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Agenda - 05-28-1996 - C2(b)
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Agenda - 05-28-1996 - C2(b)
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Last modified
10/24/2013 12:04:39 PM
Creation date
10/24/2013 12:04:36 PM
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BOCC
Date
5/28/1996
Meeting Type
Public Hearing
Document Type
Agenda
Agenda Item
C 2b
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Minutes - 19960528
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\Board of County Commissioners\Minutes - Approved\1990's\1996
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sj <br /> 3-inch Water Line West side of Buckhorn Road from south side of <br /> Southern Railroad to I-85 <br /> 2-inch and 12-inch water lines From U.S. Highway 70 down <br /> Redman Road to south side of <br /> Southern Railroad <br /> Extending the 12-inch water main along U.S. 70 to the approximate center <br /> of the northern quadrant of the District would cost approximately $62,500. <br /> This cost includes 2,000 linear feet of 12-inch ductile iron water line at <br /> $25 per linear foot plus contingencies and engineering costs (25%). <br /> Another potential provider is the City of Mebane (Graham-Mebane Water <br /> System) through an existing 12-inch water main which terminates at the <br /> Pak-Lite plant on Washington Street south of the Southern Railroad 0.3 <br /> mile from Buckhorn Road. <br /> Sewage Disposal Orange County's E11and sewer system has an 8-inch <br /> gravity line on the north side of U.S. Highway 70 which terminates 400 <br /> feet west of Richmond Road. Any service west or south of thai point <br /> would have to be pumped, and flows of up to 100,000 gallons per day <br /> (GPD)could be accommodated in that line. Plants with flows of greater <br /> than 100,000 GPD would have to pump farther to the east to a section of <br /> 12-inch gravity sewer line. <br /> The four intermittent streams in the northern quadrant flow south <br /> underneath_I-85 and converge in the southern quadrant of the EDD <br /> Sewer construction which will occur as the EDD develops should rely to <br /> the extent possible on gmyity flow in order to minimize the number of <br /> pump stations and associated costs by the use of gmyity lines along the <br /> intermittent streams in the north Quadrant and underneath I-85 to West <br /> Ten Road. A single pump station near the stream crossing at West Ten <br /> could then convey wastewater from the entire EDD to a gravity section_of <br /> the Eflaud sewer system. <br /> Otherwise.several_pump stations could be necessary in the northern <br /> quadrant of the EDD because the top.Q by there generally runs <br /> pe=jWicular to the gravity sewer on High=70. <br /> Cost estimates for constructing a grayiV system along the streams and a <br /> pump station at West Ten may be developed to determine potential <br /> funding scenarios. <br /> statien having 100,000 GPD avefage and 250,000 peak eapaei4ies. <br />
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