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Resolution - #97-05-136 - 05/27/1997
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Resolution - #97-05-136 - 05/27/1997
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Resolutions & Ordinances
Resolutions or Ordinances
Resolutions
Resolution or Ordinance Number
#97-05-136
Document Date
05/27/1997
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25. <br /> <br />26. <br /> <br />27. <br /> <br />28. <br /> <br />29. <br /> <br />30. <br /> <br />31. <br /> <br />32. <br /> <br />33. <br /> <br />Currently, no public health hazard exists and that limited potential exists for the <br />occurrence of future hazards to public health. The results of the investigation have also <br />indicated that site conditions are such that, through the application of available <br />teclmology, water quality impacts in the vicinity of the Anoka Regional Sanitary Landfill <br />can be effectively managed (Remedial Investigation). This facility is currently rated as a <br />low priority on the PCA landfill rating list. <br /> <br />Five surface water bodies located near the landfill have been sampled. These include an <br />upgradient pond near well next MW-6 (SW-1), an upgradient wetland near well nest <br />MW-15 (SW-2), a downgradient wetland near well MW-20B (SW-3), a downgradient <br />wetland location near well MW-35BB (SW-5); and Sunfish Lake east of well nest (MW- <br />18) (SW-4). No adverse water quality impacts have been detected in the surface water <br />bodies (Remedial Investigation). <br /> <br />The remedial objective is to reduce the concentrations of total VOCs, 1,2-dichloroethane, <br />tetrachloroethylene, nickel, and zinc in the unconsolidated aquifer downgradient of the <br />landfill. These parameters were selected, with the concurrence of MPCA, as indicator <br />parameters, and are representative of the contaminants that will be encountered in the <br />plume. The premise for this plan is that control of key selected parameters will assure <br />control of their parameters as well (RAP ~ February, 1990). <br /> <br />During the initial ten years of pumping when both flow barrier and groundwater recovery <br />wells are operating, groundwater drawdown beneath Sunfish Lake is predicted to be <br />between 1.5 and 4.5 feet. Afterwards, when only the flow barrier wells are operating, the <br />drawdown beneath Sunfish Lake is predicted to be between 0.5 and 1.0 foot. In order to <br />maintain the average elevation in the lake under both pumping situations, 11.4 and 2.8 <br />gpm of replacement water would be required, respectively (RAP - February, 1990). <br /> <br />That the Applicant has permits for groundwater appropriation and discharge to surface <br />waters from the State Department of Natural Resources and it was reviewed by the <br />Department of Health, Anoka County, and the Lower Rum River Management <br />Organization. <br /> <br />That the use does not substantially, adversely impair the use, enjoyment or market value <br />of any surrounding property. <br /> <br />That the use is not unduly dangerous or otherwise detrimental to persons residing or <br />working in the vicinity of the use or to the public welfare. <br /> <br />That the use is harmonious with and in accordance with specific objectives of the <br />Comprehensive Plan. <br /> <br />That the use is designed, constructed, operated and maintained so as to be harmonious <br />and appropriate in appearance with the existing or intended character of the general <br />vicinity and will not change the essential character of the area. <br /> <br />RESOLUTION #97-05-136 <br /> Page 5 of 6 <br /> <br /> <br />
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