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It is important to note the following caveats: <br /> • The focus of this step is to identify the discharge locations and volumes so they can be incorporated <br /> into a scenario including considerations for maximum month and peak day conditions required for <br /> facilities design. <br /> • All these options are based on the assumption that private facilities will be owned and operated in <br /> the future by the Town or District. Town/District should continue with negotiations with all of these <br /> facilities. <br /> • All these options are based on the assumption that the recharge sites can accommodate the flows <br /> (at all conditions: average, maximum month, peak day);the Town/District will need to verify this as <br /> part of preliminary design,final design,or as an amendment to this project. <br /> • Recharge to the Keeter Property assumes there is a distribution of treated recharge to several <br /> watersheds including directly to Nantucket Sound. USGS modeling efforts may provide a clearer <br /> estimation of the distribution of this nitrogen load. <br /> • This assumes that Towns will manage their respective loads or be willing to enter into agreements <br /> regarding regional facilities. <br /> • Nitrogen concentrations from septic systems at 23.63 mg/L are based on MEP/DEP findings: <br /> • Nitrogen concentrations from I/A systems are assumed to be 19 mg/L based on current MassDEP <br /> permitting and the findings of the Barnstable County study; however it is understood that some of <br /> these facilities may be able to achieve much higher treatment performance, however a conservative <br /> approach was selected. <br /> • Flows are based on those in the unified database and build-out information developed previously. It <br /> is also understood that MEP has been developing the full Waquoit Bay Watershed TMDL, and <br /> therefore adjustment may be required to address changes related to those findings as an <br /> amendmentto this project. <br /> • The development of the recommended plan is where the implementation and phasing approach of <br /> the project will be developed, which will focus on addressing current wastewater needs with the <br /> understanding that proposed facilities will need to be able to accommodate future growth. <br /> • It is understood that the current economic climate and population trends across the Cape are flat; <br /> however any future plan will have to consider that over a 20 year period these conditions will <br /> change,and will need to be flexible in both a positive(growth)and negative(declining)direction. Per <br /> the 2010 Census, Barnstable County saw a 2.9% decrease in population while Mashpee <br /> experienced a growth of almost 9%over that same period. <br /> 5 MEP Data <br /> The Unified Database is being transmitted to MEP with additional columns provided with correlation to <br /> Tables 1 through 3, indicating the flows.With this information and a data disk with the unified database and <br /> some additional columns to pull the data, we are requesting that the MEP model be run on the following <br /> options: <br /> 7 <br />