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 AMERICAN <br />ENGINEERING SUBSURFACE BORING LOG <br />TESTING, INC. <br /> <br /> AET JOB NO: 20-02044 LOG OF BORING NO. 1 (p. 1 of 1) <br /> PROJECT: Residential Development; Elk River~ MN <br /> <br />DEPTH SURFACE ELEVATION: 929.3 <br />IN GEOLOGY N MC SAMPLE REC. FIELD & LABORATORY TESTS <br /> <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL ~-200 <br /> <br /> Sandy lean clay, a little gravel, dark brown, :' '~ MIXED 4 F/M SS 12 <br /> 1 - frozen, soft (CL) ALLUVIUM_/ <br /> SLOPEWASH <br /> 3- Sandy lean clay, brown mottled, soft(CL) : 21 1~I I SS 10: 28 <br /> 4- <br /> 5- <br /> Silty sand, a little gravel, medium grained, brown 12 W I SS 12 <br /> 6 - mottled, wet, medium dense (SM) <br /> 1 <br /> [. <br /> : . COARSE <br /> 7- ' ' ALLUVIUM <br /> 22 WI SS 14 <br /> 8 - Silty sand, a little gravel, fine to medium - <br /> grained, brown mottled, wet, medium dense <br /> 9- (SM) <br /> 10- <br /> 26 W I SS 4 <br /> · <br /> 11- '" ' <br /> 12 M SS 16 <br /> 13 - Clayey sand, a little gravel, reddish brown, stiff TILL <br /> 14 - to very stiff(SC) <br /> 1615- ~ 24 M I SS 16 <br /> END OF BORING <br /> <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS <br /> NOTE: REFER TO <br /> <br /> 0-14½' 3.25" HSA DATE TIIvlE SAMPLED CASING CAVE-IN DRILLING WATER <br /> DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 2/25/02 11:15 6.0 4.5 5.3 3.8 SHEETS FOR AN <br /> 2/25/02 11:50 16.0 14.5 16.0 None EXPLANATION OF <br /> BORING <br /> COMPLETED: 2/25/02 2/25/02 12:00 16.0 None 5.7 TERMINOLOGY ON <br /> CC: GL CA: BL Rig: 3R 2/25/02 3:45 16.0 None 7.0 2.3 THIS LOG <br /> <br />2/99 <br /> <br /> <br />