Orange County NC Website
ORANGE COUNTY <br /> BOARD OF COMMISSIONERS Action Agenda <br /> ACTION AGENDA ITEM ABSTRACT Item It) <br /> Meeting Date: APRIL 16, 1985 <br /> SUBJECT: WATER USAGE IN COMPARISON TO STORAGE CAPACITY <br /> DEPARTMENT: COUNTY MANAGER PUBLIC HEARING: Yes X No <br /> ATIPauctu(S) : INFORMATION CONTACT: MANAGER'S <br /> OFFICE X 501 <br /> TELEPHONE NUMBER: <br /> Hillsborough - 732-8181 <br /> YES <br /> Chapel Hill - 968-4501 <br /> Mebane - 227-2031 <br /> Durham - 688-7331 <br /> PURPOSE: Tb consider increasing water storage capacity at Lake Orange. <br /> NEED: Combined projected water usage within the Hillsborough Water <br /> System, the Cheeks Township portion of the Orange-A1amance Water <br /> System and the CWASA portion supplied through Hillsborough will <br /> exceed the capacity of the existing raw water impoundments by . <br /> the year 1994. Shortfalls in capacity occur even now when <br /> variations in average participation produce dry seasons. One <br /> recourse is to add additional raw water impoundment capacity. <br /> While Hillsborough (Lake Ben Johnson) and the MASA (Coffer Dam) <br /> are preparing for or taking action in this regard the measure <br /> first open to the County is to expand the back-up volume at Lake <br /> Orange. <br /> Factors to weigh are: (a) feasibility, (b) benefit, (c) <br /> construction cost, (d) land acquisition amount and cost, and (e) <br /> means of funding. <br /> Feasibility. Per preliminary study by Hazen and Sawyer it <br /> appears structurally and hydraulically feasible to raise the <br /> normal lake level 4 feet and still be within State and Federal <br /> design criteria. <br /> Benefit, Raising the lake by 4 feet would provide 65% <br /> additional raw water storage capacity (from 427 mg lake volume <br /> at normal, pool to 647 mg). Safe yield (20 year) would rise from <br /> 2.62 MGD to 3.10. <br /> fRnstractioaraaL Lake level would be raised by installing a <br /> rigid flashboard system across the present spillway crest at an <br /> estimated cost of $48,000. <br />