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Mr. Kenneth Peterson, Chairman <br />November 25, 1980 <br />Page Two <br /> <br /> access since these are large lots and future develooment of those lots is not <br /> anticipated. These lots will require a variance, if they are approved. <br /> <br />5. In review of the soil borings'the water table appears to be at approximately <br /> elevation 885 along Sapphire Street and 890 on the north side of ~ounty Road <br /> No. 63. Based on the Anoka County soil survey, Soils mainly consist of <br /> Zimmerman fine sand and Nymore loamy coarse sand with severe slopes. However, <br /> in review of the topography it appears that the slopes are generally less than <br /> 12 per cent and are suitable for on-site sewage disposal systems. <br /> Lots 5 and 8 of Block 3 and Lot 1 of Block I do not contain'25% Class I land'. <br /> as required by Article 170.041 (4). However, the developer is proposing to <br /> fill Lot 5 of Block 3 and Lot 8, Block 3 and Lot 1, Block I have adequate Class <br /> I soils for the construction and reconstruction of an on-site disposal system. <br /> Therefore, we would recommend a variance be granted for these lots. <br /> <br />6. In review of the street grades we find that they are in accordance to city <br /> standards. <br /> <br /> 7. In review of the street layout the proposed plat did not provide access to <br /> the adjacent property south and east of the plat. <br /> If you have any questions in regard to the preliminary plat, please let us know. <br /> <br />Yours truly, <br /> <br />CONSULTING ENGINEERS DIVERSIFIED, INC. <br /> <br />PRR:jmj <br /> <br />CC'- <br /> <br />Zoning Members <br />Lloyd Schnelle, City Adm. <br />Mr. Rohlin, Meyer-Rohlin <br /> <br />File: RT2:15-78 <br /> <br /> <br />