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From:Joe Federer <br />To:Matthew Bachler <br />Subject:PC 17-029 - Request for denial <br />Date:Wednesday, February 07, 2018 5:28:20 PM <br />Attachments:image.png <br />Matt -- I've corrected some incorrect information since the last email I sent. I'd prefer if this email replaces the previous email <br />I sent last time. Some examples include not knowing that the lift station was rebuilt in 2012 (I said it was still from 1971) and <br />getting the new easement square footage incorrect... <br />I still apologize for reference, spelling, or other errors... I did my best to be accurate, honest, and clear... but I only <br />have so much time -- 3 kids, 2 dogs, 2 jobs, etc -- and the notices this time just went out with a few days lead time. <br />I appreciate your patience. I only plan to read the last section if I speak. <br />17-029 should be recommended for denial for the following list of reasons: <br />Incomplete plan application: <br />Chapter 11 of city codes on necessary data when applying for a preliminary plat requires that "a one-hundred year <br />flood plan study, including flood fringes and floodways" (1110.02 Subd 2, section B, item 8) be included with the <br />plans. I do not see this. 1150.03 Subd1 would allow the commission to exempt the plan from this requirement: <br />"The provisions from which the subdivision may be exempted shall be specified by the planning commission at its <br />first meeting at which the subdivider's application under this paragraph is presented.". I don't see anything <br />providing said exemption in the Jan 10 meeting notes. <br />Wetland protection: <br />The wetland protection plan in inadequate. It seems to be putting more water directly into the wetland <br />and does not include a viable maintenance plan. <br />First - by the submitted plans own hydrologic flow analysis, water that hits the lot 1 driveway <br />will run down a steeply graded driveway (7.7 and 8.3 grade on driveway) away from the stormwater storage <br />basin and then goes down an even steeper slope (steepened to allow for driveway) to wetland. I showed the plans to a <br />hydrologist that specializes in groundwater-surface water interaction at a federal science agency and he indicates that almost <br />none of the water that hits the driveways would infiltrate - this is backed up by the RCWD requiring filtration basins <br />rather than infiltration basins - and none of it would make it into the southerly basin and, instead, would flow south of the <br />basin "creating erosion and potential water quality issues and additional sedimentation in the wetland" for lot 1 and added <br />flow to the street. He further notes that depending on the Lot 1 house design, water hitting that roof would flow unimpeded <br />down into the extreme slope[11] wetland or onto the driveway. He notes the basins, particularly the southern one, are simply <br />not located in the right places and appear to be crammed into the available location rather than an effective location (this <br />statement further supported by the RCWD comments). <br />I contacted RCWD directly about the appeal process or if they took the 2012 steepening of the grade into account <br />but have not hear back. <br />Secondly, and equally (more?) concerning: stormwater basins require maintenance. The city has stated multiple times they <br />are not responsible for maintenance; the plan says the city is not responsible for maintenance; the RCWD simply says "there <br />must BE a plan" but does not indicate what it is. What wording is being included to ensure they are maintained and <br />inspected properly and what penalty is there for not doing so?