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from groundwater. Neither the Health Agents nor the Board members could recall the conditions <br /> of the variance that was granted across the street. <br /> Mr. Harrington stated that the low profile chambers were not his preference, and asked if there <br /> was any way to get the system up a little higher to allow for the use of high capacity chambers. <br /> Mr.Ryther reiterated that they were trying not to boost the system up too high,and further stated <br /> that they would only use low profile chambers in a low traffic area, such as this. When asked if <br /> he had considered an I/A system, Mr.Ryther answered that they were trying not to go overboard <br /> since they are staying with the same number of bedrooms. Mr. Harrington advised that the <br /> property Is In a Zone II but discharges to Nantucket Sound. Using Sand Dollar Lane as an example, <br /> he advised that the Board has required pressure distribution in similar situations. He stated that <br /> the Board has given approval for a one-foot drop to groundwater at other locations in <br /> Popponesset. in response to a question from the Chairman,he answered that people do not swim <br /> in Dean's Pond but they do fish in it. Chair Baumgaertel pointed out to Mr. Ryther that the existing <br /> coarse sand is proposed to be stripped out and replaced with Title 5 sand, which that provides <br /> almost no buffer for phosphorous. He voiced his opinion that this is a self-imposed hardship,and <br /> It is time to start looking at things in terms of the phosphorous and nitrogen loading. <br /> Ms. Warden noted that there are still drinking wells in Popponesset,and asked if Mr. Ryther had <br /> checked the abutting properties, and Mr. Ryther answered in the affirmative. Mr. Harrington <br /> confirmed that there were definitely a few potable wells scattered throughout that area. Mr. <br /> Virgilio also expressed concern about not seeing the wells on the plan. <br /> Chair Baumgaertel advised Mr. Ryther that he had provided effective remediation for the other <br /> variances, but that the separation to groundwater is the Issue. After reviewing the conditions of <br /> the variance for the property across the street,Mr.Harrington stated that the circumstances were <br /> different — this property is a tear down re-build, where the property across the street was a <br /> straight repair. He further stated that,for the property across the street,the plan shows a pump <br /> system to a d-box, and perforated pipes were put in the CULTEC units for distribution. It also <br /> shows 9" of cover over the bed. Chair Baumgaertel did not see the proposed plan as meeting <br /> maximum feasible compliance, as there are options that could get the system away from <br /> groundwater without the need fora variance. He stated he was fine with the rest of the plan, but <br /> did not see a reason to grant the groundwater variance and suggested a revised plan be <br /> submitted. He also suggested a pump chamber could be used if the applicant was concerned <br /> about how the raised system looked. Ms.Warden stated that she would also like to see potable <br /> well locations and a floorplan be submitted with the revised plan. <br /> There being no further comments or discussion,Veronica Warden moved to continue the matter <br /> of Title 5 variances at 15 Kim Path to the October 22,2020 meeting. Motion seconded by Ernest <br /> Virgilio. Roll call vote: Ernest Virgilio (yes); Veronica Warden (yes); Brian Baumgaertel (yes). <br /> VOTE: Unanimous(3-0). <br /> 4. Review and approval of Title 5 Variances—16 Spoondrift Circle. Mr. Harrington commented that <br /> a tear down/rebuild is proposed for the three-bedroom dwelling. The lot is small and abuts <br /> Spoondrift Cove. The proposed plan has seven variances to accommodate the new dwelling and <br /> septic. The abutters to the sides had to be notified due to the property line variance for the SAS. <br /> The crawl space has a 20'setback but,if a slab were poured on the crawl space floor at the shown <br /> elevation, then the setback requirements would go to 10'. A liner should be placed along the <br /> foundation to protect against odors and effluent from the tank and SAS. The floor plans were not <br /> provided with this submittal. <br /> 3 <br />