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3/6/2014 BOARD OF HEALTH Minutes
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3/6/2014 BOARD OF HEALTH Minutes
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Mashpee_Meeting Documents
Board
BOARD OF HEALTH
Meeting Document Type
Minutes
Meeting Date
03/06/2014
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7:25 PM — Local Board of Health septic Inspection Variance: 241 Fels Pond Road. <br /> Glen Harrington stated that on June 13, 2013, Shawn McElroy performed a passing septic inspection for the <br /> property transfer at 241 Fells Pond Road. On September 5, 2013, the new owners of 241 Fells Pond Load <br /> requested that Mr. Harrington visit the property because of some septic issues. <br /> The two.issues identified that should have made the report"Needs Further Evaluation" are: <br /> 1 garbage grinder was observed still functioning in the dwelling. <br /> 2 The outlet manhole to the septic tank was covered by a deck. <br /> Mr. Harrington requested that Mr. McElroy revise the report to "Needs Further Evaluation". <br /> A letter was sent to the current owners, the Sta in ki' , stating that the items listed in the letter needed to be <br /> addressed. Mr. Sta in ki informed Mr. Harrington that he had a paid invoice from a plumber for the removal of <br /> the garbage grinder. Mr. Harrington explained to Mr. Sta in ki that a variance could be requested to have the <br /> deck remain as-is because all of the septic components are accessible. The septic teak is available through <br /> the inlet manhole, and the operation of the system can be properly serviced and inspected. <br /> Mr. Harrington recommended approval of the variance based upon a condition that the septic tank manhole be <br /> brought into compliance upon the deck being remodeled or removed or a new septic tank Installed. The septic <br /> tank is now 30 years old, and any other inspections would include pumping the tank and checking for structural <br /> integrity. <br /> Lucy Burton made a motion that the Board of Health approve the variance for 241 Fells Pond Road-with the <br /> condition that the septic tank manhole be brought into compliance upon the deck being remodeled or removed <br /> or a new septic tank installed and receipt of the paid invoice from the plumber for removal of the garbage <br /> grinder. Burton Kaplan seconded the motion. The motion was unanimously approved. <br /> 7:30 P — New Site I septic: Bridges at Mashpee. <br /> Steve Calabro and Joe Allen, engineers for St ntec, introduced themselves to the Board. <br /> Glen Harrington commented that the Bridges at Mashpee is a proposed -unit memory care, assisted living <br /> complex located at the intersection of Old Barnstable Load and Route 151. The property is approximately 25 <br /> acres, and about 5 acres will be developed. The Board previously approved a condition where no monitoring <br /> wells would be required as part of the Planning Board's Water Quality Report. <br /> One variance than is requested is to the Board of Health's commercial Septic System Regulation to not install <br /> the reserve area on a multi-unit building (Part IAC Section .3 . The variance has been granted for other <br /> facilities than have provided a denitrification system prior to the-Soil Absorption System. Ashers Path <br /> Apartments and Santuit inn were both recipients of that variance. <br /> Mr. Harrington remarked that he has met;with the engineers, Steve calabro and ,doe Allen, on a preliminary <br /> basis and discussed the plans. The,cape cod Commission has set some stringent discharge and monitoring <br /> requirements on the septic system. Total Nitrogen would be performed monthly for 18 months and then <br /> quarterly thereafter. <br /> Steve C farbro stated that there is ar plan to install a 1,200-gallon grease trap in the kitchen. Mr. Carlarbro will <br /> provide a revised set of plans indicating the specifications of the grease trap. Mr. Harrington recommended <br /> than Mr. Carlarbro refer to the design plans of the other memory came facilities when proposing the grease trap. <br /> Glen Harrington commented that the concern with drainage is standing water. Any standing water flogs to a <br /> small level and then into a subsurface component, whether it is a reach pit or a series of infiltrators befog the <br /> retention area. <br /> 2 <br />
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