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PROJECT:Chevron 9617 1 WELL/PROBEHOLE/BOREHOLE NO: <br /> LOCATION:6633 Pacific Avenue Sta nteC <br /> PROJECT NUMBER:213202493 BA-1 PAGE 2 OF 2 _ <br /> DRILLING/INSTALLATION: NORTHING(ft): EASTING(ft): <br /> STARTED 7/29/14 COMPLETED: 7/31/14 LAT: LONG: <br /> GROUND ELEV(ft): TOC ELEV(ft): <br /> DRILLING COMPANY:National EWP <br /> INITIAL DTW(ft):35 WELL DEPTH(ft):N/A <br /> DRILLING EQUIPMENT:CME 85 STATIC DTW(ft):Not Measured BOREHOLE DEPTH(ft):40.0 <br /> DRILLING METHOD:Hollow Stem Auger WELL CASING DIA.(in):N/A BOREHOLE DIA.(in):8 <br /> SAMPLING EQUIPMENT:Split Spoon LOGGED BY:V.Blanchard CHECKED BY:B.Westhoff <br /> U U <br /> > <br /> a o U Description Time N Q o N o.= a a) Const ulction <br /> Fow �-uD co p Sample ��w m�j Mo om <br /> x <br /> SP dark brown;fine-grained; loose;dry; - <br /> (0,100,0,0) <br /> 11:00 9 <br /> ML SANDY SILT L;;M 10 YR 4/3 brown;low 1.5 16 0.0 <br /> 11:00 30 plasticity;soft;moist;trace gravel,trace clay, BA-1 @30 20 30 <br /> (5,55,37,3) <br /> 11:05 3 <br /> SANDY SILT;Same as above except 10 1.5 14 0.0 <br /> 11:05 35 YR 4/4 dark yellowish brown,firm BA-1 @34.5 20 35 <br /> — <br /> YR <br /> CL LEAN CLAY WITH SAND;CL; 10 YR 4/3 11:33 15 4 0.0 <br /> m 11:33 40 brown;medium plasticity;soft;wet;trace jz�BA-1@39.5 24 40 <br /> gravel;(5,15,35,45) <br /> Borehole terminated at 40 feet. <br /> 5 <br /> 0 <br /> w <br /> U <br /> H <br /> Q <br /> N <br /> 'a 45 45 <br /> c� <br /> a <br /> x <br /> 0 <br /> 0 <br /> x <br /> a <br /> m <br /> 0 <br /> n <br /> 0 <br /> O <br /> LL <br /> 0 <br /> W <br /> U <br />