12/11/2025 CONSERVATION COMMISSION Minutes (2)

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Town of Mashpee Conservation Commission 16 Great Neck Road North Mashpee, MA 02649 Updates: (*15 minutes) (Public Comment solicited for each update—3 minutes per comment) No new updates. • Red Brook Road Culvert(Waquoit Bay Research Reserve-grant assistance) • Upper Quashnet Restoration • Johns Pond and Santuit Pond Milfoil • Chop Chaque Bog Restoration • Local Comprehensive Plan • Herring Warden • Harbor Management Committee • Mashpee River Restoration • Santuit Pond Fish Ladder—NRCS • Guided Nature Tours—December Schedule • Poppy Spit Dredge • Communication/Correspondence: (Public Comment solicited for each update): None • Additional Topics: (This space is reserved for topics that the Chairman did not reasonably anticipate would be discussed). None. *NOTE: INDIVIDUAL HEARINGS WILL BE LIMITED TO 15 MINUTES IN LENGTH (More complex proposals may be granted additional time, if necessary,by the Chair) NOI 28 Wilsons Grove, Haworth & Kathleen Neild II. Proposed raze of existing dwelling and construct and maintain new single-family dwelling with I/A septic system upgrade. (Representative: BSS Design Inc.) (cont. 8.7 / 8.21 /9.4 / 10.9) (legacy Reg 25) 43- 3354 Counsel Adam Brodzky introduced the team and noted the matter has been continued multiple times (Aug. 7, Aug. 21, Sept. 4, Oct. 9) to allow peer review and submission of revised materials. Since the last hearing, the applicant submitted a revised site plan, revised architectural plans, an updated construction methodology/narrative, and a letter addressing floodplain/building code compliance, including additional flood protection details (skirting and added flood vents). The applicant presented the peer review prepared by coastal processes/hazards specialist Brian McCormack(dated Nov. 24, 2025), which evaluated surface water flow and the potential for erosion/channelization between the proposed structure and neighboring structures. The report concluded that increased erosion was unlikely due to the project, citing minimal expected flow velocity from coastal flooding and essentially zero modeled flow between structures during rainfall, consistent with prior information submitted to the Commission. Surveyor Tom Bunker(BSS Design) reviewed limited site plan revisions. The plan now shows the neighboring septic system at 30 Wilson's Grove, which required drainage revisions to maintain required separation between leaching components. A previously proposed subsurface leaching area under the house was 3