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• The Honorable Chairman and Planning Commission <br /> March 15, 1999 <br /> Page Three <br /> Fire chief. The two connections to the existing 10-inch water main should be shown <br /> as wet taps. Two additional valves need to be added internal to the development. <br /> One located at the southeast end of the water main system just prior to the last <br /> hydrant. The second one needs to be provided just south of the intersection with the <br /> south access road. It is assumed that the other two hydrants shown in the <br /> development will be provided with hydrant valves. No where is the size of the water <br /> main noted on the plans. The water main should be eight-inch. <br /> • Sanitary sewer to service the development needs to be brought from the existing lift <br /> station located in the southwest corner of 193rd Avenue and Meadowvale Road is <br /> proposed to be extended along the east side of Meadowvale Road until it gets to the <br /> development and then it is continued internally. The sanitary sewer along <br /> Meadowvale Road will fall under the bituminous pathway so that the manholes will <br /> be located in the bituminous pathway and the pathway can be utilized by sewer <br /> department maintenance vehicles when necessary. <br /> • Permits from Sherburne County will be necessary for the crossing of the sanitary <br /> sewer, the two connections to the water main, and construction of sanitary sewer <br /> along Meadowvale Road within the County right-of-way. <br /> • This plat should pay a trunk sanitary sewer and water assessment along with a <br /> lateral water assessment. There will be no lateral sewer assessment since they are <br /> constructing the sanitary sewer themselves. <br /> • If you have any questions regarding any of these items or comments, please call. <br /> Sincerely, <br /> HOWARD R. GREEN COMPANY <br /> Terry J. Maurer, P.E. <br /> TJM:vtw <br /> • <br /> -owarc R. Green Conoany <br /> o./proj./805330J/0240/330-0315march99 CONSULTING ENGINEERS <br />