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<br />, . <br /> <br />Mr. Timothy 1. Nelson <br /> <br />-3- <br /> <br />February 25, 1997 <br /> <br />The second major problem with the traffic study report that was mentioned at the beginning of this <br />section is that several aspects of the report are inconsistent with applicable technical standards. These <br />inadequacies include the following major issues: <br /> <br />a) Traffic study report uses wrona analysis year. Page 4 of the EAW indicates that a three <br />year period is expected for build out of the Centre Pointe project. That suggests that the <br />development would be completed in 2000. The nonnaI standard for determining the traffic <br />analysis year, and a requirement of the Minnesota Pollution Agency for the Indirect Source <br />Pennit required for this project, is to analyze conditions for the year after expected full <br />completion of the development. For Centre Pointe, the appropriate year thus would be 2001. <br />The traffic forecasts and analyses in the traffic study report are for 1997, not 2001. <br /> <br />b) Traffic analyses do not account for any other development or traffic arowth. The traffic <br />forecasts simply include the 1997 base volumes plus expected Centre Pointe traffic. No <br />attention is given to general traffic growth in the area or to trips generated by other new and <br />proposed development in the area, including: Twin Lakes Business Park, Gateway Business <br />Park, and Tower Place Business Park. <br /> <br />c) Traffic analyses do not address all potentially impacted locations. The traffic study just <br />addresses intersections along Cleveland Avenue from County Road C to County Road D. In <br />addition to these intersections, detailed consideration also needs to be given to the complete <br />interchanges ofI-3SW with County Road C and County Road D because much of the Centre <br />Pointe traffic will use these interchanges. Also, County staffhave expressed need to learn <br />about potential impacts on County Road D east of Cleveland Avenue. <br /> <br />d) Traffic analyses at the intersection of Oeveland Avenue and the I-35W north ramps are <br />incomplete. The analyses indicate that the east leg of this intersection is a driveway for a <br />trucking company. That is the present situation, but the City plans to replace that driveway <br />with Twin Lakes Parkway, a major new east-west route that extends through the Twin Lakes <br />Business Park to Snelling Avenue. According to current plans, the Twin Lakes Parkway <br />project also would include another major change to the intersection of Cleveland Avenue and <br />the I-35W north ramps - namely removal of the existing loop ramp from the south on I-35W <br />to the west on County Road C. The analyses do not account for either of these two changes <br />shown in current City plans. Another problem with the analyses at this location is that they <br />do not account for the effects of the metering signals on the ramp to northbound I-35W. <br />During the p.m. peak period, traffic queues from this ramp meter regularly extend to <br />Cleveland Avenue and sometimes extend south to County Road C. <br /> <br />e) Traffic study incorrectly identifies the function of County Road C, Oeveland Avenue, <br />and County Road D. The report labels all of these routes as collectors. In fact, all three <br />routes are minor arterials, with portions of each designated as A minor arterials. <br /> <br />f) Proposed access on Cleveland Avenue is much greater that intended for A minor <br />arterials. The site plan shown in Figure 4 in the EA W shows eight access points along <br />Cleveland Avenue. This frequency of access is much greater than the standard for A minor <br />arterials. If the Centre Pointe development were completed in accordance with the proposed <br />plan, the end result would be a reduction in traffic service and increased accident potential for <br />traffic on Cleveland Avenue. <br />