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Town of Mashpee Conservation Commission <br /> 16 Great Neck Road North <br /> Mashpee, MA 02649 <br /> Discussion: (Public Comment solicited for each discussion - *3 minutes per comment) <br /> • Water Quality: Issues and initiatives (ongoing discussion item) <br /> The Commission briefly discussed ongoing water quality efforts. Staff noted that restoration projects and related <br /> initiatives remained ongoing.No further discussion occurred. <br /> • GHD to present Phase 3 soil boring <br /> Marc Drainville of GHD presented a request for permission to conduct a single soil boring on a Town-owned <br /> parcel within the Waquoit Bay watershed to evaluate its suitability as a future effluent recharge site. He <br /> explained that the site, identified in the 2015 Comprehensive Wastewater Plan, consists of four parcels and <br /> would receive treated effluent from a proposed nearby wastewater treatment facility, with flows pumped to <br /> the recharge location. Mr. Drainville stated that the purpose of the soil boring is to evaluate subsurface <br /> conditions and determine whether the site is appropriate for recharge, including analysis of underlying soils, <br /> groundwater elevation, and potential groundwater mounding that may occur when effluent is introduced. He <br /> noted that additional factors, including wetland resource areas and environmental constraints, would also be <br /> evaluated as part of the broader feasibility review, and that the boring is one component of that process.He <br /> explained that access to the site would be gained using existing dirt roads and trails, including areas near <br /> sandy clearings and along an existing path adjacent to the Joint Base boundary. No live trees would be <br /> removed, and only minor clearing of fallen trees within existing roads and trails may be necessary to allow <br /> access. Mr. Drainville further explained that, if the site proves suitable, the recharge system would consist of <br /> discharging treated effluent into a subsurface sand bed designed to allow infiltration directly into the ground, <br /> with no standing water. He indicated that discharge rates would be well below the soil percolation capacity. <br /> He also noted that the groundwater table at the site is approximately 50 feet below grade, and that the <br /> proposed soil boring would extend to a depth of approximately 65 feet to fully evaluate subsurface conditions. <br /> Public Comment <br /> Sue Dangle, Chair of the Mashpce Freshwater Ponds Committee, introduced herself and Diane Phillips and stated <br /> that the Committee is preparing a Community Preservation Committee (CPC) application for a diagnostic study of <br /> Johns Pond and Moody Pond. She explained that the study is intended to evaluate hydrology and water quality <br /> conditions in the area, noting that Johns Pond does not currently have an active diagnostic assessment and that the <br /> proximity of Moody Pond makes a combined study appropriate. <br /> Ms. Dangle stated that the Committee plans to attend future meetings periodically to remain engaged with the <br /> Commission and requested its support for the forthcoming CPC application. <br /> In response to a question from the Commission, Ms. Dangle indicated that the proposed study would be generally <br /> supportive of the GHD soil boring effort by helping to better understand hydrology and effluent movement in the <br /> area. She noted that such studies are typically coordinated through the Town's water quality program and <br /> performed by the School for Marine Science and Technology at UMass Dartmouth. <br /> Ms. Dangle also stated that the Committee supports the proposed soil boring and will be submitting a letter of <br /> support for an upcoming Notice of Intent related to aluminum sulfate treatment at Ashumet Pond. <br /> MOTION: To approve soil boring for GHD at the site. <br /> Motion bv: Sandi Godfrey Seconded by: Richard Sahl <br /> Vote: Motion passed by unanimous vote. <br /> (Steve Cook, Sarah Thornbrugh,Paul Colombo, Sandi Godfrey,Richard Sahl, Seana Pitt) <br /> 2 <br />