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L <br /> M ITTELHA USER <br /> { corporation pqG F <br /> I E 1 O 1 <br /> tORING <br /> .: MW-3A PROJECT NO.: 2168-04 PROJECT NAME; UNOCAL #6348 TRACY <br /> CATION: NORTHEAST SIDE OF LCT ELEVATIQN AND DATUM: <br /> DATE & T[ME STARTED: 'DATE & TIME FINISHED: <br /> ENCY: BAYLAND DRIIN DRILLER: KURT 11/29/93 11/29/93 <br />{ <br /> DRILLING EQUIPMENT: CME 75 8120 AM 11:30 AM <br /> COMPLETION DEPTH: 20.5 FEET BEDROCK DEPTH: NA LOGGED BY: CHECKED BY: <br /> f' FIRST WATER DEPTH: 14 FEET N0. OF SAMPLES: 0 STEVE PIERCE <br /> O r <br /> L <br /> DESCRIPTION rs a REMARKS <br /> a aJ � <br /> o L� moo °� 9 <br /> ma a <br /> 3' Asphalt; 1' Fill - Sandy Gravel FILL A PID was used to field <br /> screen soil samples. All <br /> PID readings are in ppm. <br /> 5 3 <br /> SILTY with CLAY: light brown, slightly moist. ML <br /> No Hydrocarbon odor. 6 V Standard!Pen <br />! <br /> I I <br /> O As above, no odor- 3 <br /> 7 Split Spoon <br /> 8 0 <br /> 4 <br /> I SANDY SILTS light brown, saturated, very 2 <br /> 15 fine-gralned sand, <br /> No odor. 2 Split Spoon <br /> 4 0 , <br /> iI + P. <br /> 4 <br /> As above, no odor. 4 Standard Pen <br /> 20 6 1 0 <br /> Total depth. 20.5 feet <br /> r�r <br /> 4 <br /> f <br /> k <br /> 25 i <br /> �i 30 <br /> L 12/02/93 2168BL0L.UIIG � <br /> I� <br />