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Mr. Gerald Zimmerman, Chairman Page 2 October 31, 1989 Lots 2 and 3, Block 1 are deficient in street frontage being approximately 180' and 150' wide, respectively at the street frontage. It appears that they both would be less than 200' at the setback line. A 50' wide drainage easement each side of the drainage ditch centerline is required. We cannot comment on other drainage aspects due to lack of information submitted. The Anoka County Soil Survey indicates that soils within the plat are complex with more than 10 soil series identified on the plat. Significant areas of the plat are comprised of Class II, III and V soils unsuited for standard on-site systems. Nymore B and C sands are predominant Class I soils in a portion of the southern area of the plat and the westerly portion of the plat north of the drainageway. Soil borings should be undertaken to determine that adequate soils exist on each lot particularly in Lots 1-13, Block 1. 10. The plat will be reviewed by the Parks Commission at their November 9 meeting for parks dedication. Staff recommendation will be to require land to accommodate continuation of the trail along the drainageway and a north-south trail located between Lots 6-7, Block 1 and extending between Lots 9 and 10, Block 2 to the drainageway. These trail right-of-ways would be 75' in width. If you have any questions in regard to the proposed development, feel free to let us know. Sincerely, HAKANSON ANDERSON ASSOCIATES, INC. Peter R. Raatikka, P.E. /mlc cc: File: Mark Banwart, Comm. Dev. Dir. Hokanson Construction 1451 92nd Lane N.E. Blaine, MN 55434 Ulteig Engineers, Inc. 5201 E. River Rd., S308 Minneapolis, MN 55421 RA2:15-123