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Z. <br /> Engineering Works <br /> Civil Engineers <br /> 12 West Crossfield Road,Forestdale, MA 02644 (508)477-5313 <br /> ( <br /> o . <br /> � JAN G 6 209 <br /> Board of Heafthee OF:tJEA T January 6, 2009 <br /> 59 Great Neck Road <br /> Mashpee, MA 02649 <br /> Re: 8 Chart Way, (Assessors Parcel ID: 106-16-0-R) <br /> Dear Members of the Board, <br /> On behalf of my client, Mr. Shane Caiazzo, I request that the Board consider an alternate to the <br /> previously approved Septic Upgrade Plan by Engineering Works,dated 2128/06. Demolition of the <br /> existing building is being proposed with a complete, gravity fed septic system designed with maximum <br /> feasible compliance. The following variances are asked to be considered. <br /> 310 CMR 15 405(1)(b)&(f)Contents of Local Upgrade Approval <br /> 1. A 4'variance, S.A.S.to Cellar Wall,for a 16'setback. <br /> 2. A 1.5'variance to the 3'max. cover requirement over the S.A.S.for 4.5'cover. <br /> 3. A 50'variance, S.A.S.to Coastal Bank,for the edge of the S.A.S.to be placed at the top of"the <br /> Coastal Bank. <br /> 4. A variance to allow placement of the septic tank on the Coastal Bank. <br /> LOCAL REGULATION-PART IX-SECTION 9.0 LEACHING DISTANCE REQUIREMENTS <br /> 5. A 29'.vadance, S.A.S.to Inland or Coastal Wetland for a 71'setback. <br /> Per Local requirement for I/A septic treatment within the 100 foot buffer to a wetland resource area, the <br /> following I/A septic system components are being proposed: Sludgehammer Model P-46, 16" High <br /> Capacity ADS Bio Diffusers and Salcor UV Disinfection Unit. <br /> It is believed that the proposed septic system will cause less impact to the adjacent wetland resource <br /> areas than the approved design for the existing building. <br /> If you have any questions, please call. <br /> hank You, <br /> Peter T. McEntee P.E. <br />