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I� Q -- _ <br /> $ 4 Q s a Equipment $ Hollow Auger <br /> o U ? a E <br /> 3 y a to Elevation 25 Feet Date 3/5/f37 <br /> # O . d n <br /> Laboratory Tests m o 0 0 0 <br /> DARK i3i?OwN SILTY CLAY (Ci{) <br /> stiff, moist <br /> 6 14D <br /> I <br /> LIGHT BROWN SANDY CLAY (CL) <br /> I ll ND <br /> 5 medium stiff, saturated <br /> becomes stiff <br /> G ND 10 GRAY' GRAVELLY SAND (SP) <br /> medium dense, saturated, <br /> fine to coarse grained <br /> 11s ND 15 <br /> • Bottom of 3orinq 10.0 Feet j <br /> 20 <br /> i <br /> .E <br /> 25- <br /> 30- <br /> :P <br /> 530 :P <br /> 1 *Datum: Centerline of Buthmann and <br /> I Grant Line Road is 27.0? feet USC <br /> and GS Datum <br /> **The Johnson Gas Tech is a portable " <br /> w s vapor analyzer which measures the 3 <br /> presence of certain organic vapors <br /> and is calibrated to methane. �3 <br /> ,I <br /> ■ ***ND: I41on�-detectible E� <br /> 40 <br /> 4 Harding Lawson Assoclst*% <br />+ Engmeers.Geoaogrsts Log of Monitoring Well 5 <br /> 3Geoonysicists 455 Grant Line.Road <br /> Tracy, California <br /> i <br /> DFAWh JOB NU MBE APPAOVE: VA1E AE r,SE= ..� <br /> AC 19040,001 .33 3/R7� <br /> 1 <br /> R <br />