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Agenda - 5-a - Class A Special Use Permit – Solar Array off US Highway 70 in Cheeks Township
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Agenda - 5-a - Class A Special Use Permit – Solar Array off US Highway 70 in Cheeks Township
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51te Assessment for PIN, 9835 -02 -8137 for proposed SolarArray <br />Public Unfit, (Class A Special Use Permit }, non - residential <br />Sito Data <br />Zoning: Rural ResidentiaJ (P1) 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 />DlstrJct and Effand- Cheeks Hwy 70 Overlay District <br />Deed; No deed reference found. Legal Reference: 10 -1 =-451. <br />PlaVLegal Description: N10 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, 5.1 0.3 C (2) (f) <br />Maximum height: 40' <br />Notes., <br />(1) Private Road Just ffications, Recorded Declarations. <br />Rostrfctive Covenants, Bona Fide Farm status, use and bulfding <br />type (e.g. duplex units) will chango subdivisfon and development <br />requirements. (2) 80 ft. stream buffer graphically shown. (3) Floor <br />Area Ratio (FARE maximum for residential conditional use = 0.58, <br />FAR maximum for non - residential use R i}.i9J38. FAR maximum for <br />nor - residential conditional use = 0, 100. Required ininimum opan <br />space ratio = 0 -84, Ra qulred minimum livability space ratio = <br />0.75. Required pedestrIanllandscape ratio = 0.21. <br />(2) BMP rnayr be required <br />44-2; -` <br />°•� <br />A <br />41ININ: 983SD29137 <br />IELEN ETAL MACE <br />:ARL ,JERRY MACE <br />417 US HIGHWAY 70 <br />1EBAlNE, NG 2730275R8 <br />Environmental reatures: /_U0 <br />Streams located on lot. Stream bufferforstream to the east: <br />81} 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: 68 ft. (Method A). <br />Siope: Slope of stream to the east: $.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 Ftoodplains <br />Base Flood Elevation (BFE) based on FIRM Map: 6E3 <br />County Freeboard: 665 <br />Minimum Finished f=loor Flevation (FFE): 665 <br />Flood Panel: 98351 <br />Impervious Surface I- imits: 12 % based can UDO (Sec. 4.2.6) - <br />272,337.12 sq. ft. of allowable Imper0ous surface area <br />Note, On-site Infiltration of tfie first inch of stormwat€tr runoff, per <br />UDO, Sec. 4.2.6 for non- residential use <br />Lank Disturbance Thresholds (Erosion Contrail) <br />1) Erosion Control Application)Permit required if disturbing more <br />than 2D.000 sq. ft. <br />2) Stomiwater Managernent AppllcationlPermit required if more <br />than 21,780 sq- ft. (112 an acre) for commercial structures. <br />" *Call QC Erasion Control at (919) 245 -2596 for more <br />Information. <br />Date Site Assessment Completed. Updated 0512612016 <br />D wa shrxrn on lhta map * Mad,*d rrm Otarega County <br />ral°u and is ror mWrKrmco only: <br />EK8d sxa W ns and boumdwkm shQW bo MAIO . <br />Ate, pIxopaeedbyOranps County Plennitg K InNmcllpn; <br />DV=016 -rmam& <br />USGS Stream <br />- ' Contours (NC1)OT) MCity Urnits <br />Ffaodway N <br />-.� elfs SSurvey Survey Stra�arn <br />®Parcels <br />�] ETJ <br />02102107 [ ! <br />(Effective ) <br /># + <br />� Floodplain Buffer Soft <br />E3Zoning <br />t <br />r,;`� Soils <br />Oa{y Year Flo dplains <br />Ez <br />� Strearn Buffer $oft <br />' Water Body <br />100 `s R Ploodplain <br />(Effective 02102107) 1 n&= WO Wet <br />?2 Water Poly Buffer B5tt IMWatershed <br />Q (Effective M02107) <br />— Base Flood Elevation ( ymbal) n 15a Sao <br />Fna±l <br />�. � FI J�t�+l <br />
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