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M <br />Bonestroo, Rosene, Anderlik & Associates, Inc. <br />c AIIv—II <br />GW,1,r­kP! <br />A4uJvn. Y! <br />e <br />IvvpxC lM2l.l. <br />Y <br />Ibnu.— l hup., I <br />brxJ/uNA Lx,M1.YL <br />bYNW Lpn,YL. <br />Trunk Highway 38 Engineers & ArchitectsSt. <br />N�tAml[. )nw.Y1 <br />)•.., L vrvw. PL. <br />NubnG ..Wnx M.Yl. <br />M•..W. sY <br />Paul, <br />St Pa06 N 88113 <br />. PE <br />612-636-4600 <br />•. <br />11111A 'I <br />".. P. <br />TN F LW. 11 <br />M R•nwwI P.L. <br />January 26, 1987 - <br />NI <br />N n•a.N.Yi. <br />JAN281987 <br />L,WULWO.YL <br />),WxM W WxrM..YL. <br />L <br />City of Orono U <br />i P E <br />�We. Ww <br />.'& <br />Box 66 <br />Anx[Y A.b.A. It <br />Crystal Bay, MN 55323 <br />Al/1.1 A .,.It.It, <br />0 .0 NxM, A.)A. <br />Attn: Ns. Jeanne Nabusth <br />)""'x'L AyM. Al. <br />I.A Lft_ <br />Re: File No. 139-1096 <br />MM M. Win <br />Pe[ermen 2nd Addition <br />a.w MrMN. <br />Dear Jeanne, <br />We teve reviewed the Peterman 2nd Addition site plan and would recommend that <br />certain drainage considerations be addressed. The developer will also have to <br />provide a plan for the street construction. <br />The drainage way along the west line of the plat through lots 1 and 2 should <br />be constructed at this time. There should be a 2 foot deep ditch graded <br />through this area. The ditch along Watertown Road from the new private street <br />to Old Crystal Bay Road should be graded at this time. This will require that <br />an easement be acquired on the Rush property to accommodate the ditch work. <br />The placement of a culvert under the Rush driveway will also be required. <br />If you have any questions, please contact this office. <br />Yours very truly, <br />BONESTROO, ROSENE, ANDERLIR 6 ASSOCIATES, INC. <br />Glenn R. Cook <br />CRC:li <br />Encl. <br />1743e <br />30 Year <br />Anniversary <br />