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Barin Log <br /> 9 <br /> • PROJECT No 94326-6-10 <br /> SION BORING No S133 <br /> BOGGED BY W MADISON <br /> ENVIFIONMENTAL TECHNI <br /> PROJECT NAME GARDNER PROPERTY <br /> BORING LOCATION 26080 THORNTON ROAD THORNTON, CA SURFACE ELEV <br /> DRILLER DION ❑UKART DATE STARTED 11/26/86 DATE FINISHED 11/26/95 <br /> Cn <br /> SAMPLE BLOW u� <br /> T COUNT REC U = WC 4u w SOIL DESCRIPTION a <br />' IN <br /> Q0 rILL <br /> w No TYPE INTERVAL 0' 6' 12" (m) c <br /> U J (%)( tsf) -i o AND REMARKS PL <br /> 0 FROM TO 6 12 18' Ln <br /> x x x Gravelly soil fill <br /> X x <br /> xxx <br /> x <br /> x x <br /> X"> <br /> x <br /> J <br /> C x X <br /> X <br /> x X <br /> x <br /> x <br /> x x <br /> x x Fill <br /> xxx <br /> x <br /> x x <br /> x <br /> 10 x <br /> x <br /> x <br /> xxx <br /> xxx <br /> X x <br /> x <br /> I 14 0 16 0 SAND, 100% fine poorly graded sand, <br /> 15 •r medium dark gray (N4) wet wood <br /> r (black) pieces in tube FID=120 ppm <br /> 1 _ <br /> • <br /> 2 180 210 . Fine to medium poorly graded sand, <br />' 20 SP •r no wood at 20 feet no odor, FID=43 <br /> • ppm <br /> • <br /> r <br /> • <br />' 3 240 25 0 •r Fine to medium poorly graded sand at <br /> 25 25 25 feet, FI0=20 ppm <br /> Bottom of Boring at 25 feet <br /> Notes <br /> 30 1 FID background Is 10 ppm <br /> 2 Sample Numbers identified as <br /> 1 - SB3-15 <br />' 2 - SB3-20 <br /> 3 -- S03-25 <br /> 35- <br /> 40— <br /> Page <br /> 540Page 1 of 1 <br />