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WATERWORK <br />DEPTH <br />PID <br />AMPLE ID <br />WELL%BARING <br />LOG <br />DETAIL <br />(FT.) <br />PROJECT CORRIGAN WERTY_ LOCATI[3N 620 SAN JUAN. STOCKTON, CA <br />PROJECT NO <br />381 <br />ID YELL/BARING Nil MWI SURFACE ELEVATION NS <br />El WELLHEAD <br />ELEVATION <br />N5 FZ <br />DATE DRILLED 03/23/91 REVIEVED BY RUSSELL V JUNCAL <br />RG 3864 LOGGED <br />BY LOIS FRANTZ <br />DRILLING COMPANY EXCELTECH DRILLER GENE NUNES <br />METHOD <br />H13LL13W STEM AUGER <br />BORE HALE DIAMETER a Tu DEPTH DRILLED 27 FT DEPTH TO WATER- <br />INITIAL <br />12 FT STATIC _ 4-9 FT <br />CASING TYPE F4eO PVC DIAMETER 2 IN SCHEDULE 40 <br />INTERVAL <br />04 EL <br />TO 6 Fi <br />SCREEN TYPE F4e0 PVC DIAMETER 2 IN SLOT SIZE 0=0 <br />iN INTERVAL <br />- - .. 6 - FT <br />TO 26 FL <br />FILTER PACK TYPE 2/12 MICA SAND <br />INTERVAL <br />2.5 FT <br />TO 26 FT <br />SURFACE SEAL TYPE NEAT CEMENT <br />INTERVAL <br />o E -t <br />TO 2 FT <br />NOTES 6' BENTONITE SEAL ABOVE SAND <br />INTERVAL <br />2 FT <br />TCI 25 FT <br />VEL- <br />DEPTH <br />PID <br />AMPLE ID <br />U.S.G. <br />SOIL DESCRIPTION <br />DETAIL <br />(FT.) <br />(PPM) <br />LOW <br />LOG <br />0 <br />0-0 4• ASPHALT <br />0,4-5/6,5• LEAN CLAY] <I= SA -SR, FN, PRLY GRDD SND; 5% SA -SR. FN; <br />2 <br />PRLY GRDD GRVLt >84= FNS; H -H DRY STRNGTW N-SLW DLTNCY, <br />CL <br />M -H TGHNSSI H PLSTj STIFF; DRK YLLW ORN1 NPDI MSTj WEAK- <br />STRNG CEMENTATIONI HUMQ MOTTLED WHITE <br />4 <br />o <br />5 <br />5/L5-10/IL5, LEAN CLAY; (15% SA -SR, FN, PRLY GRDD SNDj >85'/. FNS; M -H <br />13 <br />DRY STRNGTHj N-SLV DLTNCY; L TGHNSS; M -H PLSTI ST3FFj <br />— <br />i8 <br />DRK-YLLW BRN; NPOI MST; N HCL REACTION M-STRNG <br />— <br />CEMENTATION <br />— <br />— <br />- <br />8 <br />CL <br />—_ <br />10 <br />PMW1 9 <br />10/IL5-15/15$' ELASTIC SILT] = SA -SR, FN, PRLY GRDD SNDA 595% FNS; L -N <br />DRY STRNGTHI N DLTNCYj L -M TGHNSSj H PLSTI M STiFFj LT <br />- <br />a <br />DALTIVE GRI* NPEk VEAK HCL REACTMNj M-STRNG CEMENT- <br />I2 <br />MOTTLED RUST; <br />— <br />_ <br />14 <br />MH <br />— <br />5 <br />15/iS 5-20/21S LEAN CLAYS <102 SA -SR FN. PLRY GRDD SND; >90X FNS; M -H <br />0 <br />DRY STRNGTR N DLTNCY) M TGHNSSj M PLSTI STIFF; LT OLIVE <br />16 <br />Gfft NPO; VETT N HCL REACT113M M-STRNG CEMENTATIM <br />— <br />8 <br />MOTTLED VI -m <br />= <br />18 <br />CL <br />— <br />20 <br />0 <br />20/215-27• ELASTIC SILT; <5-A SA -SR, FN, PRLY GRDD SND; >95L FNSi L -N <br />—_ <br />5 <br />DRY STRNGT4 N DLTNCYj L -H TGHNSS; H -H PLSTj M STD=Fj LT <br />— <br />10 <br />YLLV SRN NPC4 VETT N HCL REACTIaN M-STRNG CENENTATMN <br />22 <br />— <br />24 <br />E26 <br />6 <br />7 <br />CAVED <br />28 <br />11 <br />FtED <br />—30 <br />�N <br />tri, <br />RUSSELL W. <br />32 <br />JUNCAL <br />34 <br />No 3864 <br />36 <br />tF pf,,U�O� <br />—38- <br />-40 <br />42 <br />PAGE i Uf I <br />