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A AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />CONSULTANTS <br />• GEOTECHNICAL <br />• MATERIALS <br />• environmental <br />October 11, 1994 <br />Mr. Dale Gustafson <br />Gustafson Design, Inc. <br />1845 Wisconsin Avenue North <br />Golden Valley, MN 55427 <br />RE: Walls and Shore Protection Recotmnendations <br />Lear Residence <br />2525 Dunwoody Avenue <br />Orono, Minnesota <br />AET m-1943 <br />Dear Mr. Gustafson: <br />This reoort our opinions and recommendations concerning desi^ and <br />September 16, 1994. <br />by you. the project N^shore <br />on the attached copy of a plan drawing you ftimisned to us. <br />The proposed reaining walls consist of stOK factng *'* ^^ised <br />facing. WaU height wiU be a maximum of ^ ^^in»-aone with dimensions <br />for the wall ^^ de^ (from front to back of being). The <br />S^^ares-n«;Jd achieved bytom^g the stone, so there is moderate roughness <br />to the stone surfaces. <br />Lake shore protection on your project site currently of large <br />up to about 12- in diameter. Typical shore f ^^f^^'T^Tbould^ <br />(up to 4' in diameter) irregular field stone We understand <br />Urend from 4' to 5' above the present 'f <br />these adjacent shore protection nprap systems have been m pla« tor y <br />L site visit, it appeared those adjacent riprap systems were m excellent condition. <br />• an AFFIRMATIVE ACTION EMPLO^y