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ORANGE COUNTY <br />BOARD OF COMMISSIONERS <br />AND <br />PLANNING BOARD <br />PUBLIC HEARING AGENDA ITEM ABSTRACT <br />Meeting Date: November 27, 2000 <br />Action Agenda <br />Item No. ~~ <br />SUBJECT: American Stone Company/Orange Water and Sewer Authority Planned <br />Development Rezoning and Class A Special Use Permit <br />DEPARTMENT: Planning ~ Inspections PUBLIC HEARING: (Y/N) YES <br />ATTACHMENT(S): INFORMATION CONTACT: <br />Findings of Planning Staff P ~~ Craig Benedict, Director, Ext.2592 <br />Staff Comments an EIS P 3D Robert P. Davis, Planner III, Ext. 2580 <br />Environmental Impact Statement Summary P 31 <br />D <br />i <br />L <br />tt <br />anz <br />nger <br />e <br />er <br />OWASA Letter Concerning Nello Teer Plant P 35 <br />P 3s TELEPHONE NUMBERS: <br /> <br />Carrboro Resolution of Approval 8~ Comments <br />P a~ Hillsborough 732-8181 <br />Chapel Hill Resolution of Approval P a7 Chapel Hill 968-45.01 <br />Legal Ad/Certification of Letter sent to Owners Pas Durham 688-7331 <br />Site Plan Maps P 55 Mebane ~ 336-227-2031 <br />AppllCatlOn/SUpporting DQCUmentS Flled Apcl Supplied <br />PURPOSE: To receive evidence and public comment regarding American Stone Company and <br />Orange Water and Sewer Authority proposed Planned Development rezoning and Class A <br />Special Use Permit for expansion of the quarry operations and reservoir. <br />BACKGROUND: <br />-- Applicants: <br />American Stone Company <br />P.O. Box 30013 <br />Raleigh, NC 27622 <br />(919) 781-4550 <br />. _.. --f-~ _ ...-- - <br />Orange Water and Sewer Authority <br />P.O. Box 366 <br />Carrboro, NC 27512 <br />(919) 958-4421 <br />Location: At the intersection of NC 54 and Bethel Hickory Grove Church Road (SR 1104) <br />TawnShlq: Bingham <br />Current Conditions: <br />Zoning: Rural Buffer (RB) with a portion of the property under a Class A Special Use Permit <br />Ad~acent Pro ert Zonin :Rural Buffer (RB) <br />Pro osed Zonin :Planned Development -Light Industrial (PD-I-1 ), Class A Special Use Permit <br />Acr ease: 180± <br />