2003-143 Council Resolution - Laserfiche WebLink

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Birch Street Commercial Review Page 6 July 24, 2003 City of Lino Lakes, Minnesota • Extending the 8 -inch sewer the remaining distance to Hodgson Road at the southwest comer of the site. • Extending the sewer westerly from the front of the day care/office facility to Hodgson Road. This will allow properties along the west side of Hodgson Road to eventually connect to sanitary sewer. 3. The Developer shall be responsible for extension of sanitary sewer from Spirit Hills. The proposed extension will impact both City and County Roadways, and may require boring, jacking, or other means to limit impacts and disruptions. This issue should be investigated further and provided for on the Utility Plan accordingly. 4. The invert elevations provided on the sewer on the west side of the property appear to be incorrect (5 successive manholes have invert elevations of 887.8). 5. The Developer shall provide to the City of Lino Lakes a copy of the completed MPCA Sanitary Sewer Permit, including correspondence and approval of Metropolitan Council Environmental Services (MCES). 6. The Utility Plans shall include notes providing for erosion and sedimentation control. The Developer must provide a televised inspection of all sanitary sewer pipes upon completion of installation. Any required cleaning of sediment from the sewer pipes after construction shall be the responsibility of the Developer. 7. All sanitary sewers shall be tested and approved per the requirements of the City of Engineers Association of Minnesota Standard Specifications prior to acceptance by the City. Storm Sewer All storm sewer mainline pipes must be RC pipe. Backyard HDPE pipe leads will be allowed by the City Engineer. Wetland Delineation Report and Wetland Replacement Plan A Wetland Delineation Report must be prepared and provided with the permit application submittal to the Rice Creek Watershed District. Additional Comments 1. The lowest building opening must be a minimum of 1 -foot higher than the emergency overflow elevation. Basement floor elevations must be at least 4 -feet above the normal water elevation and 2 -feet above the design flood level. 2. Typical street sections (pavement section and design) must be provided. All street system components shall, as a minimum, meet Mn/DOT and City of Lino Lakes Engineering Standards.