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AR — 1 7 - 93 WED 3 : 0 .s pi Pi I ER STEW ART & ASSOC _ P _ 02 <br /> Mr. Steve Rohlf <br /> March 16, 1993 <br /> Page Two <br /> C. Gracljng and Drainage <br /> 1. A major gas line crosses the southwest portion of the property. Grading over this <br /> gas line easement needs to be in accordance with utility company regulations. <br /> 2. Grading adjacent to TH 169 needs to be reviewed by MnDOT. <br /> 3. Storm drainage is shown flowing into either the MnDOT right-of-way or a small <br /> ponding area with no outlet in the southeast corner of the property. Neither of <br /> these are acceptable. All storm drainage should be directed to the large wetland <br /> area in the northwest corner of the property, which is proposed as a regional <br /> • ponding area. <br /> 4. It is recommended that provisions be provided for an outlet from the small <br /> ponding area in the southeast corner of the property. This could be accomplished <br /> by either connecting the existing storm sewer outletting in this pond to the <br /> proposed storm sewer in the plat, or by providing an adequately sized easement <br /> along the south plat line for future outlet to the TH 169 ditch system, <br /> 5. No development plan has been provided. This will be required along with soil <br /> borings indicating water table and/or mottled soil elevation prior to City Council <br /> review. <br /> 6. The City Council has authorized a comprehensive drainage study for the City. <br /> This plan will provide for high water levels in the regional pond adjacent to this • <br /> project. This high water level will be necessary in order to establish lowest floor <br /> elevations for the development plan. <br /> 7. The proposed grading plan should be submitted to the DNR and C of E for <br /> review and any necessary permitting. <br /> D. Outlots <br /> • 1. Sanitary sewer will serve this site by being extended along the TH 169 right-of- <br /> way from the southwest corner of the MnDOT facility. The City is currently in <br /> the process of taking flow measurements in the existing sewer system to <br /> determine if adequate sewer capacity exists to service this project. This <br /> information should be available prior to the preliminary plat being considered by <br /> the City Council. <br />