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LOG OF BORING NO. B-1 Page 1 of 1 <br /> Stewart&Stevenson <br /> Stewart&Stevenson <br /> SITE PROJECT <br /> �. <br /> Stockton,CA Thermo King Stockton <br /> SAMPLES TESTS <br /> •- DESCRIPTION °m i o� w <br /> Y <br /> U Z aQa ap00 <br /> a <br /> W O Z� WH ai- NF-om <br /> V U Z FLU Wr- of room �i UU u_0 LuF ON J <br /> ` '° Concrete Pavement 3 inches thick <br /> 1 Aggregate Base Coarse Fill <br /> Sand Gravel CH 1 18 X <br /> �- CLAY, Blackish Brown, Slightly Moist, <br /> Dense. <br /> OVM=0.0 ppm at 1.5 feet (no odor, no <br /> �- petroleum stain) <br /> 4- <br /> C <br /> —-- - - ---- <br /> LA-Ywith-Trace-- Sand, Chocolate---Brown---,- <br /> Dense. <br /> ►r 5 <br /> OVM =0.0 ppm at 4.5 feet(no odor, no <br /> stain) <br /> V <br /> 8---------- --- <br /> moist <br /> OVM = 0.0 ppm at 11.5 feet <br /> 10 <br /> r <br /> V <br /> 13 —------------------------- <br /> trace gravel <br /> 14.5_ ___ _______ __________ <br /> CLAY, Greenish Brown,Very Moist, 15 <br /> Dense. <br /> 16 <br /> OVM =0.0 ppm at 15 feet <br /> c Bottom of Boring 16 feet <br /> No Grounwater Encountered <br /> z <br /> 0 <br /> u <br /> a <br /> rc <br /> rc <br /> V <br /> 'a <br /> U' <br /> o The stratification lines represent the approximate boundary lines `ND indicates a reading of less than the field detection limit <br />�.. z between soil and rock types: in-situ,the transition may be gradual. (FDL)of one(1)part per million isobutylene equivalents(ppmi). <br /> o WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-26-04 <br /> WL 4 = Irerracon BORING COMPLETED 10-26-04 <br /> o WL Y Y RIG Geoprobe2" FOREMAN JM <br /> W <br /> WL JM JOB# 67047008 <br /> m <br />