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Ms. Mary Kay Wyland <br />October 6, 1994 <br />Page 2 <br />Sanitary Sewer and Water Main <br />• Lift station at intersection of Street "A" and Cedar Street must be sized to comply with <br />City staff study for this area. <br />• Sanitary sewer in Street "A" must be sized to comply with City staff study for this area. <br />• Water main in Street "A" must be sized to comply with City staff study for this area. <br />• A municipal well must be constructed to provide water for this plat. The production <br />goals for this well and the location must comply with the City staff study for this area. <br />• We recommend that the water main in Street "A" be looped to connect with the water <br />main in Street E along the south boundary of the plat. <br />Streets and Storm Sewer <br />• Compliance with City of Hugo storm water management plan must be proven. <br />• Provide discharge control from southwest corner of Block 7 for waters exiting plat <br />boundary. <br />• Developer to provide us with surface water piping and ponding calculations. <br />• Street "D" cul-de-sac has less than .5% slope around curb line. <br />• Street "I" cul-de-sac has less than .5% slope around curb line. <br />• Street "G" cul-de-sac has less than .5% slope around curb. <br />If you have any questions concerning this review, please call me at 490-2081. <br />Sincerely, <br />Short Elliott Hendrickson Inc. <br />Steven F. Heth, P.E. <br />tlo <br />c: John Powell, City of Lino Lakes <br />Don Volk, City of Lino Lakes <br />