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Chapter 3 - Delineation of the Wellhead Protection Area, <br /> Drinking Water Supply Management Area and Vulnerability <br /> Assessments <br /> A detailed description of the process used for 1)delineating the WHPA and the DWSMA,and <br /> 2)preparing the vulnerability assessments of the city water supply well(s)and DWSMA is presented in <br /> the first part of the WHP Plan (See Appendix I). The City of Pequot Lakes requested that MDH do <br /> this work and it was performed by Gail Haglund, a licensed geoscientist by the State of Minnesota. <br /> 3.1 WHPA and DWSMA Delineation <br /> Figure 1 shows the boundaries of the WHPA and the DWSMA. The WHPA was delineated using <br /> computer simulations of groundwater movement to generate the underground capture zones for city <br /> Wells 3 (Unique No. 241514)and 4(Unique No. 626480). <br /> The DWSMA boundaries were designated using the following criteria: <br /> • Center-lines of highways, streets,roads; <br /> • Public Land Survey coordinates; <br /> • Property lines/parcel boundaries; and <br /> • Political boundaries. <br /> 3.2 Well Vulnerability Assessment <br /> Well construction information and water quality data obtained for each well used by the City of Pequot <br /> Lakes is considered and evaluated in the assessment of well vulnerability. The city wells are <br /> considered vulnerable in part because of differences found in the well drillers logs for wells 3 and 4 <br /> (the drillers log for well 4 describes the till material as having a larger component of sand than the log <br /> for well 3)and previous tritium results for well 4 indicating that the aquifer contains a measureable <br /> component of post 1953 water or more recent recharge. <br /> 3.3 DWSMA Vulnerability Assessment <br /> The moderate vulnerability assigned to the DWSMA(Figure 1)was determined using geologic, soils, <br /> and groundwater chemistry information. Existing well logs indicate the aquifer is covered by a layer <br /> of clay rich till varying in thickness from< 10 feet to more than 50 feet. Similarly,the tritium detected <br /> in well 4 indicates there is a component of young water recharging the city wells so a moderate <br /> vulnerability was assigned to the DWSMA. (See Appendix 1 for the Part I Wellhead Protection <br /> Report for further information on the vulnerability assessment for the City of Pequot Lakes wells and <br /> aquifer.) <br /> 5 <br />