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AMERICAN <br />1 ENGINEERING <br />TESTING, INC. <br />SUBSURFACE BORING LOG <br />AET 70B NO: 01-02676 LOG OF BORING NO. 6 (p. I 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 />3" Bituminous pavement <br />1 _ <br />6.5" FILL, silty sand with gravel, brown, frozen <br />F <br />SU <br />(apparent base <br />2 - <br />FILL <br />FILL, mostly silty sand, a little gravel, brown, <br />frozen to 2' <br />18 <br />M <br />SS <br />12 <br />3 _ <br />4- <br />— <br />5 <br />6 <br />M <br />SS <br />15 <br />6- <br />SILTY SAND, trace roots, fine grained, brown, <br />7 - <br />moist, loose to medium dense, laminations of <br />sand and lean clay (SM) <br />12 <br />M <br />SS <br />12 <br />8- <br />9- <br />10 <br />10 <br />M <br />SS <br />10 <br />11 <br />COARSE <br />ALLUVIUM <br />12 <br />18 <br />M <br />SS <br />12 <br />13 <br />14 <br />-- <br />15 — <br />SAND WITH SILT WITH GRAVEL, possible <br />41 <br />M <br />SS <br />12 <br />16 — <br />cobbles, fine grained, light brown, moist, dense <br />(SP-SM) <br />17 — <br />18 -- <br />19 — <br />SAND WITH GRAVEL, fine to medium <br />grained, light brown, moist, medium dense (SP) <br />20 — <br />29 <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 />1 n <br />0-19/z 3.25 HSA <br />DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CAVE-IN <br />DEP H <br />FLUID LEEVEL <br />LEVEL <br />THE ATTACHED <br />12/5/05 <br />12:15 <br />21.0 <br />19.5 <br />20.7 <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 />I <br />T <br />THIS LOG <br />06104 <br />