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Agenda - 05-27-1997 - C2a(4)
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Agenda - 05-27-1997 - C2a(4)
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Last modified
7/23/2013 4:38:58 PM
Creation date
7/23/2013 4:38:57 PM
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BOCC
Date
5/27/1997
Meeting Type
Public Hearing
Document Type
Agenda
Agenda Item
C 2a4
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Minutes - 19970527
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\Board of County Commissioners\Minutes - Approved\1990's\1997
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082 <br /> to the I-40/Old N.C. Highway 86 Economic Development District can be provided by <br /> extension of the 12-inch water line. <br /> Extending the 12-inch water main along Old N.C. Highway 86 to the I-40/01d N.C. 86 <br /> interchange, the approximate center of the District, would cost approximately$1-56 <br /> $150.000.. This cost includes -989 .000 linear feet of 12-inch ductile iron water line <br /> at$2 4. Q per linear foot plus contingencies and engineering costs(25%). Longer term, <br /> the Town of Hillsborough's Water Distribution System Plan calls for the extension of <br /> the 12-inch water main from the interchange due east to N.C. Highway 86. The Plan <br /> also calls for construction of a 500,000 gallon elevated water storage tank on the <br /> western border of the District. <br /> Sewage Disposal. The Town of Hillsborough is extending an 18-inch gravity sewer <br /> line along Cates Creek to near the north side of I-85. in additie to ° 12 <br /> in eh stub * eAeag GMes Greek-, a-A 12-inch gravity sewer line is beiag has been <br /> extended up a tributary of Cates Creek to serve the Wildwood Subdivision. Sehedule <br /> for- eampletien by late 1994, service to the District can be provided by emefisiea-e€ <br /> extending a 12-inch gravity sewer line from the terminus of the 18" line on the north <br /> side of I-85. under I-85 and stubetA along Cates Creek to its intersection with Old N.C. <br /> Highway 86. <br /> Extending the 12-inch gravity sewer main along Cates Creek, the northern boundary of <br /> the District, to its intersection with Old N.C. Highway 86 would cost approximately <br /> $584,375 $670,000. This cost includes 8,500 linear feet of 12-inch ductile iron gravity i <br /> sewer line at W_JU per linear foot plus contingencies and engineering costs(25%). f <br />
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