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flow to thedrainage area and reduce the amount of storm water treatement. <br />A stormcepter is proposed at the intersection of Evans Avenue and Main Street to provide <br />some water treatmentprior to thepointthe stormwater drains into theexisting system. <br />Best Management Practices (BMP’s), as required by the Minnesota Pollution Control <br />Agency (MPCA), will be utilized during construction to minimize erosion and sediment <br />runoff from the construction site. These BMP’s may include silt fence, construction <br />entrancesand storm water inlet protection. <br />Project Area2 <br />Because Industrial Boulevard NW is a MSAS route, storm sewer improvements must meet <br />MSAS requirementswhere the full depth reclaim and new curb & gutterareproposed. <br />Additional catch basins will be needed to reduce the width of the flow spread in the <br />gutterline. Therefore,storm sewer will be extended to the north in the east segmentof the <br />Industrial Boulevard loop. The west segment of Industrial Boulevard is receiving an <br />overlay, which in accordance with MSAS standards is considered maintenance and <br />therefore not subject to the hydraulic requirements of a reconstructed segment. <br />nd <br />Storm sewer is proposed to collect the water from the west end of 192Court and convey <br />it to the existing storm system that discharges to the south west of the improvement area. <br />This will eliminate the need for the riprapped spillway as well as reducethe risk for <br />erosion. <br />C.SANITARY SEWER <br />Project Area1 <br />AllVCP sanitary sewerpipe within the project limitswill be removed and replaced with <br />8-inch gasketed PVC pipeand new sanitarysewermanholes.Theexisting sanitary sewer <br />services will be replaced to the right-of-way with 4 or 6-inchgasketed PVC pipe. The <br />12R13.103354 <br />April 2011 <br />