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Town of Mashpee Conservation Commission <br /> 16 Great Neck Road North <br /> Mashpee, MA 02649 <br /> NOI 15 Nehoiden Road, Matthew H. & Carmen F. Brogie. Proposed addition to single family <br /> home. (Representative: Strong Tree Engineering) (cont. 1.22 /2.05/2.19) 43- <br /> 3394 <br /> Chair Cook recused himself from the discussion since this is one of his client. <br /> Sandi Godfrey, Secretary of the Conservation Commission, stated that with the Chair recusing himself, and the <br /> Vice Chair's absence, the Commission would need to elect a Chair Pro Tem to preside over the discussion. <br /> NOMINATION: For Paul Colombo to be Chair Pro Tem for the discussion of 15 Nehoiden Road. <br /> Nominated by: Seana Pitt Seconded by: Richard Sahl <br /> Vote: Nomination passed unanimously. <br /> (Richard Sahl, Paul Colombo, Seana Pitt, Sandi Godfrey) <br /> Chair Pro Tem Colombo confirmed that a quorum of eligible voting members was present and he opened the <br /> continued hearing for 15 Nehoiden Road. <br /> The applicant's representative explained that the project is located within the floodplain, and the design includes <br /> flood vents in the proposed garage structure. In response to comments from prior hearings, the applicant <br /> submitted revised plans including mitigation plantings. The representative noted that landscaping areas had been <br /> added along the side and rear of the lot, with native plant species such as cedars and shrubs that provide wildlife <br /> habitat and pollinator benefits. The proposed mitigation exceeds a 2:1 ratio relative to the disturbed area created <br /> by the addition. <br /> During Commission discussion, a member raised concerns about future flood conditions based on projections <br /> from the Morris Data Viewer, which incorporates sea level rise modeling developed by Woods Hole <br /> Oceanographic Institution. It was noted that projections for this parcel show a significant flood exceedance <br /> probability by 2050, potentially resulting in substantial water depths during storm events. Given these projections, <br /> the Commission encouraged the applicant to consider additional resiliency measures beyond the proposed flood <br /> vents. <br /> A Commissioner suggested the possibility of installing drainage or infiltration openings in the garage slab to <br /> allow floodwater to dissipate if the structure were inundated. The applicant indicated they had not previously <br /> encountered this type of design feature, noting that engineers typically avoid directing stormwater toward <br /> building foundations. However, the applicant stated they would be willing to explore the concept if recommended <br /> by the Commission, and a Commissioner noted such measures could potentially be included as a condition of <br /> approval. <br /> Additional discussion focused on how the garage slab is typically pitched toward the garage door, which would <br /> naturally direct water outward. Commissioners discussed alternative options, including creating drainage <br /> openings near the slab edges or leaving certain areas beneath the structure as gravel rather than concrete to <br /> improve water infiltration and reduce flood pressure. <br /> Commission members also noted that building elevation requirements and flood resiliency considerations may <br /> ultimately be reviewed further by the Building Department, given the floodplain location of the property. <br /> Several Commissioners expressed appreciation for the expanded mitigation planting plan, and no further concerns <br /> were raised. Staff indicated that the applicant had addressed the requested mitigation and that, if the applicant was <br /> willing to work with the Commission on the resiliency considerations discussed, the project appeared to be <br /> moving in a positive direction. <br /> 5 <br />