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Y <br /> Mallory Lan ler seconded the ,notion. The notion was unanimously approved. <br /> 7:30 FSM —Title v Variance— 134 Algonquin Avenue. <br /> Glen Harrington commented that several variances are requested to allow the repair of the existing Soil <br /> Absorption System which was originally installed off the property of 134 Algonquin Avenue. The variance that <br /> is causing the plan to be reviewed by the Board is the abutting property line variance. Mr. Darrington reviewed <br /> the plan, and the engineer has addressed all comments, questions and concerns. The site constraints are <br /> definitely an issue. The design is considered to moot maximum feasible compliance. <br /> Peter McEntee P.E., with Engineering Works, representing 134 Algonquin Avenue, introduced himself to the <br /> Board. <br /> Mr. McEntee stated that the objective was to install the system as far away from the water in order not to install <br /> a denitrification system. The system has been in failure for quite a while and requires pumping on a weekly <br /> basis. Mr. McEntee is proposing a system to accommodate a -bedroom house and is requesting five <br /> variances: <br /> 1. A 4} variance} Boil Absorption System to front property line, for a ' setback. <br /> . A 4} variance, Boil Absorption System to side property line, for a 6' setback. <br /> 3. A 6' variance, Soil Absorption System to cellar wall} for a 14' setback. <br /> 4. A ' variance to depth of cover over the concrete chambers, for 5' of cover over-Soil Absorption <br /> System. <br /> 5. A 6} variance, Soil Absorption System, to water service, for a 4' setback. <br /> Mallory Langler made a motion that the Board of Health approve the proposed septic system at 134 Algonquin <br /> Avenue provided that; <br /> 1. The property line adjacent to the proposed Soil Absorption System be staked in the field prior to <br /> installation of the Soil Absorption system. <br /> . A 40 rail liner be installed to provide 10 feet of protection to the existing water service. <br /> . An additional 40 aril litter be installed between the system and the basement due to the reduced <br /> setback, or extend the sante liner used for the 5' strip out. <br /> Laurel Almquist seconded the motion. The motion was unanimously approved. <br /> 7:35 P —Title V Variance— 13 spoondrift Way. <br /> Glen Harrington stated that a couple variances are requested to allow the repair of the existing septic system <br /> at 13 spoondrift Way, which appeared to be failed due to high groundwater. The site constraints, mainly depth <br /> to groundwater, are definitely an issue. The design is considered to meet maximum feasible compliance by <br /> having the soil Absorption System placed at the higher part of the property to provide the five feet to <br /> groundwater. <br /> Peter McEntee I .E., with Engineering Works, representing 13 spoondrift Way, introduced himself to the <br /> Board. <br /> Mr. McEntee remarked that this is a failed septic system because of the proximity to the water table. This has a <br /> walkout basement; :and the e isfinq plumbing goes through the cellar floor. Cllr. McEntee is proposing a - - <br /> combination 15001500 gallon septic tank/pump chamber closer to the parking area so that it will be easier to <br /> install. The following variances are requested: <br /> 1. A 48' variance Boil Absorption System to coastal bank, for a } setback. <br /> . A variance to the 12" separation requirement between high groundwater and septic tank inlet and/or <br /> outlet pipes, to allow these pipes to be located at, or below, high g round water. All pipe connections <br /> shall be water tight. <br /> 3 <br />