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contribution to the location of some Town wells and stated the <br /> groundwater concentration calculations would be 5 .17 milligrams <br /> per liter in groundwater using Mashpee zoning Bylaw criteria; and <br /> 3 . 17 if using Massachusetts Department of Environmental <br /> Protection criteria. (References were being made to the map at <br /> this point. ) <br /> The Town Planner informed the Board that he has sent the <br /> original draft Report to the Cape Cod Commission who responded <br /> to the loading range per acre Title V flow, which is three <br /> hundred (300) gallons, and whether or not it would be prudent to <br /> require a denitrifying system. He also informed the Board that <br /> the Board of Health is considering a regulatory change that would <br /> require denitrifying systems on either all commercial projects, <br /> or anything over one thousand (1, 000) gallons of flow. <br /> Mr. Ferragamo stated the most conservative approach for the <br /> use of the buildings (office space) has been rated at seventy <br /> five (75) gallons per one thousand (1, 000) square feet per day. <br /> What is actually being proposed is 3/4 retail, 1/4 office, for a <br /> flow of two hundred twenty-five (225) gallons per day. <br /> Chance Reichel inquired as to potential for change within <br /> the building configuration from office/commercial to restaurant <br /> use. Mr. Mitrokostas replied, "pretty nill . " Mr. Mitrokostas <br /> commented upon the design of the building at John' s Pond Center <br /> and the proposed building. Mr. Ferragamo commented if this were <br /> to be the case, Applicant would be required to provide a <br /> different septic system and the Special Permit use would also <br /> require modification. . <br /> At this point, the Chairman determined the three proposed <br /> uses to be Architect, Video Rental, and Musical Instrument Store <br /> (sales or lessons) . The Town Planner suggested the use <br /> categories could be revised to more general terms. <br /> The Chairman also determined a resolution regarding the <br /> access/egress configuration on the Plan be revised and presented <br /> for approval by the DPW (a change in the radius for safety <br /> reasons) . <br /> The Chairman determined there is a request before the Board <br /> to allow/approve parking within the buffer space. <br /> Mr. Rowley inquired as to drainage calculations; Applicant <br /> provided Plan entitled, "Drainage Area, Single Leaching Catch <br /> Basin Capacity, Cape & Islands Surveying Co. , Inc. , P.O. Box 334, <br /> Teaticket, MA 617-548-5486 . (There was some discussion as said <br /> Plan was being reviewed by the Board/Consulting Engineer. ) <br /> Mr. Rowley requested information regarding the difference in <br /> grade between the bottom of the pit and potential groundwater; an <br /> outline of the drainage area under consideration for comparison <br /> -10- <br />