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a) Dish antennas would be allowed on the ground or on roof-tops. If on the <br /> ground, landscape screening would be required. If on the roof, screening <br /> would be accomplished through architectural design of the roof. In both <br /> cases, visibility of the antennas would be minimized. <br /> b) Tower antennas would be allowed on the ground or on roof-tops, with a <br /> height limit of 15 feet. Higher towers would require approval of a Special <br /> Use Permit. <br /> Revisions to Section 3.4(Service and Storage)and 3.1 (Architectural Design) have <br /> been prepared to address this recommendation. (Attachments 5 and 6) <br /> 6. Use a different means of identifying high water use. The Design Manual <br /> currently requires approval of a Special Use Permit or Planned Development if <br /> water use exceeds an industry average. The Work Group recommended that a <br /> specific number, in terms of gallons per day, be used to define the limit above <br /> which approval by the Board of Commissioners would be required. <br /> The Town and County staffs recommend a threshold of 30,000 gallons per day, <br /> which is approximately 1% of the daily capacity of the existing Hillsborough <br /> wastewater treatment plant. Flynt Industries, which uses approximately 500,000 <br /> gallons per day,is the only existing industry served by Hillsborough which exceeds <br /> the proposed threshold. <br /> A proposed revision to Section 2.4 (Environmental Factors) is included to <br /> implement this recommendation. (Attachment 7) <br /> B. Options to Address Issues on Which Consensus was not Reached <br /> The Work Group did not reach consensus on whether or not water and sewer service <br /> should be extended to serve the south side of I-40. The southernmost boundary of any <br /> sewer service from Hillsborough would be the ridgeline forming the boundary of the Cates <br /> Creek drainage basin. <br /> The Work Group identified the following options and possibilities: <br /> 1. Limit public water and sewer service to the north side of I-40, delaying extensions <br /> to the area south of I-40 until specified development *AN* are met. <br /> Development eh lds discussed by the Work Group included specifying a <br /> percentage of area within the remainder of the EDD which must be developed or <br /> planned, or specifying a time period which must pass, after which the issue could <br /> be revisited. In the interim, allow alternative wastewater disposal systems on the <br /> south side of I-40. <br /> Discussion of the Work Group on this issue focused to a great extent on the <br /> perception held by some citizens that the extension of public services to the south <br /> side of 1-40 would create development pressure at the intersection of I-40 and New <br /> Hope Church Road, which may result in extension of water and sewer service <br /> from OWASA through the Rural Buffer. <br /> Terms of the Joint Planning Agreement between Orange County, Chapel Hill and <br /> Carrboro, and the Orange County Water and Sewer Policy currently prohibit <br /> extensions into the Rural Buffer except as necessary to address a public health <br /> emergency or serve an essential public service, such as a school. Concern was <br /> expressed that future development pressure in or near the Rural Buffer could <br /> result in changes to the Agreement which could compromise the Rural Buffer. <br />