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I <br />I <br />i <br />I <br />I <br />i <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I~r. HarolcI P. Cahlll, Jr., P.E. <br />Page <br /> <br />ground water flow directions. Therefore, all homes shown on U.S. <br />Geological Survey (USGS) topographic maps within a three mile <br />radius of the landfill and not within the city limits of Anoka or <br />separated from the lanOfill by the Mississippi or Rum Rivers were <br />counted, which yieldeO a %oral of 6942 people. Available well <br />logs indicate that nearly all residential wells in the area are <br />finisneO either within the uppermost bedrock (usually the <br />Franconia formation), sanOs and gravels in the lower portion of <br />the unconsolidated material, or sand and gravel layers within the. <br />till unit beneath the surficial sands in the area. All three of <br />these units were considered as aquifers of concern for reasons <br />which will be discussed later. The value of 6942 people was thus <br />arrived at by multiplying 1B27 wells x ~.8 people - 6942 people. <br /> well <br /> In addition, three Anoka city wells are located within a three <br /> mile radius of the landfill. We estimate that these wells serve <br /> approximately 779D Anoka city residents. Every other site which <br /> was scoreO in both this eno previous rounds of evaluations was <br /> scored according to these criteria, so the landfill is in the <br /> correct position with respect to the other sites in the State. <br /> Therefore, MPCA staff are not recon~nending that this calculation <br /> be changed. <br /> <br />The second aspect of Hickok's analysis centers on the ability of <br />the local geology to provide sufficient protection for area wells <br />from contaminant migration. Your comments state that based on <br />Hickok's review of well logs in the potentially impacted downgra- <br />dient area, 75 percent are completed in bedrock (Franconia formation <br />or lower). They go on to conclude that these wells are protected <br />from any contaminant migration since they are hydraulically sepa- <br />rated from the shallow aquifer by the St. Lawrence formation (a <br />shaly, silty dolomite which serves as an equitarO) enO/or by <br />interbeaded clays in the drift. MPCA staff accept Hickok's char- <br />acterization of the St. Lawrence formation as an aquitard; however, <br />evidence examined by MPCA staff suggests that the St. Lawrence <br />formation is eroded and may not be present over the entire area. <br />lne St. Lawrence formation does appear to be present in some well <br />logs southeast of the landfill, but it occurs only sporadically. <br />Logs fro~ the two wells on the landfill site which pentrate to <br />bedrock (monitoring well 6A and the landfill shop water supply <br />well), both describe the first bedrock formation below the site as <br />a sandstone. The shop well penetrates 75 feet of what is described <br />as white sandstone, well 6A pentrates 16 feet of brown and light <br />and light greenish brown waterbearing sandstone. These descrip- <br />tions most closely resemble those of the Franconia formation, and <br />tend to support the conclusion of erosion of the St. Lawrence for- <br />mation. NPCA staff feel that the St. Lawrence formation does not <br />guarantee the degree of protection to wells finished in bedrock <br />that Waste Management, Inc. has assumed in its analysis. <br /> <br /> <br />