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Agenda - 09-03-1985
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Agenda - 09-03-1985
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10/6/2016 8:02:55 AM
Creation date
9/12/2016 12:24:37 PM
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BOCC
Date
9/3/1985
Meeting Type
Regular Meeting
Document Type
Agenda
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ORANGE WATER AND SEWER AUTHORITY <br /> 0 <br /> (OWASA) <br /> OURNAM <br /> CHAPEL HILL 0 OWASA serves the southeastern part of <br /> WAKE rOREST Orange County, including <br /> 0 Carrboro and <br /> SVI L-1 <br /> ;I Hill, and small area in Durham and <br /> ROLE LLE Chap <br /> Chatham counties. <br /> hOARISVILLE MUM <br /> 0 0 KNIGHTOALE 0 <br /> CRY 0 0" <br /> APEX 0 RALEIGH VENCELL Growth: Water Sewer <br /> 0 OCARMEA Population served 1970 T3,9-9 0 <br /> HOLLY SPRIXGS K%- Population served 1980 46,100 <br /> �FUQUAY-VARINA 0 40700 <br /> 'Pry Population served 1983 50,000 44,000 <br /> 0 Projected 1992 64,500 <br /> WATER; <br /> *1 ��7 56,800 <br /> Source: University Lake <br /> Stone safe yield. Quarry Reservoir 3.5 mgd. <br /> safe yield <br /> Cane Creek Reservoir (temporary) 0.5 mgd. <br /> on line 7/1/5 <br /> Treated water from Hillsborough 2.3 mgd. <br /> Treatment plant capacity contract* 2.0 mgd. <br /> Storage (5.25 Mg. elevated) 10.0 mgd. <br /> Average daily use, 1983 6.75 mg. <br /> Projected average daily use, 1992 5.49 mgd. <br /> 11-63 mgd. <br /> * Full 2.0 mgd. may not always be available <br /> Scheduled are: <br /> Cane Creek Reservoir, safe yield 10 mgd. 1986-89 <br /> Raw Water line I July 85 $11.4 mil. <br /> Increase plant capacity to 15 mgd. 1985-88 1.3 <br /> Elevated storage tank, I mg 1.8 <br /> Additional Pumping capacity, 8 mg 1985 d. 1991-92 1.0 <br /> Sludge handling facilities at plant 0.2 <br /> Distribution system 1985`86 1.5 <br /> Total 1985-86 2.1 <br /> $1T-3 mil. <br /> SE-- WER: <br /> Treatment plant capacity <br /> Average daily use, 1983 8.0 m9d. <br /> Projected average daily use, 1992 5.55 mgd. <br /> Scheduled are: 7.16 mgd. <br /> Plant improvements <br /> Phosphorus removal 1986 <br /> Anaerobic digester, system 1988-89 $0.8 Mil. <br /> 1 mgd. 2.3 <br /> Outfalls 1988-89 0.75 <br /> Total 3.8 <br /> r7.-65 mil. <br />
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