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PAGE 1 OF 2 <br /> WESTERNGEO ENGINEERS BORING S B 4 <br /> DATE DRILLED 6—4—9 7 <br /> BORE HOLE LOG I SAMPLE INTERVAL <br /> V WATER <br /> PROJECT R 6 0 3 GEOLOGIST SURFACE <br /> G. CONVERSE ELEVATION <br /> LOCATION 6425 PACIFIC AVE. DRILLER TOTAL DEPTH 6 5' <br /> �R �w �SQNTIOI�C, KTTON, CA. V. LEONARD <br /> DEPTH W08WRAF ILLING WATER TO 45' CASING NONE <br /> REMARKS HAND AUGER 1ST 5', DRILL WITH 8" HOLLOW STEM <br /> AUGERS, SAMPLE WITH CALIFORNIA SPLIT SPOON <br /> z o <br /> T_ -i 3 o CORE DESCRPTION = REMARKS <br /> CLF— CI_ <br /> W cz m n Of <br /> O (n a <br /> ASPHALT 3- THICK, ABOVE 1 FILL ;AT,� SOIL SAMPLES <br /> 0.0 CLAY DARK BROWN DRY SILTY NO STORED IN ZIP <br /> ODOR (CH-ML) LOCK BAGS AND <br /> SENE <br /> 5 1 .7 W CI T H EP 1 DD <br /> CLAY MEDIUM BROWN, DRY, SILTY, <br /> 3.5 NO ODOR (CH-ML) <br /> 10- <br /> 15 <br /> 0 1 s <br /> 2.3 <br /> -------------------------------------------------- <br /> 0 0 PPMV <br /> S 54 5014 3 q 3.1 <br /> SILT BROWN, ABUNDANT CLAY, DRY <br /> NO ODOR (ML - CH) <br /> 20 S134 20 1 .0 0 0 PPMV <br /> -20p/5. 2.0 <br /> 1 .0 4 <br /> 2 5 __________________________________________________ 0 0 PPMV <br /> SB4 30 30 SAND, BROWN, SILTY, VERY FINE TO <br /> -25 5015 2..5 FINE, DRY, NO ODOR (SP-SM) <br /> 3-0 CLAY MEDIUM BROWN DRY SILTY <br /> 30 WITH WHITE -GRAY AMORHOUS FILLED 0 0 PPMV <br /> S134 15 0 1 FRACTURES NO ODOR (CH-ML) <br /> -30 20 <br /> 32 0. 1 <br /> 35 0.0 CLAY MEDIUM BROWN DRY 0 0 PPMV <br /> SB4 12 0.0 IDECREASE IN SILTY, ISO ODOR (CH- <br /> -35 1630 0.0 <br /> 4 05648 0 0 0 0 PPMV <br /> -40 15 0.0 <br /> 22 <br /> •4 SAND VERY FINE SILTY WET TRACE 3 2 PPMV <br /> SB4 12 1 .7 MICA DEGRADED GASOLINE ODOR <br /> -45 20 1 0 (LACKER SMELL) (SP-SM) <br /> 501a 9.7 <br /> 50 S8420 0.0 3 S PPMV <br /> -50 5014 0.0 SAND, VERY FINE TO MEDIUM, WET, <br /> 0.0 TRACE MICA DEGRADED GASOLINE <br /> [5 *B4 10 <br /> ODOR (LACKER SMELL) (SP-SM) 2 0 PPMV <br /> 15 <br /> -55 5D/4 4.0 <br /> CONTINUED ON PAGE 2 <br />