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<br /> <br />....... <br /> <br />)~-\ <br /> <br />MINNESOTA DEPARTMENT ZH <br />Division of Environmental Health <br />REPORT ON PLANS <br /> <br />. <br /> <br />Plans and specifications on watermain: Southwind of Roseville, Roseville, Ramsey County, Minnesota, <br />Plan No. 980319 ""~)'fJ ,... <br /> <br />OWNERSHIP: City of Rosev, iIIe c/o Mr. Steve Sarkozy, Manager, Roseville City Hall, 2660 Civic Center rC~ <br />Roseville, Minnesota 55113 <br /> <br /> <br />SUBMITTER(S): Charles W Plowe, Consulting Engineer, 9180 Lexington Avenue North, Circle Pines, <br />Minnesota 55014 <br /> <br />Date Reviewed: August 11, 1997 <br /> <br />Date Received: August 1, 1997 <br /> <br />SCOPE: This report covers the design of this project insofar as the safety and sanitary quality of the water for <br />public consumption may be affected, and applies to this project only and not to the entire system or any other <br />part thereof. The examination of plans is based upon the supposition that the data on which the design is <br />based are correct, and that necessary legal authority has been obtained to construct the project. The <br />responsibility for the design of structural features and the efficiency of equipment must be taken by the project <br />designer. Approval is contingent upon satisfactory disposition of any requirements included with this report. <br /> <br />Water supply plans are examined with regard to the location, construction and operational features of the <br />design and maintenance of all parts of the system which may affect the safety and sanitary quality of the <br />water. Examination is based on the standards of this department. <br /> <br />This project consists of the installation of 257 lineal feet of 6-inch ductile iron pipe. <br /> <br />REQUIREMENT(S): <br /> <br />1. It is understood that the installation will be in accordance with previously approved specifications (City <br />Engineers Association of Minnesota, 1988 edition), and the standard utility specification for the city of <br />Roseville, 1985. <br /> <br />2. The watermain should be pressure tested at 150 psi for at least two hours, with no pressure drop. <br /> <br />3. It is recommended that a hydraulic analysis be conducted to assure that a minimum 20 psi is obtained at <br />the fire hydrant on the 6-inch dead end during fire flow conditions. If the 20 psi is not obtained, the fire <br />hydrant should be eliminated or replaced with a flushing hydrant. <br /> <br />COMPLIANCE: No construction shall take place except in accordance with the approved plans. If it is desired <br />to make deviations from the approved plans, the State Department of Health should be consulted and approval <br />of the changes obtained before construction is started; otherwise, such construction is installed without proper <br />approval, and in addition may create dangers to public health. <br /> <br />Authorization for construction in accordance with the approved plans may be withdrawn if construction is not <br />undertaken within a period of two years. The fact that the plans have been approved does not necessarily <br />mean that recommendations or requirements for change will not be made at some later time when changed <br />conditions, additional information, or advanced knowledge make improvements necessary. <br />