Orange County NC Website
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<br />D <br />M <br />A <br />C <br />E <br />R <br />D <br />WOODLANDDR <br />HOOVER <br />RD <br />SCARLETT ST <br />E WASHINGTON ST EXT <br />US 70 W <br />672 <br />658 <br />674 <br />676 <br />654 <br />663 <br />678 <br />694 <br />660 <br />669 <br />667 <br />656 <br />680 <br />686 <br />682 <br />692 <br />684 <br />688 <br />665 <br />690 <br />663 <br />66 <br />4 <br />BackCreekProtected Watershed <br />Haw CreekUnprotectedWatershed <br />Soil: GeB <br />Soil: GeB <br />Soil: GeC <br />Soil: HrB <br />Soil: EnC <br />Soil: GeC <br />Soil: TaD <br />Soil: TaD <br />Soil: HrC <br />Soil: W <br />Soil: HrB <br />Soil: W <br />Soil: W <br />Soil: HrB <br />Soil: W <br />Soil: HrB <br />Soil: GhC <br />USGS Stream <br />Soils Survey Stream <br />Floodplain Buffer 80ft <br />Stream Buffer 80ft <br />Water Body Buffer 65ft <br />2' Contours (NCDOT) <br />Parcels <br />Zoning <br />Water Body <br />Watershed <br />City Limits <br />ETJ <br />Soils <br />100 YR Floodplain <br />(Effective 02/02/07) <br />Floodway <br />(Effective 02/02/07) <br />500 Year Floodplains <br />(Effective 02/02/07) <br />Base Flood Elevation (Symbol) <br />FIRM <br />· <br />0 150 300Feet <br />1 inch = 600 feet <br />Data shown on this map is obtained from Orange County <br />GIS and is for reference only. <br />Exact locations and boundaries should be verified. <br />Map prepared by Orange County Planning & Inspections. <br />06/02/2016 - rmccook <br />PIN#: 9835029137 <br />HELEN ETAL MACE <br />CARL JERRY MACE <br />6517 US HIGHWAY 70 <br />MEBANE, NC 273027598 <br />Environmental Features:Streams located on lot. Stream buffer for stream to the east:80 ft. (Method A). Stream buffer for stream to the west: 65 ft.(Method A). Six water bodies located to the west. Water bodybuffers: 65 ft. (Method A). <br />Slope: Slope of stream to the east: 8.8%. Slope of stream to thewest: 6.4%. Slopes of water bodies to the west: ranging from2.4% to 6.4% <br />100 and 500 year Floodplains <br />Base Flood Elevation (BFE) based on FIRM Map: 663County Freeboard: 665Minimum Finished Floor Elevation (FFE): 665Flood Panel: 9835J <br />Impervious Surface Limits: 12% based on UDO (Sec. 4.2.6) -272,337.12 sq. ft. of allowable impervious surface areaNote: On-site infiltration of the first inch of stormwater runoff, perUDO, Sec. 4.2.6 for non-residential use <br />Land Disturbance Thresholds (Erosion Control)1) Erosion Control Application/Permit required if disturbing morethan 20,000 sq. ft.2) Stormwater Management Application/Permit required if morethan 21,780 sq. ft. (1/2 an acre) for commercial structures.***Call OC Erosion Control at (919) 245-2586 for moreinformation. <br />Date Site Assessment Completed: Updated 05/26/2016 <br />Site Assessment for PIN: 9835-02-9137 for proposed Solar ArrayPublic Utility (Class A Special Use Permit), non-residential <br />Site DataZoning: Rural Residential (R1) and designated 10 YearTransitional Area on Future Land Use MapAcreage: 52.1 acres <br />Overlay Districts: Back Creek Protected Watershed OverlayDistrict and Efland-Cheeks Hwy 70 Overlay DistrictDeed: No deed reference found. Legal Reference: 10-E-451.Plat/Legal Description: N/O Hwy 70 (no plat found) <br />Building Setbacks for Special Use Permit (Class A)100 ft. from all property lines50 ft. Type D Land Use Buffer shall be provided along any portionof the perimeter of the parcel and easements(see UDO, 5.10.3 C (2) (f)Maximum height: 40' <br />Notes:(1) Private Road Justifications, Recorded Declarations,Restrictive Covenants, Bona Fide Farm status, use and buildingtype (e.g. duplex units) will change subdivision and developmentrequirements. (2) 80 ft. stream buffer graphically shown. (3) FloorArea Ratio (FAR) maximum for residential conditional use = 0.58.FAR maximum for non-residential use = 0.088. FAR maximum fornon-residential conditional use = 0.100. Required minimum openspace ratio = 0.84. Required minimum livability space ratio =0.75. Required pedestrian/landscape ratio = 0.21.(2) BMP may be required <br /> 158