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 _ _Eguilon Ente!Rnses LLC dba Shell Oil Products USBORINGIWELL NAME MW-5 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 11-Seo-02 _ <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 11-Seo-02 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 16-Sep-02(75 gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 54 68 ft above mal <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 54 21 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 48 to 63 fbg _ <br /> LOGGED BY G Mamminl DEPTH TO WATER(First Encountered) 53 0 ft(11-Sep-02)_ <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 514 ft(19-Sep-02) 1 <br /> REMARKS <br /> n O O W C 0 LITHOLOGIC DESCRIPTION Z WELL DIAGRAM <br /> o. in U N ❑v D <br /> U <br /> ASPHALT 05 <br /> Silty SAND(SM),dark yellowish brown(10YR 314), <br /> moist,5%clay,30%slit,65%fine sand <br /> 00 ; MW-S- 5 @5'-medium dense <br /> ,t 5 5' SM <br /> 25 <br /> swe- <br /> @T-yellowish brown(10YR 514),very dense,25%silt, <br /> 2e 75%fine to medium sand <br /> sw <br /> n <br /> 00 +o MW-5-11 10 @10'-dark yellowish brown(10YR 416) <br /> 15 <br /> se <br /> 120 <br /> 31 <br /> 7 Sp SANQ (SP),dark yellowish brown(10YR 416),dense, 130 <br /> 5moist 5%silt 95%fine to medium sand <br /> t0 SM Silty SANq(SM), dark yellowish brown(10YR 416), 140 <br /> e medium dense moist 25%silt 75°,6 fine to medium sand <br /> r 15 SAN DI (SP),light olive brown(2 5Y 514),medium <br /> 00 r MW-5- dense, moist,5%silt,95%fine to medium sand <br /> 11 15' <br /> $5 <br /> e SP <br /> 5 <br /> n <br /> @18'- 100%fine sand <br /> zo a <br /> 0 0 su MW-5- 20 SM ji, Silk►SANT](SM),grayish brown(2 5Y 512),medium <br /> 12 20' devise moist 25%silt 75%fine to medium sand 21 0 <br /> g e SANQ (SP),light olive brown(2 5Y 514),medium <br /> s� S9 dense, moist,100%fine sand Portland Type <br /> i SP <br /> 0 e <br /> Jr <br /> a:325 5 <br /> 00 ii M 55- 25 Silty SAND(SM),dark brown(10YR 313),medium <br /> a dense, moist,30%silt,70%fine sand <br /> 12 5M <br /> u 27 0 <br /> � <br /> Sandy SILT(ML),olive gray(5Y 512),very stiff,moist, <br /> 1114 5%day,80%silt, 15%fine sand,no plasticity <br /> 9 1n ML <br /> _ 0 0 v MW-S- 3o- <br /> 12 30' @31'-dark grayish brown(2 5Y 412),5%clay,70%silt, <br /> a25%fine to medium sand 320 <br /> o <br /> 00 12 SAN Q (SP),olive gray(5Y 512),medium dense,moist, <br /> a n 5%wit,95%fine to medium sand <br /> O T <br /> 12 <br /> 19 SP 034'-dense,100%medium to coarse sand <br /> 35 i <br /> Continued Next Page PAS } s <br />