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t <br /> Page 7 <br /> h <br /> Treatment capacity does not exist at this time but could be provided in the westerly region of the service area. All <br /> wastewater would be conveyed uphill to reach the proposed treatment area.The longest pumping distance <br /> would be approximately one mile. <br /> We would anticpate that this area could easily be servied with a STEP collection system.We would not require <br /> list stations as all STEP system would eaily pump directly to the point of treatment. We sould suggest that more <br /> detailed evaluation of the commercial properties would be required to determine the onsite infrastructure and the <br /> costs that would be necesssary for tieing them into a STEP collection system. <br /> High School Site Collection Area <br /> The High School service area is an established area that is predominantly residential with a limited amount of <br /> small commercial properties. In total there are about 730 properties to be served. The service area is located <br /> adjacent to a small lake with a topography that varies about 40'. The topography can best be described as <br /> undulating.An aerial of the area is show below: <br /> a <br /> tE�,. <br /> There is some existing treatment capacity, although expansion is required to service this area in its entirity. The <br /> longest pumping distance would be approximately 1.8 miles. <br /> We would anticpate that this area could easily be serviced with a STEP collection system. We would not require <br /> lift stations as all STEP system would eaily pump directly to the point of treatment. The undulating topography, <br /> long pumping distance and large service area would likely be difficult for a grinder pump system to service <br /> without the addition of a lift station. <br />