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05/21/2024 DESIGN REVIEW COMMITTEE Minutes
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05/21/2024 DESIGN REVIEW COMMITTEE Minutes
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DESIGN REVIEW COMMITTEE
Meeting Document Type
Minutes
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05/21/2024
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Town of Mashpee <br /> ins, , seta 16 Great Neck Road North. <br /> r� g Mashpee, MA 02649 <br /> �fi �Ydmuw���4. <br /> Minutes of Meeting of <br /> Design Review Committee <br /> Tuesday, MAY 21, 2024 <br /> Mashpee Town Hall Waquoit Meeting Room <br /> Design Review Committee Members Present: Dave Morris, Ron Bonvie, Karen <br /> Faulkner, and Carolyn Szarlan. <br /> Dave called the meeting to order at 8:30 am. <br /> NEW HEARINGS <br /> 8:30 am Project Address: 77 Echo Rd. <br /> Business name: Alfieri Tree Care <br /> Agent/Owner: Owner, Pamela M. Gangemi <br /> Architect/En,iq neer: Cape and Islands Engineering, Inc. <br /> Request: Contractor yard use under §174-25 G (13) of the Zoning Bylaws. No <br /> buildings proposed. <br /> Mr. Raul Lizardi, Cape & Islands Engineering represented the applicant. The applicant is <br /> Alfieri Tree Care. This business has a location on Nicoletta's Way, and the applicant <br /> needs more space for his use. The property is located in the 1-1 Zoning District. The <br /> applicant is proposing a contractor's yard. There is no proposed building. The only <br /> proposal is a driveway, and an open gravel yard. The lot will be graded from the back to <br /> the front with a drainage system to collect any runoff at the front. A paved 24 ft. wide <br /> apron will be installed at Echo Road. Beyond the entrance will be a gravel-based apron <br /> 35 ft. that will open into the contactor's yard. <br /> There will be 10 ft. wide vegetation screen along both sides of the property, and similar <br /> screening along the back of the property, but will have less screening because the basin <br /> is higher. This will retain any water runoff toward the drainage system in the front. There <br /> is no utilities required: no septic system, no electrical, and no water needed. The drainage <br /> system consists of a retention basin that is 4 ft. deep. After a 2 ft. rise of the water level <br /> within the basin, the subsurface leaching component will form galleys that are designed <br /> for a 100-year storm event. There will be gravel and dirt within the contractor's yard. There <br /> will be some partitions depending upon the uses. There will be log storage area, areas <br /> for wood chips, and some containers to house other items. There's an area designated <br /> for snow storage. The snow storage area will move depending upon the amount of <br /> traveled areas within the yard. There is erosion control around the parameter of the site. <br /> There's catch basins and there is protection for those catch basins that DPW has asked <br /> for in the past. This protection is in the form of a silt sack to capture runoff, and will be <br /> cleaned after a rain storm event. <br />
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