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TO: Mark E. Bernhardson <br />FROM: Michael P. Gaffron, Assistant Zoning Administrator <br />DATE: 10-8-85 <br />SOBJRCT: Review of Stebbins' foundation boring report <br />I have read the above referenced report, which indicates that the <br />location Stebbins proposes to place hiz house has a potential for seasonally high <br />water tables. This is not a unique situation with new construction in Orono. <br />It is not apparent from the building plans submitted a exactly what <br />elevation the basement f loor is proposed in relation to the pond area. However, <br />it has been my experience that with the use of a few precautionary waterproofing <br />measures, septic tanks and pump tanks can be made- relatively infiltration -free by <br />a conscientious contractor. Stebbins also has .he option of placing the tanks at <br />a higher elevation, using a sewage ejector pump for the bar-em-nt and gravity flow <br />from the main f loor, and if need be install a the drain around the 1-piece precast <br />tanks, which would virtually eliminate all seepage of groundwater into the tanks. <br />Note that the foundation report did not review soils at the actual <br />drainfield site east of the driveway. The report by Mark Gronberg dated 6-20-64 <br />indi Cate ; percolation rates and indicated water table dept..s which are within the <br />ac ble parameters for a mound -type drainfield system. Many suc`, systems are <br />cL 'y being successfully used in Orono under similar soil and site <br />cor. I s . <br />I am convinced based on the information at hand that it is technically <br />feasiL using common practices to provide a relatively trouble -free on -site <br />sewage treatment system to serve this property. <br />