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� _. � 4 - . - <br />- <br />. _ _ � _ _- --- - _ � .- : . -: - - : <br />__ _.: _ � -` ` _ - � , _ ,. _ � , <br />,i—` - - — =— �-- °- --= -_ _- ._ _�_ . _._:_. __ . <br />Planning Commission Report #5 <br />Walgreens Proposal <br />March 26, 1998 <br />Page 2 <br />or oversight is made during the project review or construction, according to Nlinnesota Statutes, a <br />city, its staff and paid consultants cannot be held liable for any damages. <br />Discussion with the itv Eneineer• One of the questions asked at the last Planning Commission <br />meeting was how might the water table be impacted with the construction of the Walgreens store. <br />StafF directed this query to the City Engineer for his comment. Rocky Keehn of SEH, who is a <br />certified hydrological engineer specializing in stormwater and wetland management, explained that <br />there should be no impact to the water table directly attributable to this project. If anything, because <br />of the impervious surface area proposed, there might be less recharge into the water table. Recharge <br />is the means by which a water table or aquifer replenishes itself by absorbed water through the <br />ground. The recharge of a water table in a particular area is decreased as more impervious surface is <br />added. The regrading of the subject parcels to prevent stormwater runoff onto adjoining properties <br />should also lessen some of the existing problems experienced by the adjacent owners. <br />MnDOT Meetin�,, On Niarch 26, 1998, a meeting was held with MnDOT attended by myself, <br />Robert Cunningham of TOLD Development, Dan Soler, Ramsey County Traffic Engineer; Scott <br />Peters, MnDOT Local Government Liaison, Michael Christenson, Assistant Division Engineer for <br />NInDOT, Michael Chen and Jim Benshoof of Benshoof & Associates; and other MnDOT staff. <br />The focus of the discussion concerned the right-in right-out access proposed on Highway 10. In a <br />letter dated March 2, 1998, Scott Peters denied the proposed access due to safety considerations. <br />Specifically, there was not enough spacing between the intersection and the access point to allow <br />for safe deceleration. This letter was followed by another letter dated March 17, 1998, from Mike <br />Christenson, who reiterated 1�Ir. Peter's denial, stating that it would be irresponsible of MnDOT to <br />allow such an access. (This letter has been attached for your reference.) In addition to this, <br />however, he pointed out that MnDOT does not "own" the access rights for this location and as <br />such cannot prevent the access being granted if the City so desires. The meeting expanded on this <br />theme in that MnDOT could not actually deny the request since the approval was not theirs to give. <br />The applicant and his trai�ic experts pointed out that the addition of the right turn lane on County <br />Road I and the removal of the Eastwood Road access actually improved the overall functioning of <br />the intersection, to which MiiDOT and Dan Soler agreed, yet they did not feel the benefits <br />exceeded the possible dangers associated with the proposed Highway 10 access. The meeting <br />adjourned without MnDOT changing its position. <br />Traflic Calming: The City Engineer was sent two diagrams showing possible traffic calming plans <br />for Greenwood Drive. Of the two options presented, both of which are attached and labeled <br />Option 1 and Option 2, both the City Engineer and Mike Ulrich, Director of Public Works, <br />indicated that Option 1 would be more of a deterrent to fast speeds due to the abruptness ofthe <br />lane shift, whereas Option 2 is less abrupt and more smooth-flowing. The cost associated with <br />either option are minimal, although Option 1 would be significantly less as no additional pavement <br />would be required. Mike Ulrich explained that this might be a good test case which if proved <br />successful, could be incorporated into future street reconstructions and as a tool to reduce speeds <br />on some streets with long, uninterupted blocks. <br />