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M <br />M <br />alternative. The first option would involve discharge of sewage into <br />the City's lift station at the hospital site. The second option would <br />necessitate pumping to the City's sewage treatment plant. A layout <br />of both is shown on Exhibit 2. <br />1. Option No. 1 <br />A new lift station rated at 300% of the average daily flow, <br />or 300,000 gpd, vs a total dynamic head of 71 ft. would replace <br />the existing lift station. The sewage would then be pumped <br />through a 6" PVC force main and discharged into the City's lift <br />station at the hospital. A master flow meter would be provided <br />on the force main for billing purposes. <br />Estimated construction cost of the lift station, force <br />main and meter is $121,000. However, City officials have in- <br />formed that system reinforcements will be required downstream <br />from the hopsital lift station before the City can accept sewage <br />flows from the County system. The County will be expected to <br />participate in the reinforcement costs by an amount not yet <br />determined. <br />2. Option No. 2 <br />This option would include.a new lift station rated at 300,000 <br />gpd vs a total dynamic head of 126 ft: discharging through a 6" <br />PVC force main to the City's treatment plant and a master flow <br />meter. There would be no additional charges for reinforcement <br />of the City system. <br />Estimated construction cost of the lift station, force main, <br />and meter is $210,000. <br />0 CT 2 01977 . <br />11 <br />