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Cambria Environmental Technology, Inc BpRINGNVELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707)935-6649 <br /> CLIENT NAME Eguiva Services LLC BORINGIWELL NAME S13-8 <br /> �JOBISITE NAME. Shell-branded(Independent)Service Station DRILLING STARTED 12-Apr-01 <br /> LOCATION 420 W Kettleman Lane Lodi DRILLING COMPLETED 12-Apr-01 _ <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling _ GROUND SURFACE ELEVATION Not Surveyed _ <br /> DRILLING METHOD Hollow-stem au er TOP OF CASING ELEVATION Not Surveyed_ <br /> BORING DIAMETER 6" SCREENED INTERVAL NA <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) NA Q <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> a� <br /> y U 1,- C <br /> CL z [7 � <br /> m O X W-0 LITHOLOGIG DESCRIPTION z� WELL DIAGRAM <br /> W <br /> 0 <br /> CONCRETE 05 <br /> Sandy_SILT, (ML),dark grayish brown(2 5Y 412) moist <br /> 5%clay,80%silt, 15%fine sand no plasticity <br /> 5 <br /> 00 SB-8-5 5 @5'-dark yellowish brown(10YR 416) 5%clay 70%silt <br /> 25%fine sand <br /> ML <br /> 00 SB-8-10' 10 <br /> 00 SB-8-15' i5 @15'-SILT (ML) dark grayish brown(2 5Y 412) 5% 155 <br /> SIP cla 90%sift 5%fine sand low plasticity <br /> SAND (SP) grayish brown(2 5Y 512) moist 5%silt 175 <br /> 95%fne Sand <br /> 00 SB-8-20' 20 Clayey SILT (ML),dark brown(7 5YR 314) moist 15% Portland Type <br /> clay,80%sift 5%fine sand medium plasticity PP <br /> ML <br /> 0 <br /> 00 SB-8-25' 25 @25'-Sandy SILT, (ML) 5%clay,70%silt 25%fine <br /> a sand no plasticity <br /> a <br /> 275 <br /> 14LU <br /> 0 <br /> 00 SB-8-30, 30 SM Silty SAND (SM),dark yellowish brown(10YR 416) <br /> moist 15%silt,85%medium sand <br /> F <br /> 325 <br /> U <br /> 0 <br /> a <br /> K <br /> a <br /> 00 SB-8- 35 ML Sandy SILT (ML),dark grayish brown(2 5Y 412) moist <br /> 355 5%clay 70%silt,25%fine sand no plasticity <br /> 375 <br /> i <br /> o SP <br /> 0 0 0 SB-8-41 40 SAND. (SP),grayish brown(2 SY 512),moist 5%sift, <br /> a 95%fine to medium sand 41 5 <br /> a Bottom of <br /> o Boring u@ 41 5 <br /> o ft <br /> J <br /> J <br /> J <br /> PAGE 1 OF 7 <br />