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The sewer collection system is designed using conventional <br /> standerds . Attached as EXHIBIT B is the Sanitary Sewer Stand- <br /> ards of San Joaquin County Department of Public Works . These <br /> standards are used in the design of the sewers within the <br /> service area. <br /> The treatment plant is considered only an interim facility. <br /> Eventually sewers from the City of Stockton will be extended to <br /> this area, at which time the treatment plant and ponds will be <br /> taken out of service. The Brown and Caldwell report indicates <br /> a sewer trunk line in Waterloo Road (SEE EXHIBIT C) All sewers <br /> in the service area will be useable. They converge at the lift <br /> station site only 250 feet North of Waterloo Road. If the flow <br /> line of the sewer trunk is lower than our inflow to the lift <br /> station we could gravity flow to the trunk line and eliminate the <br /> lift station. If the flow line of the sewer trunk is higher we <br /> could use the same lift station which will be lifting the sewage <br /> into the treatment plant to lift the sewage into the City <br /> truck line. <br /> According to the manufacturer, the treatment plant must be <br /> completely shut down every seven years (more or less) for <br /> and refinishing the metal surfaces . The second percolation <br /> pond could be converted into an extended aeration pond for <br /> p� irra ry treatment by installing floating aerators on a temporary <br /> basis . <br /> 1 <br /> — - - - <br />