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03/21/2024 CONSERVATION COMMISSION Minutes
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03/21/2024 CONSERVATION COMMISSION Minutes
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Mashpee_Meeting Documents
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CONSERVATION COMMISSION
Meeting Document Type
Minutes
Meeting Date
03/21/2024
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Motion: Mr. Cook motions for the continuation of 275 Quinaquisset Avenue on May 23, 2024 at 6:30 pm <br />which was seconded by Ms. Godfrey. <br />No discussion from commissioners <br /> <br />Roll Call: Mr. Cook (Yes), Ms. Copeland (Yes), Ms. Godfrey (Yes) Mr. Colombo (Yes) <br />Motion passes: Unanimous <br /> <br />6:48 <br />NOI 43-3265 17 Monomoscoy Road West, Biria D. and Elaina C. St. John, Trustees, Biria S. John <br />Trust. Proposed raze and replace an existing single family dwelling, I/A septic upgrade, attached garage, <br />landscaping, hardscaping, and mitigation plantings. Rep: Falmouth Engineering Inc, Yarmouthport Design <br />Group. (Cont. 1/25, 3/7) <br /> The hearing begins with Attorney Brian Wall, reminding the commissioners of the last in house hearing <br />discussion of Mr. Cook’s previous question regarding whether or not they will be asking for a waiver regarding <br />Regulation 25. At the prior meeting an opinion was given however, since then a written submission has been <br />sent in with greater detail of his interpretation regarding Regulation 25. Attorney Wall paraphrases 2 “factual <br />statements” found in Regulation 25 as followed: waves 2-3 feet high as in too small for a V zone but still <br />capable of causing structural damage or erosion will occur in the base flood condition in many coastal A zones. <br />His interpretation of this statement is that: even though it’s in a flood zone it’s not a velocity zone in some <br />places where waves can reach between 2 to 3 feet in height. The second: because significant proportion of wave <br />energy during a storm event reflects off a vertical wall erosion can occur “vertical walls are thus prohibited” <br />relates to the prior statement regarding the 2-3 foot waves. In addition, other walls are permitted upon clear <br />showing those walls are properly designed to not exasperate erosion. He feels this is not a categorical <br />prohibition there are places where vertical walls can be permitted in an A zone. <br /> Attorney Wall hands out a printed copy of the FEMA map for the property whiles referencing the FEMA <br />definition of an AE Zone and that there are 2 different types. One type is coastal A zone a place called a limit of <br />moderate wave action where there can be wave heights of 1.5 to 3 feet. According to Attorney Wall’s FEMA <br />flood map the property is located between a minimal wave action area and coastal A zone area. The symbols on <br />the map further indicates wave action is seaward, therefore, the location of the project is not located in a coastal <br />A zone but in an AE zone of minimal wave action. <br /> Mr. Borselli the representative from Falmouth Engineering, Inc presented an itemized list of revisions. 1) <br />Buffer zone is now 75’ and a 150’ distance from the wetland resources. 2) Regarding the ACEC plan an <br />adjusted boundary line has been made to the edge of wetland vegetation. 3) Reduced the size of the structure <br />from north to south so that natural vegetation will not be disturbed. 4) Attempted a design change to the plan to <br />eliminate the vertical wall which resulted in a slope of landscaping area facing Hamblin Pond instead of the <br />wall. 5) The driveway location has been moved to not disturb the natural vegetation. 6) The leaching field for <br />Title V has been shifted further to the east where the leaching component is located more than 150’ from the <br />closest wetland resource resulting in not needing the removal of trees.7) The addition of a backup generator <br />which will be placed on an elevated platform. 8) Mitigate plantings and enhancement of unvegitative buffers to <br />wetland adding woody shrubs native to the area which will further mitigate against wave action. 9) His own <br />analysis regarding wave heights of 2-3 feet and located a potential wave generation across Hamblin Pond to the <br />west towards the town of Falmouth as dwelling faces this direction. His conclusion, is limited distance across <br />the fetch where wind would have to come from a specific direction (northwest) which is an uncommon <br />direction for storms and based on those modeled on the FEMA maps. There are a number of natural features <br />which are specifically referenced in the Wetlands Protection Act and includes the element of coastal dunes <br />which are located on the west side of the dwelling. Mr. Borselli references the MA Wetland Regulations <br />310CMR10.25 explaining coastal dunes ability to protect inland from flooding caused by storms and storm <br />waves. In addition, broad saltmarsh is located between the dwelling and the water’s edge of Hamblin Pond and <br />MA Wetland Regulations 310CMR10.32 references saltmarshes provide a buffer that reduces wave damage and <br />dampens the effect and will dissipate wave energy. Additional barriers included island features in Hamblin <br />Pond thus making the vertical wall prohibition not applicable. <br /> <br />
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