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Page 2 <br />53-4 6-9-79 <br />0 - <br />2.0' <br />clack clay loon topsoil (may be fill) <br />2.0 - <br />6.56 <br />3rawn sandy clay - -moist (mottling below 41) <br />6.5 - <br />8.0' <br />Light brown silty clay - firm <br />Dry at <br />time of <br />boring 12 a 30 p.m. 6-9-79 <br />Water <br />level " <br />60'0' 12s15 p.m. 6-10-79 <br />s3-5 <br />6-9-79 <br />0 - <br />2.0' <br />Dark brown clay loam topsoil (;day be fill) <br />2.0 - <br />3.0' <br />3rown sandy cla.-, (moist) <br />3.0 - <br />3.5' <br />3rown clayey sand <br />3.5 - <br />5.0' <br />3rown sandy clay - moist - soft <br />(Bottling below 4.5' ) <br />5.0 <br />5.5' <br />Cark brown water bearing clayey sand <br />Water <br />level 2 <br />3.9' 12a10 p.m. 6-10-79 <br />Percolation Rates <br />P-1 <br />23 minutes <br />per <br />inch <br />P-2 <br />23 minutes <br />per <br />inch <br />P-3 <br />20 -minutes <br />per <br />inch <br />P-4 <br />25 minutes <br />per <br />inch <br />P-5 <br />35 minutes <br />per <br />inch <br />P-6 <br />36 -minutes <br />per <br />inch <br />A :meeting war held on the site last week with Ar. Qullickson, dike <br />Caffron, of the City of Orono, and -myself present to review the findings <br />of the tests and discuss the possible systems, locations, etc., and <br />how they would best be utilized on.this property. The conclusion was <br />lat a mound system would be mist satisfactory in the location <br />the sketch. <br />3 mound system using a rock area of 10' x 50' with 3 <br />rated distribution pipes is recom•lended. The uphill face <br />and should have a varying slope which is flatter at the <br />order to divert the runoff around either end. The details <br />and construction are shown in the "Orono .Bound Package". <br />r information is required please feel free to call me. <br />Yours ver:i truly, <br />Car 1 W. 3org P. L <br />Ainn. Reg #750 <br />WI <br />