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Twin City Testing and Engineering Laboratory, Inc. <br />JOB NO. VERTICAL SCALE 1 It = 4 LOG OF TEST BORING NO. 1 <br />PROJECT nRAINAGE PRnRIEM� 3285 r.OMMONS BAY ROAD, LAKE MINNETONKA, MINNESOTA <br />DEPTH <br />DESCRIPTION OF MATERIAL <br />SAMPLE <br />LABORATORY <br />TESTS <br />FIN <br />EET <br />f—SURFACE ELEVATION 95. $' _ <br />N <br />WL <br />NO. <br />TYPE <br />W <br />D <br />L. L. <br />Ou <br />LEAN CLAY,black, frozen to ;' (CL) <br />1 <br />FA <br />i <br />LEAN CLAY, a little gravel, <br />brown, medium (CL) <br />2 <br />FA <br />4 <br />SANDY CLAY, a little gravel, <br />brown to grayish brown, rather <br />$tiff to stiff (CL) <br />3 <br />FA <br />4 <br />FA <br />5 <br />FA <br />i <br />I <br />6 <br />FA <br />I <br />I <br />i <br />7 <br />FA <br />i <br />29 <br />End of Boring <br />WATER LEVEL MEASUREMENTS <br />START 3-4-75 COMPLETE 3-4-7 <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />T <br />CAVE-IN <br />DEPTH <br />BAILED DEPTHS <br />WATER <br />LEVEL <br />METHOD 6 FAO-29 ,a 2.35 <br />2o5D <br />29 <br />i <br />t0 <br />---- <br />CREW CHIEF Mtshler <br />t0 <br />to <br />` <br />t0 <br />