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Resource ource Areas: Land Subject to Coastal Storm Flow (Velocity and -Zones), Land Under <br /> ocean, Salt Marsh, Bordering Vegetated Wetland , Coastal Bank, Tidal Flats, Buffer zone to bare <br /> Species Habitat (Priority and Estimated NHESP). <br /> Acting Chairman Ralph Shaw asked everyone to limit their comments this proposal-to <br /> Conservation Commission insures only. <br /> Jack Vaccaro, Vaccaro Environmental Consulting, accompanied by Attorney Brian Wall <br /> presented the proposal. Gooseberry Island Trust owns the island and SN Trust owns the 90- <br /> foot long strip of land along the mainland shore (running from the southern tip of Punkhorn Point <br /> Road to a point about 350 feet north of Punkhorn Point Road), essentially the entire shorefront of <br /> the channel. The strip of land includes ars area at the east end of Punkhorn Point Road that i <br /> used as a launching point. Gooseberry Island is 3.5acre uninhabited island separated by a <br /> narrow channel. The island consists of forested upland and salt marsh along its perimeter. There <br /> was a small cabin on the Island and out building that were destroyed by hurricanes in the 190' . <br /> The Applicants' lawyer, Attorney Boudreau did an extensive title search and included his opinion <br /> as to ownership of the island and the narrow strip of land in the application. It is described in an <br /> old deed on file at the Barnstable County Registry try f Deeds, but is not on a plan. Attorney Wall <br /> said that he would provide the Board with a copy of the deed. The Agent said he would like to <br /> see the land court documents and the property boundaries displayed in the field and have that <br /> shown on a plan within a reasonable distance to the project. He specified than the plan should <br /> show where the boundary of Conservation land is in relation to applicant's land. <br /> Discussing the resource areas, Mr. Vaccaro said there is a 9-foot strip of water submerged at <br /> low mean water; next to that is an intertidal mud flat of about 40 feet; next to that is a salt marsh <br /> on the mainland and the island. There is a narrow band of bordering vegetated wetlands on either <br /> side of the proposed bridge. Most of Gooseberry Island has coastal bank that reaches a <br /> maximum height of 11 feet in one area. There is also a small area of coastal dune at the southern <br /> tip of the island. The entire project is located within land subject to coastal storm flowage. A <br /> shellfish surveywa conducted. utility work will tale plane within the priority habitat and estimated <br /> habitat which extends down Punkhorn Point Road and ends before the proposed bridge. <br /> Maximum um elevation of the island is 16 feet. There will be approximately Zoo square feet of impact <br /> n the resource area. <br /> Mitigation: The area of disturbance at the end of Punkhorn Point load will be restored with 590 <br /> square feet of saltmarsh restoration along as well as a larger area of 1300 square feet of <br /> restoration on the island. <br /> Mr. Vaccaro said that the bridge will allow for development of a house on the island. There will <br /> be a clearance of five feet from mean high water for the bridge. The 209 foot structure will be <br /> supported on span support with each span support located 14 feet apart. Each support will consist <br /> of three 14:2 pil for a total of 39 piles. A 12x12 connecting timber at the top will have stringers <br /> fastened to the header.- This will support the decking material which will be steel grate to allow <br /> for light penetration. The Bridge will be built out progressively from Punkhorn Point Road so that <br /> there will be no construction equipment in the saltmarsh, or channel. There will be timber <br /> abutments on either end of the bridge. The bridge is designed to support fire and other emergency <br /> access vehicles. It will be 11 feet gide with no arch. A 3-foot rail will be constructed above the <br /> 9--foot deck elevation. <br /> Utilities will be installed beneath the bridge with conduits for gas, cable, electric, telephone on <br /> either side of the bridge. Drainage from the road will be captured by a sloping road profile and <br /> vegetated swales on the sides. The road bed will be 8 inches of compact subgrade with a crushed <br /> i <br />