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PROJECT No 97-731-01-01 <br /> BORING No SB1 <br /> ' LOGGED BY T LUTTERMAN <br /> PROJECT NAME FARMER PROPERTY <br /> tBORING LOCATION 610 NORTH HUNTER STREET, STOCKTON SURFACE ELEV <br /> DRILLER V&W DRILLING, INC - R VICKERY DATE STARTED 06/30/97 DATE FINISHED 06/30/97 <br /> Ln <br /> SAMPLE BLOW N <br /> COUNT REC J = WC Du w SOIL DESCRIPTION 0 <br /> ' = U d o r a lu <br /> CL No TYPE INTERVAL 0' 6' 12' [in} Ir- J [%) Its#) 00 AND REMARKS a <br /> 0 FROM TO 6 1218 cn <br /> ' 0 0 CONCRETE 0 0 TO 4 0 inches <br /> e_44 <br /> 5 0 6 5 3 3 4 18 LEAN <br /> 5 WITH SAND, <25% fine <br /> CL poorly graded sand, >75% fines, high <br /> ' dry strength, dark yellow brown no <br /> product odor, no organics <br /> PID=4 ppm <br /> ' 10 I S 100 115 5 6 9 18 PID=4,833 ppm <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 0 <br /> 15 150 165 5 5 7 18 0°o SILTY SAND, ««85% fine poorly <br /> SM °�° graded sand, <»»15% fines dark <br /> o yellow brown, moderate product odor <br /> 000 no organics, moist weak cementation <br /> 0 o PID=767 ppm <br /> 0 <br /> 0 0 <br /> ' o <br /> 20 2 S 20 0 215 8 10 20 18 <br /> o LEAN CLAY, <15% fine poorly graded <br /> sand >85% fines, high dry strength <br /> ' moderate plasticity, dark yellow brown, <br /> CL strong product odor, most <br /> PID=670 ppm <br /> 25 250 26 5 5 6 9 18 <br /> ' POORLY GRADED GRAVEL with sdt and <br /> sand, <35% well graded fine to coarse <br /> ♦ sand, -55% gravel, »10% fines, dark <br /> • yellow brown moderate product odor, <br /> ' 30 SM ♦ wet <br /> Xx <br /> 3 5 300 315 6 19 20 18 <br /> ♦ PID=550 ppm <br /> 35 35 0 38 5 21 21 22 18 <br /> ' CL <br /> 40 4 5 400 415 21 22 23 <br /> ' Page 1 0 1 <br />