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replanted to native trees, shrubs, ~asses and forbs and if appropriate, a temporary cover <br />crop will be established. <br /> <br />Item 13 Mitication Element. Because the RTC site is within a DB/SMA, special <br />precautions are needed to protect groundwater resources. To make sure this occurs, any <br />discharge of runoff into an area dedicated to infiltration will be pre-treated through such <br />practices as particulate sealing, vegetative filtration, sk/mming, installation of compact, <br />sub-grade treatment (ex. catch basin inserts, cyclonic separators, filters), and var/om <br />types of pre-treatment soil filtering systems. These practices Mi1 be routinely maintained <br />and. inspected to make sure these pre-treatment practices do not provide a pathway for <br />contamination of groundwater. Areas that are potential ma/or sources, of contamination <br />("hot-spots") will be identified during construction and special precautions added. These <br />areas would include any location where pollutant spills We more likely to occur (service <br />stations, public works/police/fire fueling operations, significant chemical storage). <br /> <br />Within WIq[PAs, the use of conventional under~ound storage tanks to store anything: <br />other than water is restricted. If underground tanks are utilized in these areas they must <br />be double-walled with interstitial sensors and a network of monitoring wells must be <br />installed to assess potential ~oundwater contain/nation. In addition, an emergency <br />response plan should be developed for the immediate remediation of any spills or leaky <br />tank~. <br /> <br />When assembling the issues that were to be addressed as part of this AUAt% it was noted <br />by the Anoka Conservation District and by the DNR that there is a possible cormection <br />between the increased demand for municipal ~oundwater and the observed lowering of <br />wetlands in the vicinity of Municipal Wells..3, 4 and 5. Appendix F was prepared to <br />assess the general magnitude of the problem and the solutions required to address the <br />issue. It is now apparent that the wetlands in question experience natural drying during <br />periods of relative low precipitation. The photographic history included as part of the <br />Wetland Delineation report shows wetlands in the vicin/ty of the RTC site disappearing <br />during the mid to late 1980's which is prior to the development of the municipal wells. <br />I'his same phenomenon occurs again in the mid to late 1990's and pr/or to the installation <br />of Wells 4 and 5. The evaluation also found, as stated earlier, that drawdown levels [n the - <br />FIG unit are minimal and, therefore, could not be influencing the wetlands. To verify <br />these f'mding, however, it is recommended that long term monitoring be performed. <br /> <br />There is also some concern that increased pumping in the FIG aquifer could impact private wells <br />that pump from this aquifer. Again, the residual drawdown levels in the' FIG average 5- to 1 O-feet <br />during the peak summer pumping period (Appendix F) iud recover fully during the Fall, Winter <br />and Spring. Therefore, the radius of' influence of the wells will be very- small meaning there could <br />be no impacts to private wells developed in the same unit. <br /> <br />Before additional wells are constructed, additional appropriations will be applied ~'~- through the" <br />DNR. This will most likely require both short- and long-term testing and monitoring to verify the <br />above findings. Through this process, the-City can insure that there continue to be no impacts on <br />gToundwater and surface resources due to their appropriations from r. he FIG. <br /> <br /> <br />