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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 /> SLIENT NAME Equiva Services LLC BORINGIWELL NAME MW-5 <br /> OBISITE 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-00108 at <br /> DRILLER Greqq Dnllinq 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 b s <br /> LOGGED BY A Coot 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 rn <br /> t U U <br /> g CL Q z a W o� U a �p LiTHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> a IF- <br /> m0 Q w O� co �� 0w <br /> uj <br /> As halt <br /> 03 <br /> SILT (ML),yellowish brown(10YR 514) moist,5%clay, <br /> 70%silt 25%fine sand,no plasticity <br /> 0 'B SB-2-5 5 5 ML @ 5'-stiff <br /> 10 <br /> Q 10 10 2- 10 105 <br /> ,e 10 5 SANK, (SP) dark yellowish brown(10YR 416) medium 110 <br /> dense moist 5%silt 95%medium sand <br /> SILT (ML) brown(1QYR 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 /> is 155 10%fine sand <br /> o ML <br /> 0 <br /> 20— @ 20'-dark yellowish brown(10YR 414),hard 10%clay <br /> 186 2 n 513- 2-205 70%silt 20%fine sand low plasticity <br /> 5 <br /> LL <br /> a <br /> W Portland Type <br /> a' Illi <br /> L7 <br /> v <br /> 11 SB-2- 25 25'-very stiff, 10%clay,60%silt 30%fine sand 255 <br /> 94 15 255 Silty SAND (SM),dark yellowish brown(10YR 416), <br /> 0 SM medium dense moist 20%silt 80%fine to medium sand <br /> 280 <br /> r <br /> i <br /> L9 56 23 SB-2- 30 SILT (ML) yellowish brown(10YR 514),hard moist <br /> 30 305 5%clay,65%silt 30%fine sand no plasticity <br /> o ML <br /> 0 <br /> 0 <br /> J <br /> J <br /> W 35 <br /> Continued Next Page PAGE 4 of 2 <br />