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Cambria Environmental Technology, Inc BORINGIVVELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> • CLIENT NAME Egwva Services LLC BORING/WELL NAME MW-5 <br /> JOBISITE NAME Former Shell Seance Station DRILLING STARTED 10-Feb-OG <br /> LOCATION _ 42D_W Kettleman Lane, Lodi DRILLING COMPLETED 14-Feb-00 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) 01-Mar-00(08 gal) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hollow-stem auqer TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 10" SCREENED INTERVAL 50 to 70 ft bps <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) _ 58 0 ft(10-Feb-00) <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) 54 2 ft(09-Mar-00) 1 <br /> REMARKS <br /> rn F- U ~ <br /> F- CJ Q <br /> o m 0 a x W O LITHOLOGIC DESCRIPTION z r WELL DIAGRAM <br /> a U < W �~ 0 U 0uai <br /> As halt <br /> /-03 <br /> SILT (ML) yellowish brown(10YR 514) moist 5%clay <br /> 701/6 silt,25%fine sand no plasticity <br /> 0 ,6 SB-2-5 5 5 ML @ 5'-stiff <br /> 10 <br /> 0 ,o S13-2- 10 105 <br /> 14 105 SAND (SP) dark yellowish brown(1 OYR 416) medium 11 Q <br /> dense moist 5%silt 95%medium sand <br /> SILT (ML) brown(10YR 4/3) very stiff moist 5%clay, <br /> 75%silt,20%fine sand no plasticity <br /> 300 a S13-2- 15 @ 15'-light olive brown(2 5Y 514) 5%clay 85%silt <br /> 15 155 10%fine sand <br /> $ ML <br /> m <br /> 1862 A SB-2- 20 @ 20'-dark yellowish brown (10YR 414),hard 10%Gay <br /> 1 <br /> 25 - <br /> 70%silt 20%fine sand low plasticity <br /> u"i <br /> Portland Type <br /> III <br /> n ,Z S13-2- 25 25'-ve stiff 10%cla 60%silt, 30%fine sand 255 <br /> u 94 15 255 Silty SAND, (SM) dark yellowish brown(1 OYR 416) <br /> SM medium dense, moist 20%silt,80%fine to medium sand <br /> 280 <br /> z <br /> t� <br /> i <br /> 56 23 SB-2- 30 SILT (ML) yellowish brown(1 OYR 514) hard moist, <br /> 30 305 5%clay 65%silt, 30%fine sand, no plasticity <br /> V <br /> 6 <br /> a ML <br /> c� <br /> 0 <br /> J <br /> 35 <br /> Continued Next Page PAGE 1 of z <br />