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4.9 LAMBERT AVENUE DRAINAGE STUDY <br />Regional drainage from Lambert Park flows north through the property at 2255 Lambert Avenue. Low <br />flows are conveyed in a storm sewer across the property, but larger flows travel overland diagonally <br />across the property. The property has been subdivided into four lots and is in the process of being <br />redeveloped. Accordingly, the City prepared the Lambert Avenue Drainage Study to determine ponding <br />requirements on the property to control runoff leaving the site. The study recommended pond volumes, <br />peak flow rates, and high water level to provide freeboard and maintain flows at existing conditions. <br />4.10 LONGVIEW ESTATES DRAINAGE STUDY <br />The Longview Estates development in 2014 modified the grading, ponding, and an existing wetland in the <br />area south of County Road H2 between Silver Lake Road and Longview Drive. Since that time, water <br />levels in the existing wetland have been rising, resulting in wet back yards to the north and east of the <br />wetland. The Longview Estates Drainage Study evaluated the hydraulics of the situation and <br />recommends various grading, storm sewer, and outlet modifications to reduce the water levels in the <br />area. <br />4.11 RAMSEY COUNTY GROUNDWATER PROTECTION PLAN <br />The draft Ramsey County Groundwater Protection Plan was last updated in 2010. Ramsey County is now <br />in the process of updating the plan. The City of Mounds View will submit a draft of the LSWMP to Ramsey <br />County for review and comment. <br />The groundwater protection plan provides a summary regarding the regulatory framework for <br />groundwater protection in Minnesota. The Minnesota Department of Health (MDH) is the key agency that <br />aims to prevent the pollution of water supplies to ensure safe drinking water sources and limit public <br />exposure to contaminants. <br />4.11.1 WELL VULNERABILITY ASSESSMENT <br />The MDH evaluated the vulnerability of Mounds View's municipal wells to contamination from surficial <br />contaminants. The evaluation parameters included geology, well construction, pumping rate, and water <br />quality; wells were classified as either Vulnerable or Not Vulnerable. The geologic sensitivity rating of the <br />aquifers within the Drinking Water Supply Management Area (DWSMA) was also evaluated. Using <br />geologic logs, the geologic sensitivity of each well was rated using a score ranging from very low to very <br />high. The DWSMA is assigned a vulnerability ranging from low to moderate. The vulnerability <br />assessment of each well is described in Table 4.1. <br />City of Mounds View 24 <br />Local Surface Water Management Plan Stantec Project No. 193804166 <br />(i 5tantec <br />