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WELL/BORING LOG <br /> PROJECT MARITAL DEOTUCTION TRUST LOCATION 601 SOUTH VENTURA STOCKTON CA PROJECT NO W017A <br /> WELL/90RING NO Mwa _ , SURFACE ELEVATION NA FT WELLHEAD ELEVATION NA r' <br /> DATE DRILLED 03/17/92 REVIEWED By GREG P STAHL RG No 3023 LOGGED 9Y T LePAGE „ <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER T COFFEE METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER a IN DEPTH DRILLED 32 DEPTH TO WATER INITIAL _ 19 50 ET STATIC 75.55 FT <br /> CASING TYPE PVC Faso DIAMETER 2 _ IN SCHEDULE AG INTERVAL a --FT, TO 12 <br />' SCREEN TYPE Pvc F480 DIAMETER 2 IN SLOT SIZE 1 0010 IN INTERVAL 12 FT TO _ _ 32 =T <br /> FILTER PACK TYPE 17 SAND INTERVAL 9 FT TO —32, =T <br /> SURFACE SEAL TYPE VT NITr - NFJT CEMENT INTERVAL 0 FT TO ___9 <br />' NOTES <br /> WILL DEPTH PID ISAWPLE ID U S.G SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) ELOWCOI3 LOG <br /> 0 0-3* ASPHALT <br /> 2 r-6" ROAD BASE <br /> LEAN CLAY, 10% FN SND 90: FNS. H DRY STRNGTH. SLW <br /> 4 OLTNCY M TGHNSS M PLST M BRN; NPO, DRY, N HCl <br /> REACTION, WEAK CEMENTATION: HOMO <br /> 3 A <br />' 10 CL <br /> a <br />' 10 2 A <br /> a <br /> 12 1r <br /> _ 15-19' SILTY SAND, a07. SR-R. FN, PRLY GROD SND, 20% FNS, LT <br /> OLIVE CRY NPO MST, N HCL REACTION, M CEMENTATION, HOwO <br /> 14 <br /> _ 3 3 <br /> 16 <br />' 1$ SQ SM <br /> -17 Y01-ux1-t9 <br />' = 20 <br /> 19-25/28' CLAYEY SAND; 607. SR, FN, PRLY GRDD SND, 402 FNS, LT OLIVE <br /> 22 Sc CRY NPO WET; N HCL REACTION WE/1K CEMENTATION, HOMO <br />' — 24 <br /> 25/28-28/32' SILTY SAND, 307. SA. FN, PRLY CROD SND, 20: FNS, LT OLIVE <br /> GRY, NPO. WET. WEAK HCL REACTION. HOMO <br /> 26 <br />' = <br /> 2828/32-32' <br /> SM SANDY CLAY. AOT. FN. SHO 607. FNS H DRY STRNGTH; SLW <br /> OLTNCY M TGHNSS: M PLST LT OLIVE CRY NPO WET, H HCL <br /> REACTION, HOMO <br /> 32 <br /> MH <br /> 34 <br />' f(C r*cy 15. <br /> 36ii S�A,L ' <br /> il¢ No. 502:3 1 <br /> 38 <br /> 40 �F Ca! <br /> 42 <br /> 1 PAGE _3__ OF 1 <br />