Laserfiche WebLink
Cambria Environmental Technology, Inc BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma,California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGMELL NAME B-3 <br /> JOB/SITE NAME Shell Branded Service Station DRILLING STARTED 16-pct-02 <br /> LOCATION 7910 Lower Sacramento Road Stockton CA DRILLING COMPLETED 16-Oct-02 <br /> PROJECT NUMBER 0832 WELL DEVELOPMENT DATE(YIELD) NA _ <br /> DRILLER Gregg Dnllmg GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 525" SCREENED INTERVAL NA <br /> LOGGED By S Lewis DEPTH TO WATER(First Encountered) 41 5 ft(16-Oct-02) <br /> REVIEWED BY A Friel RG 6452 DEPTH TO WATER(Static) NA t <br /> REMARKS <br /> o zn w Z X� u) <br /> O aLu m as O LITHOLOGIC DESCRIPTION Z WELL DIAGRAM <br /> LU <br /> ASPHALT 0 4 <br /> SW Gravelly SAND SW),pale brown(10YR 613),dry, 15 <br /> 60%fine to coarse sand 40%fine ravel <br /> Clayey SILT(ML),black(10YR 211),moist, 15%clay, <br /> 80%silt,5%fine sand,low plasticity <br /> @ 3 5'-SILT(MLl , brown(10YR 513),moist 5%clay, <br /> 90%silt,5%fine sand,no plasticity <br /> 0 8-3-5 5 <br /> ML <br /> D B-3-1 D 10— <br /> @ 13 5'-Sandy SILT(ML),pale brown(10YR 613), <br /> moist 5%clay,75% silt,20%fine sand,no plasticity <br /> D B-3-1 5 15 <br /> 175 <br /> SAND(SP) light yellowish brown(10YR 614),moist, <br /> SP 5%silt,95%fine sand 190 <br /> Sandy SILT(ML),brown(7 5YR 514),moist,5%clay, <br /> 0 B-3-2 D 20 65%silt,30%fine sand,no plasticity <br /> Portland Type <br /> Q I/ll i <br /> 0 <br /> @ 23 5'-Clayey SILT(ML),brown(10YR 513),moist, <br /> 15%clay,80%silt,5%tine sand low plasticity <br /> w 0 B-3-2 5 25 <br /> a <br /> M@ 27'-low to medium plasticity <br /> Z ML <br /> di <br /> 0 B-3-3 0 30 <br /> ❑ @ 32'-light olive brown(2 5Y 513) <br /> a <br /> @ 33 5'-Sandy SILT(ML) light olive brown(2 5Y <br /> 513),moist,5%clay, 65%silt 30%fine to medium sand <br /> 35 <br /> Continued Next Page PAGE i OF 2 <br />