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Town of Mashpee <br /> 16 Great Neck Road North <br /> " E cti Mashpee, Massachusetts 02649 <br /> BOARD OF HEALTH - PUBLIC SESSION MEETING <br /> Mashpee Town Hall -- Board of Health Office <br /> Minutes of the Meeting of June 28, 2018 <br /> Board Members Present: Member Absent: Also Present: <br /> Brian Baumgaertel, Chair Mallory Langler, Clerk Glen Harrington, Health Agent <br /> Laurel Almquist, Co-Chair <br /> Chair Brian Baumgaertel called the meeting to order at 7:01 PM. <br /> APPOINTMENTS <br /> 7:15 PM—Title V Variance—28 East Road. <br /> Glen Harrington stated that the proposed septic repair plan has been provided to replace a failed cesspool <br /> with a Title V system. The proposed septic system includes a two compartment septic tank/pump <br /> chamber, an H-20 d-box and three 500-gallon concrete chambers which will service the existing two <br /> bedroom dwelling. One variance has been requested which is for the proposed septic tank to the eastern <br /> property line. Mr. Harrington has reviewed the plan and made his comments to the engineer. They <br /> included the fact that the dwelling was a two bedroom per the floor plans, so the design flow should <br /> reference two bedrooms not three, a stripout inspection is required to be performed by the BOH,and the <br /> septic tank must have a minimum capacity of 1000 gallons. Mr. Harrington stated he sent the Title V <br /> reference for that, and did receive a revised plan per those comments. He further stated that 31 Park <br /> Road was the only direct abutter that was affected,and the owner of record had been notified as required <br /> by Title V. Mr. Harrington recommended that the board approve the septic variance with the following <br /> conditions: 1)that a strip-out inspection of the proposed SAS be performed by a health agent; 2)that the <br /> design flow reference two bedrooms, and 3) that the septic tank be specified as a 1,000 gallon minimum <br /> capacity. <br /> Dan Ojala, PE, PLS, Down Cape Engineering, introduced himself. Mr. Ojala indicated that all of Mr. <br /> Harrington's comments had been addressed. He stated that the variance is simply the tank to the sideline, <br /> and that the exact relief is 10'to 5.8 on the sideline. <br /> Mr, Harrington stated that, at the time of the stripout inspection, they would like to check the <br /> groundwater. He indicated that they did not hit groundwater at 11 feet,which was surprising. <br /> There being no further questions or discussion, Laurel Almquist made a Motion to approve the Title V site <br /> plan and septic variance with the condition that a stripout inspection of the,proposed soil absorption <br /> system be performed by a Health Agent, with a reference to the June 28, 2018 revision date on the plan. <br /> Motion seconded by Brian Baumgaertel. VOTE: Unanimous (2-0). <br /> 1 <br />