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w- <br />r <br />■'N-- <br />t/" <br />H <br />s'-:. <br />E <br />6i <br />«::• <br />tV <br />r. <br />r <br />t'I:a! <br />ir' <br />\’-J -m <br />RECOMMENDATION <br />1. I would certainly not recommend against including the Oxford <br />Road lakeshore properties if the property owners wanted the <br />sewer^ although there is no compelling need for sewer. Since a <br />number of those house are lower than the road, it might be most <br />advantageous for their hook-ups if the pipe was between the <br />houses and the shoreline. <br />2. The four houses that abut Bayside Road again have alternate <br />sites available and have no compelling need for sewer, but could <br />easily be served by a line along the south side of Bayside Road, <br />Alternately, service stubs could be jacked under Bayside to serve <br />them from a line north of the road. <br />3. In the two scenarios above the residents at 500 Oxford Road <br />would not be served but this property appears to have alternate <br />sites available. <br />J. Christine Drive. - These four lots have recently developed, <br />all being 2 or more acres in area and all using mound sytems. <br />Bach lot has at least one alternate site available. There is no <br />compelling need to sewer these properties. If a sewer line is <br />Installed along the south side of the Luce Line, stubs would have <br />to be bro ’.ght to the .rth side to serve these homes. <br />RECOMMEfDATION - There is no need to provide sewer to these <br />properties at this time nor in the foreseeable future. <br />4. Propsrtiss requesting exemption from sewer project inclusion; <br />A* 3620/3630 Eileen Street <br />The Whitman property at 3620 Eileen Street has been calculated to <br />contain 1.80 acres of land. The existing system includes 2 <br />tanks, a pump tank and 1,000 sq. ft. of trench drainfield <br />installed in 1975. The system has never shown any visible signs <br />of failure. <br />Even though this lot appears to have some extremely steep slopes <br />on three sides, there is ample room for drainfield trenches to be <br />extended or replaced if the soils information dictates that <br />trenches would be feasible. However, if the existing trench <br />system falls, I would not be surprised to find soil conditions <br />dictating that a mound is necessary due to seasonal saturation <br />zones (which are possible even on this hill). The only apparent <br />area with slope suitable for a mound is at the northwert corner <br />of the lot, and this area could contain only one mound system at <br />best. <br />The Isles property at 3630 Eileen Street has been calculated to <br />contain 2.05 acres in area. The system consists of two 1,000 <br />gallon tanks and 1,200 sq. ft. of trench drainfield Installed in <br />WMu'-y <br />. . .