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- ~ AMEKICAN <br />ENGINEERING SUBSU~ACE BO~NG LOG <br />- ~ I ~ST~G,~C. <br /> <br /> AET JOB NO: 20-02044 LO6 OF BORING NO. 4 (p. 1 of 1) <br /> PROJECT: Residential Development; Elk River, MN <br /> <br />DEPTH SURFACE ELEVATION: 930.3 <br />IN GEOLOGY N MC : SAMPLE REC. FIELD & LABORATORY TESTS <br /> <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC 'DEN LL PL %-200 <br /> Clayey sand, a little gravel, apparent roots, dark ~ TOPSOIL F DS <br /> brown, fi'ozen (SC-SM) <br /> 1 Clayey sand, a little gravel, brown mottled, firm ~ WEATHEREI <br /> 2 (SC)~ TILL OR <br /> - ~ MIXED -- <br /> ALLUVIUM <br /> Silty sand, a little gravel, medium grained, " COARSE 7 M I SS 12 <br /> 3 - brown, moist, loose (SM) ALLUVIUM <br /> 6- <br /> 7- ~ 14 <br /> 8-~/A~ 17 Mii SS <br /> <br /> 9 - Lean clay, reddish brown, very stiff, lenses of ~ FINE <br /> silty sand (CE) <br /> ALLUVIUM <br /> 10- <br /> ~/, ORTILL 20, M SS 18 <br /> 12- <br /> <br /> 13- ~ 22MIss 18 <br /> 14-~ <br /> 15- ~, 20 M SS 18 <br /> END OF BORING <br /> <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASLrREMENTS <br /> NOTE: REFER TO <br /> <br />0-14½' 3.25" I-ISA DATE TI/VIE SAMPLED CASING CAVE-IN DRILLING WATER <br /> DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 2/26/02 12:30 16.0 14.5 16.0 None SHEETS FOR AN <br /> 2/26/02 12:35 16.0 None 12.2 None EXPLANATION OF <br />BORING <br />COMPLETED: 2/26/02 TERMINOLOGY ON <br />CC: GL CA: BL R/g: 3R THIS LOG <br /> <br />2/99 <br /> <br /> <br />