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sub-watersheds next to the bay flow directly into the salt water and l00%of the nitrogen enters the bay, <br /> therefore,the best investment would be to sewer those particular areas. However, New Seabury and <br /> Popponessett Island are seasonal developments with limited load throughout the year, suggesting that the <br /> ideal location for sewering would be in a neighborhood with a year round population. Sterns& <br /> Wheler/GHD analyzed the load per parcel, figuring in seasonality, and identified 162 separate planning <br /> zones (located on the disk). The Chair also stated that 35%attenuation occurs by biological processes in <br /> the river, such as with Mashpee, Santuit and Quashnet River, reducing the nitrogen that travels to the bay. <br /> The gray areas on the map, north of the ponds, experiences 501/6 attenuation so it would be less cost <br /> effective to remove nitrogen in that area. It was noted that Title V systems are not adequately removing <br /> nitrogen. Mr. O'Hara questioned the location of discharge if existing systems can accept additional load <br /> and whether the regional plant would be a solution. Chairman Fudala stated that the regional plant would <br /> require that discharge be returned to each of the towns, which may make it a costly option. The Chair <br /> further stated that Dr. Howes had recommended avoiding the Mashpee and Quashnet watersheds but to <br /> consider such locations as New Seabury and Shoestring Bay (Willowbend) where there is greater capacity <br /> for nitrogen. Additionally, discharge could be considered north of Johns and Ashumet Ponds where three <br /> tax taking sites are available. Mr. Lyons questioned the direction of the water flow and the Chair <br /> referenced the USGS groundwater modeling which represents the official watersheds. The Chair also <br /> noted that USGS has completed the particle tracking model that identifies the time of travel and will be <br /> working on a solute transport model which will identify the concentration of nitrogen. Mr. Camberari <br /> discussed the project in Chatham and recommended that the group consider their approach to meeting the <br /> TMDLs while balancing issues such as cost and discharge locations. <br /> Mr. Camberari suggested the possibility of utilizing Mr. Lombardo's system at an existing facility to <br /> remove nitrogen that may be entering a sensitive watershed. Mr_ O'Hara questioned whether or not <br /> enough information was available to consider Mr. Lombardo's system. Mr. Lombardo suggested that <br /> federal funding may be available to facilitate the use of the system, but that it would be a rigorous <br /> process. Mr. Camberari stated that the reactive barrier wall was complex and site specific and would <br /> require a pilot program. Mr. Camberari also highlighted the five phase plan in Orleans that would <br /> eventually convert their cluster satellite systems into pumping stations. Mr. Lombardo shared prospective <br /> locations for his systems, highlighted in yellow. Members discussed Pirates Cove as a prime location for <br /> such a system. Mr. Lombardo suggested that a proposal could be written to request funding but the Chair <br /> responded that it could be part of the plan but no funding is available at this time. <br /> Referencing the watershed private sewer systems map which identifies existing treatment plants,the Chair <br /> reported that the orange areas represent proposed and treated service areas. Copies of the map will be <br /> forwarded to Commission members. Chairman Fudala reported that two more treatment facilities have <br /> been proposed and would be added to the 7 existing treatment plants. Mr. O'Hara questioned expanding <br /> the existing plants and then determining additional wastewater needs. Mr. Klenert noted the legal <br /> ramifications of working with public and/or private facilities. The Chair confirmed that Mashpee would <br /> negotiate with individual facilities, further noting that some plants seem to be more interested in working <br /> together than others. Nitrogen removal from each of the plants varies from 2.5 to 10 to 70,which are <br /> impacted by seasonality issues. The Chair questioned whether unused capacity as a result of Title V <br /> could be used with the DER Chairman Fudala stated that expansion would be considered for systems <br /> with buildings where the technology could be updated. Commission members agreed that locations for <br /> discharge would be a priority. It was also suggested that treatment plants be enhanced by using the <br /> permeable reactive barrier/Nitrex filter. <br /> 3 <br />