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12/15/2009 SEWER COMMISSION Minutes
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12/15/2009 SEWER COMMISSION Minutes
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Mashpee_Meeting Documents
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SEWER COMMISSION
Meeting Document Type
Minutes
Meeting Date
12/15/2009
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� 4 <br /> 0.3 8 was met by scenario 3 and 4. The infaunal habitat target range of 0.4 and 0.5 ppm TN was met in <br /> Scenario 3 for Mashpee River, and Shoestring and Ockway Bay was met in all scenarios. <br /> Scenario Results-Eastern Waquoit Bay <br /> Mr. Eichner reported there are eel grass targets for Hamblin and Jehu Ponds but that historically, no eel <br /> grass has been present in Quashnet or Moonakiss River. Quashnet and Moonakis have infaunal <br /> targets. Total nitrogen thresholds are depicted for Jehu, Hamblin and Quashnet in the chart. Mr. <br /> Eichner reported that, as with Popponesset, shaded and bold areas meet the TMDL thresholds. <br /> Scenarios 1, 2, 4 and 5 meet the threshold for Jehu and Hamblin. At 0.52, Quashnet River is very <br /> close to meeting the infaunal target only through Scenario 4 at 0.523, which rounded, would meet the <br /> threshold. <br /> Additional Issues to Consider <br /> As noted in his previous presentation, Mr. Eichner reminded attendees that there are additional issues <br /> to consider, such as the use of alternative septic systems described in Scenario 3. In reference to the <br /> 306,000 figure that has been disputed, Mr. Eichner stated that SMaST provided all information to <br /> Lombardo Associates prior to entering the water quality phase, so they are surprised that it would be a <br /> different number. Mr. Eichner suggested that if more flow is not going to clusters, it will impact the <br /> water quality analyses. Mr. Eichner also discussed the wastewater effluent nitrogen concentration <br /> assumed in the scenarios versus what would be approved by DEP. He additionally discussed how the <br /> current discharge of existing wastewater facilities would be considered in future scenarios. Finally, <br /> Mr. Eichner noted the potential for natural nitrogen attenuation and the reduced flow requiring <br /> treatment. <br /> Ouestions&Discussion <br /> Mr. Fudala noted that the confusion involving the 306,000 number needs to be resolved. In addition, <br /> Mr. Fudala questioned whether or not 10 would be approved by the DEP. Mr. Fudala stated that the <br /> Sewer Commission's goal was to develop a plan that,based on existing or proposed plants, would <br /> reduce the total kg of nitrogen traveling to the bays to meet the TMDL targets. Mr. Fudala expressed <br /> concern that despite demonstrating that the plants achieve 5.7 the DEP might not approve it if they feel <br /> the plants should get 10, which is a regulatory maximum and not an average number. Mr. Fudala <br /> questioned how to satisfy the DEP and the possible need to monitor sentinel stations for a lengthy <br /> period. <br /> i <br /> Mr. Fudala reported that the next phase of the assessment will involve ensuring that everyone is <br /> satisfied with the numbers and the model, prior to narrowing down the scenarios. Mr. Eichner added <br /> that appropriate concentrations should also be considered. Mr. Fudala announced that he would like <br /> the 306,000 number sorted out prior to the next meeting which will be held in Meeting Room 3 on <br /> January 21. At that time, Mr. Fudala hopes to narrow down the scenarios to an affordable option that <br /> meets the target as well as an option that would be most affordable over the long term. <br /> Brian Howes, also of SMaST, agreed that the effluent concentrations needed to be resolved before <br /> additional scenarios could be considered. Mr. Howes noted that MA DEP has written permits for <br /> annual loads, which would resolve some issues regarding the CWMP. Mr. Howes noted that the <br /> question becomes what is the true effluent concentration expected on a flow weighted average. Mr. <br /> Fudala noted that he would like the numbers based on history. Mr. Howes uses numbers provided to <br /> SMaST and added that the next step should be using numbers from the town. Secondly, Mr. Howes <br /> pointed out that different scenarios have different results and that perhaps the reallocation of load <br /> removal should be a consideration when reviewing the scenarios. Mr. Howes stated that modeling <br /> . 3 <br />
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