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Aro'ect No. <br /> Won • Udelson • Yea Pam, Inc, Location: Beacon 11494 <br /> 11� ULT05.01 21 a5 Fremont Street <br /> �I 5tackton. California <br /> Consulting Scientists, Engineers, and Geologists Drilling Company: west Hazmat Drilling <br /> Driller: Scott Kruger <br /> Log of Soil Boring MW- 1 Drilling and Sampling Methods: <br /> Coordinates: Hollow Stem Auger <br /> California modified split—spoon sampler <br /> Surface Elevation: fitted with 6" brass sample sleeves <br /> Casing Elevation: 18.98 OVM/OVA hNu PID with 10.2 eV probe <br /> 1 Reference Elevation: <br /> Reference Desc: D ri l l i n Time Date <br /> Start 7:15 am 4/16/92 <br /> Fir)iSh 10:15 am 4/16/92 <br /> Completion Depth: a3 feet Water Depth Completion <br /> ' 71.45 it <br /> Logged by: Hal E. Hansen2 C C -'> ; £ <br /> m . Checked by: <br /> N d — J � <br /> Q C a <br /> v' 0) IZ .._I tae., a w O <br /> E C <br /> Desc,ription � .° mho Comments 00 <br /> continued from above 12 N <br /> ' DI <br /> CLAYEY SILT, brown, alightly plastic, 15 j <br /> slightly moist (ML) �' 17 18 16 <br /> ML 31:2 a <br /> - <br /> 6 SILTY SAND, brown, fine sand. slightly ^' <br /> 6 4 malst (SM) — — <br /> ' 14 '^ <br /> 6 5 30 � <br /> 6 6 '• S1�F 32 18 14 3 <br /> 0 <br /> 67 - <br /> 68 <br /> 24 _ <br /> 6 SANDY SILT, brown, slightly moist 55 + <br /> (ML) — 18 15 E <br /> 70 6 <br /> 71 <br /> ' ML <br /> 72 --- <br /> 7 3 <br /> 2 73 <br /> ' 74 SANDY SILT, brown, 10R piastia tines, . . <br /> saturated (ML) 14 ,n <br /> 7 5 = = 29 is 16 <br /> 76 - <br /> 7 7 ML <br /> 7 8 <br /> 7 9 - -- - - - - - - - -- --- _ - - <br /> SANDY CLAY, brown, slightly plastic, g <br /> 8 D saturated (CL) 50 <br /> C1. B 16 12 3 <br /> Page 4 of 5 <br />