1/24/1985 CONSERVATION COMMISSION Minutes

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SE -395 NEW MUURY CORPORATION 4\NS: Title Dated signed and stamped by Onf File with: ;r s - Beach Submitted i pee Conserv t i. oourimh-mant 'Pr0J.P C-fw 10/18/84 pqn C-I.np-. Cod- S_uryey Commiasion Consultants Special Conditions: l,a The gravel driveway, identified as access #3 in the above captioned plans, also known as "Clamshell Road"I will be removed, the coastal bark restored and the original vegetation barberry, : cedar, rosy rugosa, dune grass and beach grass) replaced to a distance of 100 feet rom the edge of the coastal bank. No other work is to proceed until this condition i completed to the satisfaction of the Mashpee Conservation Comm- ission. All planting will be maintained until they are firmly established. b. It is the appl .can is responsibility to provide all contractors with a copy of this Order and to ensure that all workers are informed of the conditions of this Order before they begin work at the site. c. The area to be restored Is to be staked defining limits of work and elevations and will be subject to semi-annual review by the Mashpee Conservation Co=ission and the. "down Engineer. d. The Corporation will submit written documentation of the program results on asemi- annual basis. Duplicate monitoring reports will be sent to the Mashpee Conservation Commission at the same time they are seat to New seabury Corporation. .a. Access #1 shown of7the above captioned plans and located at Dean's Pond shall e used as one of the access routes. b. Access at Tide Watch village identified as site , shall be reconstructed, vegetated and stabilized. C. Access #5 at the golf course, designated as a staging area,will continue to be used rid will be maintained and stabilized. 3.a. All material used for this project must be clean, -and will not contain silt or clay. b. Random analyses of material to be used from various areas where it is being stockpiled will be required before commencement of work No more than l of the material is to be fine and analyses must indicate actual size, c. Analyses of material from several locations on the beach will be required to assure compatibility and the analysis will be performed by a disinterested third party. It i important to mate grain size for the differing sites since Dean's Pond site consists of ones on a barrier bead while the Maushop village site is an eroding coastal outwa h ank. It is also important to avoid destroying existing vegetation which serves to rtet certain limited bank areas. .a Nourishment materials shall not be placed in such a manner as to destroy living ne grass or other lure vegetation. At any place where the new fill encroaches on the oastal bank, it will be re-vegetated out ' from said coastal bank. Where grassy areas e destroyed, that area will be re-vegetated with culms of American dune grass or indig- os vegetation.