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5. 1. <br />Public Works Committee <br />Meeting Date: 09/19/2023 <br />Primary Strategic Plan Initiative: Not Applicable <br />Title: <br />Review Drainage Concerns at 5725 180th Lane NW <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is review drainage concerns of the property owners at 5725 180th Lane NW. Staff will <br />also present and discuss optional improvements to address their concerns and will seek direction for further action. <br />Background: <br />The property owners at 5725 180th Lane NW, Scott and Lisa Monserud, shared their drainage concerns with City <br />Staff during the design and construction of City Improvement Proi ect # 19-01, Ford Brook Estates Street <br />Reconstructions. In summary, they purchased this property over 25 years ago and have had concerns about <br />stormwater runoff backing up into the property from the drainage ditch located within City right-of-way along <br />180 Lane. <br />When the street was reconstructed in 2019, minor drainage improvements were completed as part of the project. <br />At the time staff informed the property owners that if they wanted the City to address their drainage concerns in <br />greater detail following completion of the project Staff would explore options and present them to the Public <br />Works Committee for review and consideration of further action. <br />Staff has since identified two primary options. <br />1. Option 1 - Fill the swale in between the ditch and the shallow pond east of their home that allows water to <br />back up onto their private property. If this option is pursued the fill would have to be designed to allow <br />runoff from the back yard to drain south into the drainage ditch unimpeded. Estimated costs for this option <br />could approach $25,000 depending on the scope of the work. <br />2. Option 2 - Construct an underground storm sewer system to direct runoff from the ditch to Ford Brook. <br />Estimated costs for this option total $183,000 if completed as a City Improvement project. Below is a cost <br />breakout. <br />Option 2 estimated nroiect costs - <br />48" Inlet Structure w/HC casting <br />$ <br />10,000 <br />4 x 48" Storm MH w/casting <br />$ <br />301000 <br />18" Flared End Section w/ grate <br />$ <br />3,000 <br />650 LF 18" RCP <br />$ <br />601000 <br />2 Driveway remove & replace <br />$ <br />6,000 <br />83 LF Culvert Removal <br />$ <br />11200 <br />0.25 Acre Seeding <br />$ <br />11500 <br />155 CY Topsoil <br />$ <br />81000 <br />Erosion Control <br />$ <br />11200 <br />Traffic Control (TH 47) <br />$ <br />51000 <br />Mobilization <br />$ 15,000 <br />Construction Total <br />$1409900 <br />Contingency (10%) <br />$ <br />141090 <br />