. Gravel CN= 89 B Soils 1.93 ac. Grassed Area CN= 61 C Soils 0.15 ac. Grassed Area CN= 74 5.40 ac. Total Area CN= Composite CN 84.1093 Volumetric Runoff Cofficient, Rv: Rv =.05+.009(I) % Impervious Area 61.48% Rv 0.603333 Water Quality Protection Volume, WQv: WQv =1.0RvA/12 WQv 0.27 Ac‐Ft 11,827 c.f WQv ADJ 8,870 c.f.  75% reduction of WQv WQv 0.4525 in. of runoff Modified CN CN =1000/[10+5P+10WQv‐10(WQv^2+1.25WQvP)^.5] P1 Modified CN 93.04175 Sand Filter Area By Darcy's Equation; k= 3.5 ft/day Af =(WQv*df)/[k*(ha+df)*tf] df= 1.5 ft Af 1351.605 sf ha= 1 ft tf= 1.5 days Sand Filter Media Stage‐Storage: Elev Qo =Af(K)(hf+df)/(df)(Cf) 533 0.056956019 Use Af 1406 sf 534 0.094926698 k 3.5 ft/day 535 0.132897377 df 1.5 ft 536 0.170868056 537 0.208838735 538 0.246809414 Underdrain Capacity: D=16((Q*n)/(s^0.5))^(3/8))3.735975 IF D is less than 7.84 use (2) 6' Pipes (2) 6" Undergrounds Proposed BMP section 5.7 Underdrain Capacity: 2# of 6'' dia. Underdrains 64 ft Length of underdrains 256 # of 3/8 dia. Performations assuming 50% clogged 0.009501 cfs Capacity of one perforation =CA(2gh)^.5 1.216117 cfs Capacity of all performations assuming 50% clogged 0.789 cfs Capacity of all 6'' dia. PVC pipes by Manning Eq 0.394 cfs Capacity assuming 50% clogged OK underdrain capcity greater than max. media capacity Anti‐Flotation Base: Boyant force=Weight of water displace by outlet structure 5.33 ft 5.33 ft 10 ft 9,500 lbs Wt of water displaced=Volume of structure*62.4 lb/cf 19,150 lbs Wt of four 8'' thick walls at 145 lb/cf (Pre Cast Structure) 2 Factor of Saftey None Req Wt. of base required at 145lb/cf 0 c.f. concrete required at 145 lb/cf 0ft min, square concrete base, 12'' thick