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AAMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING,INC. <br /> mom <br /> AFT JOB NO: 22-00012 LOG OF BORING NO. EP-9 (p. 1 of 1) <br /> PROJECT: Proposed Crystal Bay Business Center; Orono,Minnesota <br /> DEPTHSURFACE ELEVATION: 1021.1 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> ELEV. <br /> FEET 1'EET MATERIAL DESCRIPTION TYPE IN' WC DEN LL PL %-#200 <br /> FILL,a mixture of sandy clay and silty <br /> 1 — sand,trace roots,black and gray 36 M SS 24 <br /> mottled,frozen <br /> 2 1019.1 <br /> FILL,mostly sandy clay,trace fine FILL <br /> — <br /> 3roots,black and gray mottled 11 M SS 19 <br /> 4 1017.1 <br /> FILL,mostly sandy clay,trace fine <br /> 5— roots,brown,black and light brown 4 M SS 19 <br /> 6 1015.1 <br /> �'..1: <br /> 7 SILTY SAND,fine to medium grained, : :' COARSE 9 M SS 14 <br /> brown,moist,loose,lenses and ::•\'•ALLUVIUM <br /> 8— laminations of silt(SM) <br /> 9— ;•;� 9 M SS 10 <br /> 10 1011.1 <br /> END OF BORING <br /> Offset 30'north <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SEPPTHD CASINGPTTHCAVE-INDPPTFLUID LEVEL LEVEL <br /> 2/27/06 <br /> R THE ATTACHED <br /> 0-8' 2.25"HSA <br /> 2/27/06 10.0 8.0 8.0 None SHEETS FOR AN <br /> EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLE FED: 2/27/06 <br /> DR: MN LG: TM Rig: 750D THIS LOG <br /> 06/04 <br />