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ARDEN HILLS CITY COUNCIL – AUGUST 29, 2016 6 <br /> <br />8. NEW BUSINESS <br /> <br />A. 2015 PMP Venus Drainage <br /> <br />Acting Public Works Director Anderson stated the 2015 PMP project occurred in the Venus <br />Crystal neighborhood in 2015. The roadway was modified to add concrete curb and the storm <br />sewer system retro fitted to match the concrete curbing. The design of the roadway called for the <br />road to be lowered slightly at the low point in front of 1776 Venus Avenue. As part of the design, <br />the crown in the road was also eliminated to provide a better fit to the existing driveways in the <br />area which are flat on one side of the street and steep on the other. As an additional storm water <br />treatment BMP, a sump catch basin with a filter designed to trap sediment was installed in this <br />location and two other locations. <br /> <br />Acting Public Works Director Anderson reported staff was contacted by the resident at 1776 <br />Venus Avenue with concerns over the storm sewer capacity and street drainage backing up onto <br />their property as far back as the garage and house. Staff investigated the storm system and found <br />debris clogging the screen that was limiting the flow of storm water through the screen. Public <br />Works has removed these screens based on this result. In rain events since the screen was <br />removed the storm water backup onto the lot has been less but still does, in heavy rains, encroach <br />on to the driveway. <br /> <br />Acting Public Works Director Anderson commented based on the observations of the system <br />operations the engineer has recommended two changes to the storm drainage system. The first is <br />to add additional inlet capacity at the low point in the road just west of the driveway to 1776 <br />Venus Avenue. This additional catch basin would allow for storm water to get into the system <br />faster as well as provide some redundancy should one inlet get clogged with debris. The result of <br />this would decrease the ponding in the street and backup into the driveway at 1776. As with any <br />storm design there is always a larger storm event that may come along and overwhelm the system. <br />In th ese cases, it is important to have a route for storm water to escape the low point in the road <br />overland that does not involve flooding structures. This low point in the street has a potential <br />overflow route that can be created with a minimal amount of grading. The second <br />recommendation is to grade an overflow swale along the east property line of 1776 Venus Avenue <br />that will provide and overland route for storm water to flow should a rain event exceed the <br />capacity of the system. The other benefit of having an emergency overflow route in place is that if <br />the house at 1776 Venus Avenue experiences water in the basement and the street water is show <br />not to contribute to the problem, then the wet basement is a result of roof runoff or yard drainage <br />or some other factor unrelated to the street. City staff support pursuing both of the options <br />recommended by the engineer. <br /> <br />Acting Public Works Director Anderson explained staff met with both the owners at 1776 and <br />1768 Venus Avenue who share the common lot line where this overflow route is proposed. He <br />described the proposed grading and stated the City has obtained their approval of this approach. <br />This work is proposed to take place within the existing drainage easement. <br /> <br />Acting Public Works Director Anderson stated quotes were solicited for this work and the low <br />price for the catch basin is from C.W. Houle Inc. The City has contracted with C.W. Houle in the