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I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br />I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> <br /> I <br /> I <br /> <br />a $ <br /> <br />Sanitary Sewer <br /> <br />The proposed sanitary sewer laterals would be connected to <br />either the existing 12-inch subtrunk sewer at Dysprosium <br />Street and 142nd Circle or to the 12-inch subtrunk on 143rd <br />Avenue as shown on Exhibit B. The lateral sewers are pro- <br />posed to be 8-inch gravity sewers and would only provide <br />service to the proposed plat. <br /> <br />As part of the project, four inch (4") services would be <br />provided to the property line of the proposed benefited <br />property. However, in the case of the quad lots along <br />Dysprosium Street, a six inch (6") gravity line would be <br />provided and extended to the property line adjacent to the <br />streets. It would be the developer's responsibility to <br />extend the six inch (6") line and provide four inch (4") <br />services to the individual quad lots. The costs of all <br />service lines and laterals would be assessed on a unit <br />basis. <br /> <br />Ss <br /> <br />Watermain <br /> <br />Watermain service to the Phase II development will be <br />available from an existing 10-inch trunk watermain as shown <br />on Exhibit C. This existing watermain is supplied by the <br />existing well and pumphouse on the east side of State Trunk <br />Highway No. 47 and continues through the plat to the <br />Flintwood Hills Addition on the west and to Co. Rd. No. 116 <br />on the south. <br /> <br /> <br />