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Cambria Erroronmental Technology,Inc. BORINGMELL LOG <br /> 270 Perkins Street <br /> Sonoma,Colifomra 95476 <br /> Telephone (707)935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Shell OB Products US BORINGIWELL NAME SB-7 <br /> • JOBISITE NAME FonTm Shell Station DRILLING STARTED 15-Jun-04 <br /> LOCATION _ 2575 Cou_ntr!Club_Boulevard,8ftx*ton.Caffomla DRILLING COMPLETED 15-J� <br /> PROJECT NUMBER 0783 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Lboraulic pM§h TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER r SCREENED INTERVAL NA <br /> LOGGED BY S Lewis DEPTH TO WATER(Fimt Encounters 11 5 ft 15-Jun-04 <br /> REVIEWED BY J N RG 6927 DEPTH TO WATER(Static) NA <br /> REMARKS <br /> 3g O U U_ <br /> a m o o- E g 0 CL 0 C LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> O <br /> >� v A C7 cj ura <br /> Gp —03 <br /> Sandy GRAVEL(GP),light dire brown(2 5Y 94),dry 10 <br /> to 40%One to coarse sand 60%line gravel <br /> SAND(SP),light olive brown(2 5Y 5I4r dry to moist; <br /> 100%One to medium sand <br /> 0 <br /> 0 SB-T-5 5 @ 5'-dark greenish gray(5GY 411) <br /> 5P <br /> @ T-moist. <br /> 6 86 5B-7-10 10 Portland Type <br /> 110 till <br /> Sandy GRAVEL(GW),dark greenish gray(5GY 4I1), <br /> 606 wet,30%fine to coarse sand,70%fine to coarse gravel <br /> GW <br /> a <br /> 15 �� <br /> 160 <br /> 13 SB-7-16 SAND(SP),dark greenishg gray(5GY 411),wet; 100% <br /> fine sand <br /> SP <br /> 200 <br /> Bottom of <br /> Boring @ 20 ft <br /> 0 <br /> 01- <br /> 0 <br /> a <br /> O <br /> i <br /> m <br /> a <br /> S9 <br /> O <br /> PAGE I OF 111 <br />