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TOCF KA I SER BORING VB01 <br /> AO) DRILLED 10/04/94 „ , RIG TYPE CME-75NT <br /> tOGIST/ENGINEER R S FAGERNESS STATION UNION ICE - v w OF EXCAVATION <br /> SLIPV PROF ENGINEER J FARR WATER LEVEL NOT ENC .NTERED <br /> LLING SUBCONTRACTOR WEST HAZMAT TOTAL DEPTH OF HOLE -.1ft <br /> K <br /> wMATERIALS DESCRIPTION REMARKS <br /> 9 W lUJ d O <br /> cca a ��yyJJ <br /> V7 U7 U' J <br /> Asphalt Note Advanced boring with <br /> `SANDY CLAY FILL (CL) damp dark grayish brown 8 00 hollow stem auger (HA) <br /> (2 5Y 412) medium plasticity Split spoon sampler (2 1 0) <br /> driven with 140 pound hammer <br /> 0 CLAYEY GRAVEL (GC) cuttings Sampler contained three (3) <br /> 2 by 6 brass or stainless <br /> 0 steel sleeves <br /> j CLAYEY SAND (SC) damp dark grayish brown (2 5Y 4/2) <br /> 100 5 0 low to medium plasticity fill <br /> 5 <br /> 5 <br /> l <br /> 100 5 0 <br /> I0 5 -_= SANDY CLAYEY SILT (ML) moist dark grayish Orcin <br /> 7 - - (2 5Y 4121 medium plasticity <br /> 100 10 0 <br /> 11 -_= As above at 10 bgs <br /> 13 <br /> 100 7 0 =_ <br /> 0 12 -_= As above at 15 bgs most some mica flakes noted, <br /> 12 same color <br /> 2 <br /> 3 <br />_24 <br /> 5 100 13 15 2 ��,� SILTY CLAY - CLAYEY SILT (CL/ML) damp ligh, :mve <br /> 17 �� brown (25Y 5/3) little to no sand medium to high <br /> Plasticity slight TPH odor <br />�7 <br /> i� <br />-28 <br /> NUMBER: 41820-00l-00 PAGE 1 OF 2 <br />