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Cambno 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 .Egurva Services LLC BORINGIWELL NAME MW-5 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 10-Feb-00 <br /> LOCATION 420 W Kettleman Lane, Lodi DRILLING COMPLETED 14-Feb-00 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) 01-Mar-00(108 gal) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 10" SCREENED INTERVAL 50 to 70 ft bgs <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 /> F- U f � <br /> HC7 Q <br /> m0z Q- 0 <br /> O X w N LITHOLOGIC DESCRIPTION z Z WELL DIAGRAM <br /> a v r¢ w `� 0 w <br /> 0 <br /> As halt 0 3 <br /> SILT. (ML),yellowish brown(10YR 5/4), moist 5%clay, <br /> 70%sift,25%fine sand,no plasticity <br /> 0 '5 SB-2-5 5 5 ML @ 5'-stiff <br /> ti0 <br /> 0 °o SB-2- 101111 105 <br /> 74 105 - SP SAND (SP),dark yellowish brown(10YR 416) medium 110 <br /> dense moist 5%sift 95%medium sand <br /> SILT,(ML) brown(10YR 413) 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 /> 's <br /> 155 10%fine sand <br /> i <br /> ML <br /> 0 <br /> N <br /> 0 1862 20 S13-2- 20 @ 20'-dark yellowish brown(10YR 414),hard, 10%clay, <br /> 25 205 70%silt,20%fine sand low plasticity <br /> a' <br /> W <br /> Portland Type <br /> � Ilfl <br /> ro <br /> 9 4 �2 SB-2- 25 25'-very stiff 10%cla 60%silt 30°6 fine sand 255 <br /> 255 Silty SAND (SM) dark yellowish brown(10YR 416) <br /> a SM medium dense moist,20%silt,80%fine to medium sand <br /> 280 <br /> z <br /> +7 <br /> i <br /> AK56 23 S13-2- 30 SILT (ML) yellowish brown(10YR 514) hard, moist, <br /> 30 305 5%clay,65%silt,30%fine sand no plasticity <br /> U i <br /> O_ <br /> a ML <br /> 0 <br /> o <br /> 35 i <br /> Continued Next Page PAGE 1 FF'2 <br />