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John Powell Page 2 May 1, 2001 <br />Target <br />location of the emergency overflow. The low floor elevation for each building site must <br />also be labeled. <br />5. Included in the plans submitted to the City for review was a site infiltration plan. <br />Included in the plan are the locations of several bio retention basins. The bio retention <br />basins appear to be located primarily in the parking lot islands and medians, which are <br />surrounded by concrete curb and gutter. Additional information must be provided that <br />illustrates how the storm water runoff from the site enters the bio retention basins. <br />6. The City of Lino Lakes requires that the construction details must be included in the plan <br />set. Some of the details that are needed are erosion control measures, storm sewer <br />manholes, catch basins, and outlet control structures. <br />7. Included in the storm calculations was the use of a broad crested weir. The location of <br />the weir must be shown on the grading plan. <br />8. The proposed utility plan includes the connection to the City watermain on 79`h Street <br />• and on Lake Drive, as well as a connection to the sanitary sewer on Lake Drive. <br />Currently, there is an existing 21" sanitary sewer main and a 12" watermain that runs <br />parallel to Lake Drive on the east side. The existing watermain on 79th Street is 8 inch. <br />The utility plan must include the length a slope of the proposed sanitary sewer. <br />• <br />