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Main Street Village <br />Preliminary Plat Review <br />City of Lino Lakes, Minnesota <br />Page 2 January 2, 2008 <br />7. In conjunction with the City's CUP requirements for a gas station, the following items must be met for <br />the Kwik Trip oil -water separator: <br />a. A minimum of 400 cubic feet of permanent dead pool storage capacity must be provided for <br />each acre of drainage area. <br />b. The minimum pool depth must be 4 feet. <br />c. The minimum oil containment capacity must be 800 gallons. <br />8. The limits of ownership for the sanitary sewer and watermain utilities are being further reviewed by the <br />City of Lino Lakes. <br />9. As requested by the Anoka County Highway Department in a letter dated December 10, 2007, an <br />additional 10 feet of right -of -way will be required along County Road 84 for future construction <br />purposes (60 feet total from centerline). Please provide the additional right -of -way within future <br />submittals. <br />10. At the "future" access road connection to County Road 84, the City of Lino Lakes is requiring <br />additional right -of -way. The additional right -of -way must be configured as a 30 -foot by 30 -foot <br />triangle on the north side of the right -of -way at the connection to County Road 84. The right -of -way <br />triangle is to facilitate the installation of a future traffic signal. <br />11. The Fire Department has reviewed the hydrant locations and they are recommending that the proposed <br />hydrant locations be adjusted. In addition, the Fire Department is recommending that two additional <br />hydrants be installed in the parcel north of the existing bank. A map will be provided to the Applicant <br />for incorporation into the proposed plans. <br />12. The attached drainage comments, dated January 2, 2008 must be addressed. <br />Traffic Analysis Comments: <br />1. An intersection capacity analysis must be performed for the year 2030 at the Slip Ramp/Main Entrance <br />intersection. <br />2. The traffic volume shown entering the site via the slip ramp is the same (189) for Phase 1, Phase 2, and <br />2030 and the traffic volume shown entering the site via the southern entrance is the same (154) for <br />Phase 2 and 2030. Please verify if these volumes are correct and, if they are correct, explain why the <br />volumes for these various periods are the same. <br />• <br />