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AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />SUBSURFACE BORING LOG <br />AET JOB NO: 01-02676 LOG OF BORING NO. 5 (p. 1 of 1) <br />PROJECT: Various Roads; Gem Lake. MN <br />DEPTH <br />SURFACE ELEVATION: <br />GEOLOGY <br />SAMPLE <br />REC <br />FIELD & LABORATORY TESTS <br />WC <br />DEN <br />LL <br />PL <br />4-420 <br />FEET <br />MATERIAL DESCRIPTION <br />N <br />MC <br />TYPE <br />IN. <br />3" Bituminous pavement <br />1 <br />F <br />SU <br />2 <br />FILL, mixture of lean clay with sand, sand}, lean <br />FILL <br />13 <br />M <br />SS <br />12 <br />3 <br />clay, clayey sand and silt, a little gravel, a piece <br />of bituminous at about 5', brown and reddish <br />4 <br />brown, frozen to 2' <br />5 <br />21 <br />M <br />SS <br />12 <br />6 <br />7- <br />9 <br />g <br />18 <br />M <br />SS <br />15 <br />9 <br />10 <br />SAND, fine grained, light brown, moist, medium <br />= <br />22 <br />M <br />SS <br />12 <br />11 <br />dense, lenses and laminations of silt and silty <br />sand (SP) <br />12 <br />13 - <br />25 <br />M <br />SS <br />12 <br />14 <br />COARSE <br />15 <br />ALLUVIUM <br />21 <br />M <br />SS <br />10 <br />16 <br />SAND, a little gravel, fine to medium grained, <br />light brown, moist, medium dense (SP) <br />17 <br />18 - <br />19 <br />20 <br />26 <br />M <br />SS <br />12 <br />21 <br />END OF BORING <br />DEPTH: DRILLING METHOD <br />WATER LEVEL MEASUREMENTS <br />NOTE: REFER TO <br />0-19%' 3.25" HSA <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />DRILLING <br />FLUID LEVEL <br />WATER <br />LEVEL <br />THE ATTACHED <br />12/5/05 <br />11:30 <br />21.0 <br />19.5 <br />20.8 <br />None <br />SHEETS FOR AN <br />EXPLANATION OF <br />BORING <br />COMPLETED: 12/5/05 <br />TERMINOLOGY ON <br />DR: DS LG: JB Rig: 33C <br />THIS LOG <br />Q6/U4 <br />