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AMERICAN 1 ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET JOB NO: 01-02676 LOG OF BORING NO. 10 (p. 1 of 1) PROJECT: Various Roads; Gem Lake, A N DEPTH SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC FIELD & LABORATORY TESTS WC DEN LL PL o-#20 IN FEET MATERIAL DESCRIPTION TYPE IN. 5.5" Bituminous pavement SU 4" FILL, silty sand, a little gravel, brown, frozen 1 _ a arentbase 37 M SS 10 2 - FILL, mostly silty sand, a little gravel, pieces of bituminous dark brown frozen to about 1' 8 M SS 15 3 FILL, mixture of sandy lean clay and clayey FILL 9 4 _ sand, a little gravel and organic clay, trace roots, 5 _ dark gray, grayish brown and black 7 M SS 18 6- 7- 9 M SS 18 SANDY LEAN CLAY, a little gravel, gray, WEATTAEREI 8 _ brown and dark brown mottled, stiff (CL) (may TILL OR 9 --_be fill) FILL 9 10__ SANDY LEAN CLAY, a little gravel, gray, WEATHEREE 9 M SS 18 brown and reddish brown mottled, stiff (CL) TILL 11 - 12 - TW 15 13 - SANDY LEAN CLAY, a little gravel, brown TILL 10 M SS 18 14 and gray mottled, stiff, a lense of lean clay at about 14.5' (CL) 15 - 15 M SS 15 16- 17 -- 18 - SAND, a little gravel, fine to medium grained, COARSE 37 M SS 10 light brown, moist, dense to medium dense (SP) ALLUVIUM 19 - 9 20 28 M SS 10 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME HED S DEPTH DE DEPTH DEPTH FLUID LEVEL LEVEL T� ATTACHED " 0-19/: 3.25 HSA 12/2/05 9:20 21.0 19.5 20.8 None SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON COORINGMPLETED: 12/2/05 THIS LOG DR: DS LG: JB Rig. 33C 06/04