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CF KA I SER BORING VBO1 <br /> TE (S) DRILLED 1QZ0-:L 4 _ RIG TYPE CME-75HF <br /> EOLOGIST/ENGINEER P S FAGEPNFSS STATION UNION ICE - N W OF EXCAVATION <br /> SUPV PROF ENGINEER J FAPP WATER LEVEL NOT ENCOUNTEPEQ <br /> BILLING SUBCONTRACTOR WEST HAZMA T TOTAL DEPTH OF HOLE 41 f r <br /> ; <br /> C3 MATERIALS DESCRIPTION REMARKS <br /> J <br /> WW m W o <br /> > cc �u+r w <br /> w as w <br /> 0 CC m S N N CJ J <br /> Asphalt Note Advanced boring with <br /> LSANDY CLAY FILL (CL) damp dart, grayish brown 8 0 D hollow stem auger (HA) <br /> (2 SY 4/2) medium plasticity Split spoon sampler (2 I D) <br /> 2 driven with 140 pound hammer <br /> o CLAYEY GRAVEL (GC) cuttings Sampler contained three (3) <br /> 3 �� 2 by 6 brass or stainless <br /> O steel sleeves <br /> 4 // CLAYEY SAND (SC) damp dark grayish brown (2 SY 4/2) <br /> 100 5 0 /// low to medium plasticity fill <br /> 5 5 / <br /> 6 5 <br /> 7 <br /> l <br /> 8 <br /> _= l <br /> 100 5 0 <br /> 1O SANDY CLAYEY SILT (ML) most dark grayish brown <br /> 7 (2 5Y 4/2) medium plasticity <br /> 11 --_ <br /> 12 ==- <br /> 13 <br /> 14 <br /> 100 10 0 = <br /> 15 11 -_-= As above at 10 bgs <br /> 16 i3 = <br /> 17 ==- <br /> 18 === <br /> 19 === <br /> 20 100 12 0 As above at 15 bgs most some mica flakes noted. <br /> 12 same color <br /> 21 - <br /> 22 -== <br /> 23 -= <br /> 24 -;- <br /> 100 13 2 <br /> 25 15 SILTY CLAY -- CLAYEY SILT (CL/ML) damp light olive <br /> brown (2 5Y 5/3) Mile to no sand medium to hsch <br /> 6 17 plasticity slight TPH odor <br /> 27 <br /> 28 <br /> 08 NUMBER 41820-001-00 PAGE i OF 2 <br />