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Attachment 3 <br />Site Assessment for PIN: 9835 -02 -9137 for proposed Solar Array <br />Public Utility (Class A Special Use Permit), non - residential <br />Site Data <br />Zoning: Rural Residential (R1) and designated 10 Year <br />Transitional Area on Future Land Use Map <br />Acreage: 52.1 acres <br />Overlay Districts: Back Creek Protected Watershed Overlay <br />District and Efland- Cheeks Hwy 70 Overlay District <br />Deed: No deed reference found. Legal Reference: 10 -E -451. <br />Plat/Legal Description: N/O Hwy 70 (no plat found) <br />Building Setbacks for Special Use Permit (Class A) <br />100 ft. from all property lines <br />50 ft. Type D Land Use Buffer shall be provided along any portion <br />of the perimeter of the parcel and easements <br />(see UDO, 5.10.3 C (2) (f) <br />Maximum height: 40' <br />Notes: <br />(1) Private Road Justifications, Recorded Declarations, <br />Restrictive Covenants, Bona Fide Farm status, use and building <br />type (e.g. duplex units) will change subdivision and development <br />requirements. (2) 80 ft. stream buffer graphically shown. (3) Floor <br />Area Ratio (FAR) maximum for residential conditional use = 0.58. <br />FAR maximum for non - residential use = 0.088. FAR maximum for <br />non - residential conditional use = 0.100. Required minimum open <br />space ratio = 0.84. Required minimum livability space ratio = <br />0.75. Required pedestrian /landscape ratio = 0.21. <br />(2) BMP may be required <br />�442�210 <br />I HrB P <br />•' t <br />�4'4�" "30T • <br />r - <br />24�a`- <br />_ ',3jHaw Creek <br />PIN# 9835029137 tectec <br />HELEN ETAL MACE rshed <br />ftw <br />CARL JERRY MACE hC <br />6517 US HIGHWAY 70 .,,,. _IN��G�TI <br />MEBANE, NC 273027598 ii MFG <br />Environmental Features: 140 <br />Streams located on lot. Stream buffer for stream to the east: <br />80 ft. (Method A). Stream buffer for stream to the west: 65 ft. <br />(Method A). Six water bodies located to the west. Water body <br />buffers: 65 ft. (Method A). <br />Slope: Slope of stream to the east: 8.8 %. Slope of stream to the <br />west: 6.4 %. Slopes of water bodies to the west: ranging from <br />2.4% to 6.4% <br />100 and 500 year Floodplains <br />Base Flood Elevation (BFE) based on FIRM Map: 663 <br />County Freeboard: 665 <br />Minimum Finished Floor Elevation (FFE): 665 <br />Flood Panel: 9835J <br />Impervious Surface Limits: 12% based on UDO (Sec. 4.2.6) - <br />272,337.12 sq. ft. of allowable impervious surface area <br />Note: On -site infiltration of the first inch of stormwater runoff, per <br />UDO, Sec. 4.2.6 for non - residential use <br />Land Disturbance Thresholds (Erosion Control) <br />1) Erosion Control Application /Permit required if disturbing more <br />than 20,000 sq. ft. <br />2) Stormwater Management Application /Permit required if more <br />than 21,780 sq. ft. (112 an acre) for commercial structures. <br />'Call OC Erosion Control at (919) 245 -2586 for more <br />information. <br />Date Site Assessment Completed: Updated 05/26/2016 <br />6� 6 <br />G <br />° o <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 />— USGS Stream <br />- -- 2' Contours (NCDOT) M City Limits <br />Floodway <br />-• Soils Survey Stream <br />0 Parcels <br />0 ETJ <br />(Effective 02/02/07) <br />LZ Floodplain Buffer 80ft <br />Moning <br />::: Soils <br />500 Year Floodplains <br />?z <br />'X Stream Buffer 80ft <br />0 Water Body <br />100 YR Floodplain <br />(Effective 02/02/07) 1 inch =600 feet <br />Water Body Buffer 65ft ® Watershed <br />(Effective 02/02/07) Base Flood Elevation (Symbol) 0 16o soo <br />Feet <br />j: : � FIRM <br />