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AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />SUBSURFACE BORING LOG <br />AET JOB NO: 01-02676 LOG OF BORING NO. 8 (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 TESTS <br />WC <br />DEN <br />LL <br />PL <br />464201 <br />FEET <br />MATERIAL DESCRIPTION <br />TYPE <br />IN. <br />6.75" Bituminous pavement <br />SU <br />6" FILL, sand with silt with gravel, brown, <br />1 _ <br />frozen to 1' (apparent base <br />26 <br />F/M <br />SS <br />12 <br />2- <br />8 <br />M <br />x <br />SS <br />18 <br />3_ <br />FILL, mostly silty sand, a little gravel, dark <br />FILL <br />4 - <br />brown and brown <br />9 <br />5 - <br />5 <br />M <br />SS <br />18 <br />6- <br />LEAN CLAY, brown, firm (CL) (may be fill) <br />FINE <br />7 <br />6 <br />M <br />SS <br />10 <br />8 - <br />OR FILL <br />9- <br />10 - <br />SILTY SAND, fine grained, brown, moist, loose <br />COARSE <br />ALLUVIUM <br />6 <br />M <br />SS <br />12 <br />( SM) (may be fill) <br />OR FILL <br />11- <br />SAND WITH SILT, a little gravel, fine to <br />12 <br />13 <br />medium grained, brown, moist, loose (SP-SM) <br />10 <br />M <br />SS <br />12 <br />14 <br />15 - <br />SAND, a little fine to medium grained, <br />COARSE <br />9 <br />M <br />SS <br />12 <br />16 <br />gravel, <br />brown, moist, loose, a lense of lean clay at about <br />:'•' <br />ALLUVIUM <br />18' (SP) <br />17 - <br />7 <br />M <br />SS <br />10 <br />18 - <br />SILTY SAND, fine grained, brown, a little dark <br />19 <br />brown mottled, moist to wet, loose, laminations <br />20 - <br />of lean clay (SM) <br />7 <br />M/W <br />SS <br />12 <br />21 - <br />SANDY LEAN CLAY, a little gravel, gray and <br />TILL <br />TW <br />24 <br />22 <br />brown mottled to grayish brown, firm to stiff <br />23 - <br />(CL) <br />15 <br />M <br />SS <br />18 <br />24 - <br />[END OF BORING <br />DEPTH: DRILLING METHOD <br />WATER LEVEL MEASUREMENTS <br />NOTE: REFER TO <br />" <br />0-23 3.25 HSA <br />DATE <br />TIME <br />SAMPLED <br />DEPTTH <br />DEPTHING <br />FLUID LEVEL <br />LEVEL <br />T� ATTACHED <br />12/2/05 <br />11:10 <br />24.5 <br />23.0 <br />24.5 <br />None <br />SHEETS FOR AN <br />EXPLANATION OF <br />BORING <br />TERMINOLOGY ON <br />COMPLETED: 12/2/05 <br />THIS LOG <br />DR: DS LG: JB Rig: 33C <br />06/04 <br />