Orange County NC Website
165 <br /> O R A N G E C O U N T Y <br /> INTEROFFICE MEMORANDUM <br /> TO: Board of Commissioners <br /> FROM: County Manager <br /> SUBJECT: Background on the Question of Lake Orange Storage <br /> Capacity <br /> DATE: April 1, 1987 <br /> This project has been under consideration as one of <br /> several measures to increase the amount of stored water <br /> available in the Upper Eno River during a drought. Authori- <br /> zation was given by the Board in November, 1986 to develop <br /> engineering plans and specifications to raise the lake by one <br /> foot yet with the capability of being raised to two feet at a <br /> later time were such decision to be made; and to survey <br /> property owner title claims and sentiment as related to a one <br /> or two foot rise. <br /> Background facts concerning the decision are as follows: <br /> 1. Safe Yield. The Division of Water Resources, <br /> relying on drainage area and average rainfall <br /> calculations, has estimated a 51 million gallon <br /> increase or a 200, 000 gallon per day safe yield <br /> increase from a one foot rise and a 104 million or <br /> 400, 000 gallons per day safe yield from a two foot <br /> lake level change. <br /> 2 . Engineering. Either level is engineeringly feasi- <br /> ble while still meeting the requirements of the Dam <br /> Safety Laws of 1967. All clearances have been <br /> received for construction to commence for the one <br /> foot. Were a two foot rise to be pursued <br /> additional approval would be necessary for the <br /> design of the flashboard release mechanism. The <br /> system consists of a one foot fixed vertical <br /> addition to the spillway crest with provision for a <br /> further one foot addition. The timber flashboards <br /> are to be permanently bolted in eight foot long <br /> sections to vertical structural steel supports <br /> which are to be anchored to the spillway slab. <br /> They are designed to withstand hydrodynamic forces <br /> occurring during severe storm events without <br /> compromising the safety of the dam embankment. <br />