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CASE <br /> <br />REQUEST FOR REVISED FINAL PLAT APPROVAL OF CHESTNUT RIDGE; <br />~ASE OF GOOD VALUE HOMES, JOHN PETERSON <br /> By: City Engineer Steve Jankowski <br /> <br />Background: <br /> <br />As you may rec~ill, on March 22, 1994, the City Council granted final plat approval to Chestnut <br />Ridge. That app~val was given contingent upon the developer obtaining a permit from DNR to <br />cross Wetland #3:114P in order to construct Krypton Street N.W. as a through street versus a cul- <br />de-sac. <br /> <br />Observations: <br /> <br />The DNR has rejected the request for a permit which would allow the placement of fill and a <br />culvert to facilitate a road crossing approximately a twenty-four foot channel over which it has <br />jurisdiction as a portion of protected wetland 114-P. The DNR's position is that the impact to this <br />protected area ist,avoidable by bridging the wetland or terminating Krypton St. N.W. short of the <br />channel as a cul-de-sac. <br /> <br />At this point, the iCity's options are as follows: <br />(1) Appeal th~ DNR's permit denial. <br /> <br />The pernlit application had proposed placing two six-foot wide culverts to replace the <br />existing {ighteen inch corrugated metal pipe. The appeal process would involve public <br />notification culminating in a heating before an administrative law judge. The judge's <br />decision ~ould be submitted to the Commissioner of the DNR who would render the final <br />decision. !The cost of the appeal could be as minimal as the cost of the public notices and <br />court costg, however, the cost could be greatly increased if paid witnesses are utilized. The <br />process v~ould be lengthy and construction could not be considered until 1995 at the <br />earliest. <br /> <br />(2) <br /> <br />(3) <br /> <br />Revise th{ final plat to include a cul-de-sac instead of a through street. <br /> <br />This alternative would result in a 1,400 foot cul-de-sac which is over twice the City <br />standard for cul-de-sac lengths. This would also result in the loss of one lot from the <br />through skeet configuration. In the event of an emergency, twenty-five homes would be <br />dependeni on a single access point. <br /> <br />Bridge th~ DNR jurisdiction. <br /> <br />This woul~ require consmacting a bridge over the entire 24 foot distance under jurisdiction <br />of the DNR. Although a DNR permit would be required to construct the bridge, the DNR <br />would noi need to address the fill issue which they find so objectionable. The most <br />economic¢l bridge for this road is anticipated to cost between $50,000 and $60,000. This <br />bridge wogld have a service life of between 20 and 30 years. The Developer has indicated <br />that it wotild be economically unfeasible to pay this entire cost. If the Council would select <br />this optiori, the City would be expected to contribute a portion of the bridge cost. <br /> <br /> <br />