Orange County NC Website
<br />.., .. s.. <br />on June 16, 1987 at 7:30 p.m. in the Courtroom of the old Post Office;~~`- <br />Chapel Hill, North Carolina. <br />Shirley E. Marshall,. Chair <br />Beverly A. Blythe, Clerk <br />,7oanna Bradshaw, Administrative Secretary <br />MINUTES <br />SPECIAL MEETING <br />ORANGE COUNTY BOARD OF COMMISSIONERS <br />JUNE 8, 1987 <br />8:00 a.m. <br />The Orange County Board of Commissioners met in special session on <br />Monday, June 8, ].987 at 8:00 a.m. in the .Board of Commissioners Room, <br />Orange County Courthouse, Hillsborough, North Carolina for the purpose of <br />awarding the bid for the Efland Cheeks Sewer Project. <br />BOARD MEMBERS PRESENT: Chair Shirley E. Marshall and Commissioners <br />Stephen Halkiotis, John Hartwell, and Don Willhoit. <br />BOARD MEMBER ASSENT: Moses Carey, Jr. <br />ATTORNEY PRESENT: Geoffrey Gledhill. <br />STAFF PRESENT: County Manager Kenneth R. Thompson, Assistant County <br />Managers William T. Laws and Albert Kittrell, Finance Director Gordon <br />Baker, Clerk to the Board Beverly A. Blythe, Deputy Finance Officer Ken <br />Chavious and Purchasing Director Pamela Jones. <br />~BYD AWARD FOR THE EFLAND-CHEEKS TOWNSHIP SEWER PROJECT (See attached bid <br />tabulation which is made a part of these minutes) ~3 ~k~p <br />Ken Thompson reported that the revenues for the Efland Cheeks Sewer <br />Project had been secured. These revenues will cover the portion of the <br />line that had to be redesigned for Hillsborough. The total project cost <br />will be 1.5 million. The total cash available for the project is <br />1,571,087 leaving a surplus of $56,072. <br />Thompson noted that there is a "rock clause" in the contract where <br />the bidders had to take full responsibility for any rock encountered in <br />the Efland area. This was based on the County providing the contractor <br />with a survey showing where the rock is located and the amount of rock <br />present. He stated there should be no change orders due to rock. <br />Thompson reference the bid tabulation 'and explained the alternates as <br />listed on that chart. <br />Alternate 1 is a force main size of 8" which covers just the flow <br />that would result from the immediate construction. <br />Alternates 3 and 4 are sized to accommodate the Efland area as it was <br />originally planned and option 4 would include additional areas. <br />Commissioner Hartwell asked about the increased capacity in going <br />from an 8" pipe to an 10" pipe. <br />Kevin Carter, Engineer for Hazen and Sawyer, explained that to pump <br />535 gallons per minute through an 8" force main requires 167 foot of head <br />which is the limit that the type pumping system will take. A 10" force <br />main would drop the flow rate from 535 down to 89 because portions of the <br />10" force main would be gravity driven. In power cost there would be a <br />savings of approximately $26,000 or $27,000 over a ten year period. A 12" <br />