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consutJn© en©'neer$ divers'lied ' <br /> p.o. box i. ossoo, minnesota 5536@ ~ (612) 425-2181 <br /> <br />civil <br />municipal <br />planning <br />environmental <br />land surveying <br />geotechnics <br /> <br />Mr. Kenneth Peterson <br />February 1, 1979 <br />Page Two <br /> <br />systems. Percolation rates varied from 5 to 15 minutes per inch, <br />and are suitable rates for on site sewage.disposa! systems, <br /> <br />In review of the street plans, the street grades are in conformance <br />with the City Code. However, we would recommend that the temporary <br />turn-around on Basalt.Street N.W. have. a.minimum..rad!us ~f.,4,0. feet. ~.. . ~ .~....~.. <br />to p~ovide adequate area for turning of snowplowing and maintenance <br />equipment. Also at the point where Azu~ite Street N.W. meets the <br />existing roadway, the existing grade should. ~e~shown and.ayert}cal. <br />curve may be required. .- <br />In review of construction, requirements, :the reference to the curb. <br />section in item 6 should be dele~ed.s!nc~ the.proposed street sec- <br />ti~n is rUral and {tem 8 should be changed to include a~Ch'~lVer~ '- <br />pipes and the culvert gage or thickness should be stated. ~ <br /> <br />If you have any questions regarding the prelimihary'pla't, please let us know, <br /> <br />Yours truly, <br /> <br />CONSULTING ENGINEERS DIVERSIFIED, INC. <br /> <br />Peter R. Raatikka, P.E. <br /> <br />cc: Zoning Members <br /> Lloyd Schnelle, City Adm; <br /> John Oliver & Assoc. <br /> Don Greenberg <br /> <br />RT2:15-66 <br /> <br />keith caswell jr.. ~ darrell schneider ~ richard sba <br /> <br /> <br />