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Ms. Katie Larsen <br />2/23/2022 <br />Page 3 <br />2. Applicant to show emergency overflow elevations and locations for all facilities <br />and shall adjust contours accordingly. <br />The plans have been revised. <br />Applicant to remove note for previous EOF to south. <br />i '- <br />1`61 1 Oils e. <br />..�: <br />�:n <br />5. Applicant to provide EOF stabilization details. <br />6. Applicant to shift EOF location as far north as practicable, to avoid constructing <br />EOF over outlet pipe. <br />• Water Supply <br />There is existing 12-inch diameter ductile iron pipe (DIP) watermain located along Lake <br />Drive (CSAH 23) adjacent to the site. <br />The applicant is proposing a 1-inch copper water service to serve the proposed building. <br />The water service will connect into an existing stub from Lake Drive (CSAH 23). <br />Comments: <br />1. Applicant to verify if a 1-inch service is enough to serve the building and fire <br />flow requirements. A hydrant flow test is recommended to provide pressure <br />data to the architect or designer. <br />Plumber or Mechanical Contractor shall provide pressure and flow information <br />after the Site Plans have been approved by the City. 1-inch service for this <br />building should be adequate. <br />• Sanitary Sewer <br />There is an existing 21-inch diameter poly -vinyl chloride (PVC) sanitary sewer located <br />along Lake Drive (CSAH 23) adjacent to the site. The applicant is proposing a 4-inch <br />Precision Tune Engineering Review <br />