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AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />SUBSURFACE BORING LOG <br />AET JOB NO: 01-02676 LOG OF BORING NO. 3 (p. 1 of 1) <br />PROJECT: Various Roads; Gem Lake, MN <br />DEPTH <br />SURFACE ELEVATION: <br />GEOLOGY <br />N <br />MC <br />SAMPLE <br />REC <br />FIELD & LABORATORY <br />TESTS <br />WC <br />DEN <br />LL <br />PL <br />%20 <br />FEET <br />MATERIAL DESCRIPTION <br />TEE <br />IN. <br />2.5" Bituminous pavement <br />SU <br />1 <br />FILL, mixture of silty sand and clayey sand, a <br />FILL <br />little gravel, brown, frozen to 1.5' <br />F/M <br />SS <br />6 <br />2 <br />8 <br />M <br />SS <br />12 <br />3 <br />CLAYEY SAND, a little gravel, brown, firm to <br />TILL <br />4 <br />stiff, lenses of silty sand (SC) <br />9 <br />5 <br />11 <br />M <br />SS <br />12 <br />25 <br />6- <br />SILTY SAND WITH GRAVEL, fine to medium <br />' : <br />COARSE <br />7— <br />8 <br />grained, brown, moist, dense (SM) <br />: <br />ALLUVIUM <br />32 <br />M <br />SS <br />12 <br />OR TILL <br />9 <br />SAND, fine grained, brown, moist, medium <br />10 <br />dense, lenses of lean clay (SP) <br />13 <br />M <br />SS <br />10 <br />11 <br />12 <br />COARSE <br />ALLUVIUM <br />26 <br />M <br />SS <br />12 <br />13 <br />SAND, a little gravel, fine to medium grained, <br />14 <br />light brown, moist, medium dense (SP) <br />15 <br />30 <br />M <br />SS <br />10 <br />16 <br />17 <br />26 <br />M <br />SS <br />10 <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 />CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />DRILLING <br />FLUID LEVEL <br />WATER <br />LEVELTTHEATTACHED <br />12/5/05 <br />9:40 <br />21.0 <br />19.5 <br />20.8 <br />None <br />SHEETS FOR AN <br />EXPLANATION OF <br />BORING <br />TERMINOLOGY ON <br />COMPLETED: 12/5/05 <br />DR: DS LG: JB Rig: 33C <br />THIS LOG <br />06104 <br />