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TECHNICAL MEMORANDUM <br /> June 21, 2011 <br /> To Town of Mashpee Sewer Commission <br /> Copy to Watershed Nitrogen Management Plan <br /> From J. Jeff Gregg, P.E. Tel 774-470-1640 <br /> Subject DRAFT Hydraulic Load Tests Job No. 8612001 <br /> The Town of Mashpee (Town) is undertaking a Watershed Nitrogen Management Plan to address nitrogen <br /> enrichment issues in the Town's estuaries. One management approach is to collect wastewater, treat it to a <br /> very high level, and then recharge the treated effluent back to the ground. A key element of that planning <br /> process is identifying sites in the Town where treated effluent can be recharged to the groundwater. The <br /> purpose of this memorandum is to summarize the findings of a hydraulic load test performed at one of these <br /> sites, Site 4 (Transfer Station Site). The memorandum describes the testing that was completed and <br /> estimates this site's suitability for receiving and infiltrating treated effluent. <br /> 1 Site History <br /> 1.1 Background <br /> The Town identified a number of sites to be considered for treated effluent recharge. After a preliminary <br /> evaluation of the identified sites, the Town decided to move forward with hydraulic load testing on one site <br /> (Site 4—Transfer Station)to determine a reasonable rate of recharge that could be expected. <br /> 1.2 Preliminary Site Characterization <br /> Approximately 13 acres on the eastern side of the Mashpee municipal landfill/transfer station property is <br /> currently an undeveloped parcel in the Upper Mashpee River subwatershed of the Popponesset Bay <br /> watershed. The 2008 Draft Alternative Scenarios Analysis and Site Evaluation Report indicated that the site <br /> has the advantages of easy'access, central location, flat topography, outside of a Zone II area (contribution <br /> to an existing water supply well), and was initially identified as outside of a rare species habitat. The <br /> disadvantages of the site that were identified were the proximity of residential properties and location within <br /> the Town-designated groundwater protection district. The site is also located within one of the more sensitive <br /> watersheds, Upper Mashpee River. In addition to these disadvantages, the site was later remapped by the <br /> Division of Fisheries &Wildlife as being located within a Priority Habitat and Estimated Habitat. The site was <br /> also identified by the Massachusetts Historical Commission as a possible location of archaeological <br /> deposits. A detailed archaeological site study was performed by the Public Archaeology Laboratory and the <br /> results of the testing"identified no archaeological deposits in the areas tested." <br /> Because of the favorable nature of the site, and allowance for site investigations, the hydraulic loading tests <br /> were allowed to proceed. <br /> OHID Inc. 1545 ly-annough Poad His MA 02 1 USA <br /> T 1 774 470 1630 F 1 774 470 1631 E hyamail@glhd.com W a,Awm. d.com <br />