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■ <br /> MASHPEE CONSERVATION COMMISSION <br /> MEETING of SEPTEMBER 7, 1989 <br /> Commissioners present: Gertrude Simmons, Joseph Burns, Patrick Coffey, <br /> Louie Behrman, Harry De ro iers. <br /> Robert Sherman, Conservation Agent and Elizabeth Terry, Associate Member, <br /> were present also. <br /> The meeting was called to order at 7:00 p. . <br /> oo New Seabury Corp. - Bufflehead Day, Continued from duly 27. Norman Hayes <br /> presenting. Bob Gray of Sabatia and Debbie McCartney of Hayes Engineering were <br /> present for the hearing also. <br /> Mr. Hayes: At the last meeting the Commission had concerns for additional inform- <br /> ation. <br /> nform- <br /> ation. Under the conclusions in the Sabatia report, they decreed Hayes Engineering <br /> did a conservative job of finding the wetland resource areas. There was concern <br /> over Dutchmans Droop and Hayes Engineering did redesignate bordering land subject <br /> to flooding to land subject to coastal zone flowage to the satisfaction of the <br /> Commission. <br /> There was concern over the three basins identified as isolated land subject to <br /> Flooding. Two of the concerns raised by Sabatia were that there were extensive <br /> water-filled ditches in one of the basins and in a policy directive by DE E, now <br /> DEP, in a Mashpee case,cranberry bog ditches were defined to be streams and we <br /> looked ed at those on behalf of the commission and rendered some opinions, <br /> Sabatia also expressed on erin with the omission of the coastal bank on the plans <br /> and we, in turn, using the geologists available through the Boston survey -consult- <br /> ants and IEP, took a look at those concerns and basically concluded that a coastal <br /> ba_pik did exist and that coastal bank was delineated on the plan. In f act, the <br /> coastal bank definition was looked at and IEP and DSC geologists thought that <br /> because of the obvious increase in sea level perhaps an additional foot should <br /> be used to mark the 100 ,year storm event which would have been lI feet; they <br /> determined to make it 12, which would give a further additional buffer zone of <br /> 100 feet. We also, in somecases', went to the top of the coastal bank and provided <br /> a narrative of the function of the coastal bank whether it is a sediment source or <br /> to contain storm flood waters. A report was provided to the Commission on these <br /> issues. <br /> With regard to the isolated land subject to flooding, on two occasions BSC <br /> scientists went into the field and walked this area. Based on physical evidence <br /> Bund in the field, the extensive ditching referred to in- the Sabatia. report was <br /> really only contained in 0% of the basin, being generous, the southeastern, <br /> eastern, and northeastern sections. These are roan made ditches and not a ditch <br /> by definition, they are made by erosional processes, by running water. They are <br /> discontinuous; they are interrupted and they are only remnants of what was <br /> irrigation ditches to serve what attempted to be a cranberry bog. Windfalls, <br /> trees that were uprooted by storms and fell into ditches, decayed vegetation, shrub <br /> growth, has also blocked the ditches. Recognizing that, experiments were conducted <br /> in the field which determined there was no hydraulic connection or f I ow within the <br /> ditches. They found no outlets and no inlets., They looked for any underground <br /> hydraulic connection i .e. a spring or underground water system and found none. <br /> In looking at the document given to the Commission, it is hoped the Commission <br /> will conclude that the scientific documentation provided shows no hydraulic <br /> connection in the creeks and therefore these basins are isolated land subject <br /> o flooding. <br />