2004 S Manager - Coulter, Jewell and Thames for Consulting Engineering Services Efland Sewer Buckhorn EDD

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Construct a gravity sanitary sewer collection system adjacent to the northwest corner of the Buckhorn Economic Development District. The purpose of this gravity sanitary sewer collection system will be to serve existing lots in this area. The approximate length of this gravity sanitary sewer collection system is 8,097 linear feet. The construction of this sanitary sewer collection system will be in accordance with the City of Mebane's Utility Standards. The general concept and location of this system is shown in red as a "Core" and green as an "Optimum" utility on the attached map dated 12/1/2004. 4. Develop a "Utility Plan" that shows the future extension of public utilities (water and sanitary sewers) that will serve the Buckhorn Economic Development District. The area of land that comprises the Buckhorn Economic Development District is shown in light blue on the attached map dated 12/1/2004. 5. Omitted From The Project In The Bnchhorn Road Economic Development District Area: ~ 12-inch waterline around the east and north boundaries of the Buckhorn Economic Development District. This waterline is shown by a dashed blue line as an "Optimum" utility on the attached map dated 12/1/2004. ~ $-inch waterline that would serve lots located off West Ten Road located in the southwest corner of the Buckhorn Economic Development District. This waterline is shown by a dashed blue line as an "Optimum" utility on the attached map dated 12/1/2004. B. CENTRAL EFLAND: 1. Construct a gravity sanitary sewer collection system that will serve Central Efland. The purpose of this gravity sanitary sewer collection system will be to serve existing lots in this area. The approximate length of this gravity sanitary sewer collection system is 20,9901inear feet. The construction of this sanitary sewer collection system will be in accordance with utility standards outlined by Orange County. The general concept and location of this system is shown in purple as a "Core" and yellow as an "Optimum" utility on the attached map dated 12/1/2004. 2. Construct a new pump station with force main piping as required to receive and discharge wastewater flows from the additional service area created by the construction of the sanitary sewer collection system outlined in Item I B 1. The size of this new pump station, its location and design will be in accordance with utility standards and good engineering practices approved by Orange County and the County Engineer. The general concept and location of the pump station, while shown by a purple square as a "Core" utility downstream from the existing McGowan Pump Station on the attached map dated 12/1/2004, may be located at a different site more beneficial to Orange County based upon recommendations made by the Engineering Consultant. Orange County will have final approval with regard to the location of this pump station. Additional Pumping Requirements: It is understood by Coulter Jewell Thames P.A. that a second pump station may be required to serve the Central Efland Area for the gravity sanitary sewer collection system that will be constructed as described under Item I B1. It is further understood that it is the desire of Orange County to eliminate a second pump station if pumping of all wastewater for the Central Efland Area can be handled by the new pump station described in Item I B2. Coulter Jewell Thames P.A. will make investigations as necessary to determine the need, if any, for a second pump station. Should a second pump station be required, the cost for the engineering of this pump station is included in the fees provided by this Agreement. The general concept and location of this second pump station is shown by a purple square as a "Core" utility on the attached map dated 12/1/2004.