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<br />roadway lletwork, existing and expected future traffic patterns and location of tIle sllbject <br />developlnellt. The distribution percentages are sllown in Figure 3. <br /> <br />Conunent - TIle Traffic analysis for illtersectiol1S should inclllde the adjacent <br />intersections vvithin Anoka County. <br /> <br />Response - All intersections were analyzed based on discussiollS witll the City prior to <br />tIle start of the study. The illtersectiolls shown ill the report \vill be most impacted by tIle <br />proposed developll1ent and tl1erefore \Varrallted allalysis. <br /> <br />Minnesota Pollution Control Agency (MPCA) -letter frOlll WillialTI J. Lynott, dated <br />Aprill3,2006. <br /> <br />Camme11t - Conce111s about the amount of impervious sllrface tllat will be created from <br />tIle developlnent and what controls will be used to protect OllT water reSOllrces. <br /> <br />Response - All stann water from the site will ultimately discIlarge under Twin Lalces <br />Road toward Trott Brook after it is conveyed to and treated in stann ponds. Rates of <br />discharge are mitigated to pre-existing flow rates. <br /> <br />COlTIlllel1t - How will tIle stOlID ponds fully mitigate illlpacts to receiving strealns alld <br />wllat is tIle receiving stream? <br /> <br />Response - The storm water model for this site is releasillg flo\v from the developed site <br />at a rate less than or equal to pre-developmel1t rates. The receiving streams are two <br />unnamed ditches. Both cross Twin Lakes Road and ultimately discharge to DNR <br />Wetland 71-238W. <br /> <br />Con1ll1ent - If the city's waste\vater treatment plallt does 110t expal1d, does it have <br />sufficient capacity for both the development and the proposed school? <br /> <br />Response - The city's wastewater treatment plant has sufficient capacity for tIlis <br />developlnent and proposed school witllout all expansion. <br /> <br />Concerned resident - Allan HoebeUleimich, undated <br /> <br />Cormnent - COllcems about drail1age alld how it may affect Cllrrent land uses. <br /> <br />Response - The draillage patterns from the north side of Viking Blvd \vill be preserved <br />with the proposed developmellt. Currently, storm water run-off enters tile project site <br />from the nortIl via a 15 inch culvert under Viking Blvd. This culvert will not be disturbed <br />or rendered ill-operable by the proposed project. Drainage will COlltinlle in a SOlltllerly <br />directioll to a proposed culvert llnder the proposed 197th A vellue. It will tIlell be <br />conveyed to the southwest and be discharged into the existing ditcll, which lies along tIle <br />