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1 <br /> ICF KA I SER BORING sBO1 <br /> TE (S) DRILLED 10/03/942 RIG TYPE CMF-75HT <br /> EOLOGIST/ENGINEER R S FAGEPNESS STATION MID NORTHERN PORTION OF EXCAVATION <br /> SUPV PROF ENGINEER J FARR WATER LEVEL NOT ENCOUNTERED <br /> RILLING SUBCONTRACTOR WEST H4ZAfA r TOTAL DEPTH OF HOLE -11ft <br /> K <br /> MATERIALS DESCRIPTION REMARKS <br /> W m +— N o <br /> 0 w i <br /> Iqo <br /> w m U) En Z-5n <br /> Asphalt Note Slant boring drilled <br /> 1 -CLAYEY GRAVEL (GC) cuttings with a 30 degree angle to <br /> vertical axis DnIled under <br /> O North Budding <br /> 2 <br /> 3 CLAYEY SAND (SC) <br /> 4 <br /> 100 8 0 <br /> 5 6 SANDY CLAYEY SILT NO most dark grayish bror.n <br /> 6 10 ___ (25y 4/2) fine grain angular sand mixed composition <br /> 15-20%sand low plasticity <br /> 8 -_ <br /> 100 10 0 <br /> 10 16 CLAYEY SILT (ML) damp dark yellowish brown (10YR 4/6) <br /> 22 =_= medium plasticity little to no sand <br /> 12 -_ <br /> 13 -== <br /> 14 _ <br /> 15 100 28 0= SILT (ML) damp olive brown (2 5Y 414) non plastic <br /> 30 =_= stiff no sand <br /> 17 - - Driller notes color change and distinct TPH odor <br /> 18 = <br /> 19 <br /> 100 20 so <br /> 20 24 -_= CLAYEY SANDY SILT NO damp olive gray (SY 412) <br /> 27 -_-= strong TPH odor low plasticity <br /> 22 = <br /> 24 <br /> 100 12 12 -_ <br /> 25 14 -_= As above at 20 bgs mottled with secondary color of <br /> 18 =_= yellowish brown 00YR 5/8) moderate TPH odor low to <br /> medium plastic4y increasing clay content <br /> 27 ==_ <br /> 28 <br />'08 NUMBER. 41820-001-00 PAGE 1 DF 2 <br />