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12-2 1-87 <br /> 6. <br /> Charles Rowley also stated that if we assume that one of the timbers fails <br /> and the soil behind it should begin to move - now you have an exposed <br /> area that may be on the 1-1 to 1 slope that is umproteeted, <br /> 2 <br /> If this should wash out at the base there is a chance that it goes With <br /> it. <br /> Mr. Rowley does not feel comfortable releasing it because he does not <br /> know what he is liable for. <br /> 622roval Not Required Plans <br /> Applicant; New Seabury Corporation <br /> Location. Wading Place Road <br /> Request: Submission of Wading Place Road alternate <br /> 4-lot Am Plan. <br /> Scott MeAskill stepped down. <br /> The plan was submitted. <br /> This is continued to 11/4/87. <br /> Contimuation of Public Rear" g <br /> To review Special Pei-nit Application of :deters-Bartel for a 1'72-unit open <br /> 3pace Multi-Family Development Known as "Stratford Ponds", located off <br /> Route IjO. <br /> Basically the sewerage will be developed in two phases. The let phase will be, <br /> the installation of a conventional septic systems for the first 75 units. <br /> They have submitted the necessary application to DEQE. Tony asked for copies of <br /> this, The plant is designed just under 40,000 gallons per day. Tony asked <br /> what would the alternative be to this System. There are two other types that <br /> could be used. on this project but they thought this one in particular would <br /> be best. Charles Rowley asked to what extent would the water that discharges <br /> into those ehambers be free of solids, Usually less than 10 -milligrams per <br /> liter. Mr. Rowley asked how opften would they have to lift the chambers out <br /> of the ground. Basically what is going out is clear. The nitrogen removal <br /> will be 10 milligrams per liter. The smallest flow could be 8,000 gallons <br /> per day. <br /> This is conti-nued to 11-4-87 for traffic report and continued to 11-1!8-87 <br /> for dredging of the pond. <br />