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AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />SUBSURFACE BORING LOG <br />AET JOB NO: 01-02676 LOG OF BORING NO. 1 (p. 1 of 1) <br />PROJECT: Various Roads: Gem Lake. MN <br />DEEPNTH <br />SURFACE ELEVATION: <br />GEOLOGY <br />N <br />MC <br />SAMPLE <br />REC <br />FIELD & LABORATORY TESTS <br />WC <br />DEN <br />LL <br />PL <br />FEET <br />MATERIAL DESCRIPTION <br />TEE <br />IN <br />5.5" Bituminous pavement <br />SU <br />1 <br />6" FILL, silty sand, a little gravel, brown, frozen <br />to about I V (possible base <br />FILL <br />23 <br />F/M <br />SS <br />12 <br />2 <br />FILL, mostly silt • sand a little lean clay,brown <br />SILTY SAND, fine grained, light brown, moist, <br />9 <br />M <br />SS <br />12 <br />48 <br />3 <br />loose (SM) <br />4 <br />5 <br />13 <br />M <br />SS <br />10 <br />6 <br />SAND, a little gravel, fine to medium grained, <br />7 <br />light brown, moist, medium dense (SP) <br />13 <br />M <br />SS <br />6 <br />8 <br />9 <br />10 <br />14 <br />M <br />SS <br />8 <br />11 <br />COARSE <br />12 <br />:. <br />ALLUVIUM <br />13 <br />14 <br />M <br />SS <br />10 <br />14 <br />15 <br />SAND WITH SILT, fine grained, light brown, <br />23 <br />M <br />SS <br />10 <br />moist, medium dense (SP-SM) <br />16 <br />17 <br />18 <br />23 <br />M <br />SS <br />3 <br />SAND, a little gravel, fine to medium grained, <br />19 <br />light brown, moist, medium dense (SP) <br />20 <br />23 <br />M <br />SS <br />10 <br />21 <br />END OF BORING <br />DEPTH: DRILLING METHOD <br />WATER LEVEL MEASUREMENTS <br />NOTE: REFER TO <br />0-19'/2' 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 />12/2/05 <br />2:30 <br />21.0 <br />19.5 <br />20.9 <br />None <br />SHEETS FOR AN <br />EXPLANATION OF <br />COMPLETED: 12/2/05 <br />TERMINOLOGY ON <br />DR: DS LG: JB Rig 33C <br />THIS LOG <br />06/04 <br />