Orange County NC Website
06 <br /> • ORANGE GROVE <br /> STORM WATER PLAN <br /> OBJECTIVES: <br /> The lot layout for "Orange Grove" was done in such a way to maximize the following <br /> storm water objectives: <br /> ( 1) To establish large enough lots (avg. 2.78 ac.) in order to enhance natural <br /> assimilative capacities of the relatively slow soil percolation rates of <br /> 2"-6" per hour; <br /> (2) To situate lots such that excess rainfall will drain, through sheet flow, <br /> into catchment areas called grassed swales, that can absorb and retain the <br /> first 4 inch of rainfall during any given storm frequency event; <br /> (3) To allow for maximum use of both natural (oak-hickory-pine) overstory and <br /> planted herbaceous ground cover (fescue, rye, etc.). to encourage evapotrans- <br /> _. piration of the inFiltrated volume of water; <br /> (4) To use a combination of easily maintained engineered structures for storm <br /> water retention when such devices are rarely needed. Examples include catch <br /> basins, rock wiers, rock check dams and diffusers and two simple retention <br /> ponds with stand pipes as volume control tools. <br /> NATURAL FEATURES: <br /> ( 1) Soils - Five soil series exist on the 35.35 acre tract and are illustrated <br /> aithe attached table. The permeability of the first eight inches averages <br /> 2"-6" per hour for the good silt loam soils which comprises 73% of the tract. <br /> The underlying subsoil series peres about .6-1 .0" per hour and can still soak <br /> in the first flush of Z" of rainfall with relative efficiency. <br /> (2) Geologic Features - The slope of the site does not allow simple one to one <br /> calculations since it has a consistent gradient of 4-57 slope from North to <br /> South. Some rock outcroppings in the Tatum and Herndon soil groups compound <br /> the calculations. In some cases, rock fissures can help infiltrate surface <br /> runoff into underlying subsoils. End of the line retention ponds should not <br /> be located near these rock outcroppings in order to avoid potential contami- <br /> nation of ground water due to heavy head pressures. <br /> (3) Vegetation -- The relatively mature (45-60 years) timber with thick layers of <br /> leaf litter and Al layer humus also affords fast absorption of the first 4". <br /> The large lots allow for future residential use which will have accumulative <br /> impervious surfaces (IS) well below the allotted 12% zoning restrictions. <br /> ASSUMPTIONS FOR TYPICAL BUILDING: <br /> Average house footprint (40' X 45') 1800 S.F. <br /> Average 2 car garage footprint (24' X 32') 768 S.F. <br /> Average driveway dimension ( 100' X' 20') 2000 S.F. <br /> Sidewalk area/lot (50' X 4') 200 S.F. <br /> Patios ( 16' X 20') 320 S.F. <br /> IMPERVIOUS SURFACES/LOT 5088 S.F. <br />