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• Drainage Review for Page 3 June 21, 2002 <br />Russian Baptist Church <br />• <br />• <br />The Geotechnical report has been received. The water table elevation is <br />approximately 885.5 feet according to the report. This is well below the lowest floor <br />elevation. <br />11. The primary and secondary location for the septic drain fields should be shown on the <br />grading plan. At this time only one septic area is labeled. <br />Primary and secondary locations are now shown on the grading plan. <br />12. There is an existing gravel driveway that crosses the proposed property. Is this access to <br />remain? If so, an access easement is needed. <br />It still is unclear whether the existing 8' driveway will remain. <br />13. Approval from Rice Creek Watershed District is needed. <br />Rice Creek Watershed District has granted approval pending field verification of <br />the delineated Wetlands. <br />14. The gravel entrance material is not defined; it should be a minimum of 11/2-inch rock. <br />This comment has been addressed. <br />15. Ash Street is a County Road. The proposed access drive and activity within the County <br />Right -of -Way must be approved by the Anoka County Highway Department. <br />16. The grading details of the future parking area will have to be reviewed when the <br />expansion is requested. <br />