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7/27/1989 CONSERVATION COMMISSION Minutes
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7/27/1989 CONSERVATION COMMISSION Minutes
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Mashpee_Meeting Documents
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CONSERVATION COMMISSION
Meeting Document Type
Minutes
Meeting Date
07/27/1989
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S <br /> July 27, 19$9 Fade 3. <br /> their bylaw passed. Congratulations. -To me that means that, <br /> among other things, you have the opportunity now to use your <br /> discretionary powers and review ratters before you. It no <br /> longer; means that you have to do things the way that DE P <br /> does and for the purposes of tonight's meeting, you can be <br /> open—minded and not really const.ra.in d. We the project tam, <br /> have spent considerable time on the site and have some very <br /> credible information for you to consider. In the report <br /> before the Commission there is an executive summary that I <br /> would like to go through, as far as the presentation. We <br /> have concluded that the coastal bank resource, at this site, <br /> acts as a vertical buffer only and that it does not <br /> contribute sediment to an adjacent fresh or saltwater wetland <br /> or coastal beach. It's clear that the regulatory definition <br /> of a coastal bank as outlined in the wetland protection act <br /> is inadequate to serve the situation specifically found on <br /> this property. Therefore we are proposing an understanding <br /> of the function of this land form to further clarify the <br /> boundary of the coastal bank and the associated buffer zone. <br /> .. The land form abutting the marshs of Jehu Pond Great <br /> River system is partially inundated by the 100 year storm. <br /> It is an A zone under- the FIMA flood snap system. This means <br /> there is a lack of significant wave activity. There is no <br /> area great enough to allow a three foot break in the waves to <br /> occur on this lard form. The land form is inundated by surge <br /> elevation f the 100 year flood. <br /> . The dense cover vegetated with high permeable soils, <br /> there is no evidence of creeping mass movement, soil <br /> instability, or any other evidence of water related erosion <br /> that characterize the seaward facing slopes of this land <br /> orm The slopes vary extensively 4 t and some <br /> significant breaks occur anywhere between elevations 3 ft. <br /> and 40 f t. We feel Lhat there was a need to be consistent <br /> with the definition of the land form and not encumber the <br /> regulatory process with a line that fluctuates between 8 ft. <br /> and 40 ft. The major break in slope occurs at an elevation <br /> and distance from the influence of the 100 year storm that it <br /> is unreasonable to consider that the entire seaward facing <br /> slope is significant to the statuatory interests of flood <br /> control and storm damage prevention portions, if not all of <br /> the land farm below the 100 year flood elevation are <br /> significant to flood control and storm damage prevention; <br /> there's no argument there. But, we feel that portions above <br /> the 100 Year flood elevation are riot likely to be significant <br /> to flood control or storm damage prevention. In fact, the <br /> Portions above the 100 year flood plain are not signiricant <br /> to flood control because the flood does not reach these <br /> elevations. R ecentiy there has been more of an acceptance of <br /> the fact: that sea .level rise is going to impact flood p Lain <br /> areas and that likely effect, 1, e feel , at a minimump another <br />
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