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SUBSURFACE BORING LOG <br />AMERICAN <br />ENGINEEPING TESTING <br />AET JOB NO: P-0016964 LOG OF BORING NO. B-1 (p. 1 of 1) <br />PROJECT: North Arm Bay Boat Launch; Mound, MN <br />SURFACE ELEVATION: 936.7 LATITUDE: 44.949983 LONGITUDE:-93.617785 <br />DEPTH <br />IN <br />FEET <br />MATERIAL DESCRIPTION <br />GEOLOGY <br />N <br />MC <br />SAMPLE TYPE <br />REC <br />IN. <br />IN. <br />FIELD & LABORATORY TESTS <br />WC <br />DEN <br />LL <br />PL <br />o-#20 <br />5" Bituminous pavement <br />FILL <br />F <br />FILL, mostly silty sand with gravel, dark brown, <br />frozen (A-1-b) <br />1 <br />F <br />2 <br />3 <br />F/M <br />15 <br />FILL, mostly clayey sand, a little gravel, <br />brownish gray, frozen to 4' (A-6) <br />4 <br />5 <br />11 <br />M <br />SS <br />11 <br />14 <br />6 <br />7 <br />8 <br />8 <br />M <br />SS <br />21 <br />13 <br />27 <br />9 <br />10 <br />8 <br />M <br />SS <br />13 <br />16 <br />11 <br />12 <br />SAPRIC PEAT, dark brown (PT) (A-8) <br />SWAMP <br />- <br />DEPOSIT <br />=_= <br />13 <br />5 <br />M <br />SS <br />24 <br />152 <br />14 <br />=== <br />15 <br />3 <br />M <br />SS <br />21 <br />149 <br />ORGANIC CLAY, trace shells and roots, dark <br />brown, soft (OL/OH)((A-8) <br />16 <br />17 <br />18 <br />BOG LIME, white and light gray (OL/OH) <br />(A-8) <br />19 <br />2 <br />M/W <br />SS <br />19 <br />58 <br />20 <br />END OF BORING <br />DEPTH: DRILLING METHOD <br />WATER LEVEL MEASUREMENTS <br />NOTE: REFER TO <br />0-18 3.25 HSA <br />" <br />DATE <br />TIME <br />SAMPLEDH <br />EPTH <br />CAVE-IN EPTH <br />FLUID EVEL <br />LEVEL ATER <br />E ATTACHED <br />2/3/23 <br />12:56 <br />20.0 <br />18.0 <br />18.5 <br />None <br />SHEETS FOR AN <br />EXPLANATION OF <br />BORING <br />COMPETED: 2/3/23 <br />TERMINOLOGY ON <br />DR: TA LG: AG Rig: 41 <br />THIS LOG <br />03/2011 01-DHR-1 132 <br />