Laserfiche WebLink
i <br /> 1 <br /> f1 <br /> f <br />; <br /> I <br /> E� <br /> EI <br /> I <br /> 1� <br /> WELL/BORING LOO <br /> P40JECT REEVES DbXON LOCATION 2360 EAST STREET. TRACY CA PROJECT NO. WO3E8 <br /> WELL/BORING NO. � SURFACE ELEVATION NS Er WELLHEAD ELEVATION HIS FY <br /> IDATG DRILLED - 12/TE/91 REVIEWED 13Y GREG STAHL RG x0. 5025LOGGED BY LOIS FRANTZ <br /> DRILLING COMPANY EXCELTEC14 DRILLER _GENE RUNES/STEVE MULINS METHOD HOLLOW STELA AUGER <br /> BORE HOLE DIAMETER g' IN DEPTH DRILLED 20 F DEPTH TO WATER : INITIAL 7 FTSTATIC 6.51 K <br /> CASING TYPE PLC F4E0 DIAMETER __ 4 1N— SCHEDULE 40 INTERVAL 0 FT TO 5 tFT, <br /> SCREEN TYPE PVC F4E0 DIAMETER _,t IN SLOT SIZE 0.010 IN INTERVAL _ s FT TO <br /> FILTER PACK TYPE 2/12 SILICA SANDINTERVAL r TO 20 El <br /> SURFACE SEAL TYPE CL'MENT SAND SLURRY �. INTERVAL 0FT <br /> . ?O - 3.5 FT, <br /> NOTES E' BENTONITE PLUG ABOVE SAND PACK <br /> WELL DEPTH PID SAUPLE 10 U.S.G. 50!L pESCdIPT10N <br /> DETAIL (F7.) (PCU) BLOWCOU Loc <br /> 0 ASPHALT <br /> 5-6.5/10' LEAN CLAY; <5%SA-SR, 1`71-M, FRLY GRDD SND; >95% FNS: H-VN <br /> 2 DRY STRNGTH. SLW-R DLTNCY; M-N TGHNSS: M-H PLST: V STIFF; <br /> M YLLW URN; NPO: MS*; WEAK-STRNG HCL REACTION; WEAK. <br /> 4 2 <br /> CEMENTATION; HOMO <br /> MW3-5.5' CL <br /> li <br /> 6 <br /> i2 <br /> ,.., 6.5/10-11.2' POORLY GRADED SAND; >95X SA-SR. FN-CRS. W GRDD SND; <5% <br /> FNS; L-M DRY STRNGTH; L;; DRK YLLW BAN; NPO; WET; WEAK <br /> HCL REACTION; WEAK CEMENTATION; HOMO <br /> 10 2 SN 11 ' <br /> LEAN CLAY; <SX SA-SR, FN-N, PRLY GRDD SND; >95X FNS; H-VH <br /> - S <br /> T DAY STRNGTH: SLW-R OLTNCY; M-H TGHNSS; M-H PI51': STIFF; M <br /> = 2 7 _ YLLW BAN; NPO: WET: STRNG HCL REACTION: WEAK CEMENTATION; _ <br /> HOMO <br /> LEAN CLAY; <5S SA-SR. FN-M. PRLY GRDD SND; :q S% FNS; H-VH <br /> - <br /> 14 CL DRY STRNGTH: SLW-R OL-NCY: M-H TGHNSS; M-H PLST; STIFF; ORK <br /> YLLW URN; NPO; WET; STRNG HCL REACTION; WEAK CEMENTATION; <br /> 7 10 HOMO <br /> 16 11 15-16.5 CLAYEY SAND; >70% SA-SR. FN-CRS. W GRDD SNT; <30% FNS; M <br /> ' 14 DNS; M YLLW URN; NPO; WET; STRNG HCL REACTION; WEAK <br /> CL CEMENTATION; HOMO - <br /> $ 16.5-16.5/20' LEAN CLAY; <5. SA-SR. FN-M, PRLY GRDD SND: >957, FNS: H-VH - - <br /> DRY STRNGTH: SLW-R DLTNCY; M-H TGHNSS: M-H PLST: STIFF; M <br /> _ - - — 20 0 5SC YLLW BAN; NPO; WET; STRNG HCL REACTION; WEAK CEMENTATION; <br /> -- y HOMO - <br /> 10 CL 15.5/20-20.5' CLAYEY SAND: �70X SA-SR. FN-CRS. W GRDD S`.,7; <30% FNS: M <br /> 22 DNS; M YLLW BAN; NPO; WET; STRNG HCL REACTION; WEAK <br /> CEMENTATION; HOMO <br /> 1 24 20.5-21.5' LEAN CLAY: <5% SA-SR, FN-M. W GRDD SNO: >95X FNS; H-VH <br /> DRY STRNCTH; SLW-R DLTNCY; M-H TGHNSS: M-H PLST; V STIFF; - <br /> .. 26 OAK YId.W ERN: NPO; WET: STRNG NCL REACTION; WEAK CEMENT- <br /> - 26 HOMO <br /> 28 <br /> 30 <br /> - 32 <br /> 4`�� <br /> r� <br /> -- -- -- 34 GREGORY-P._ <br /> STAHL <br /> 36 Pio, 5023 <br /> 38 <br /> i 40 �f9jF OF CAU���r\�' <br /> 42 <br /> PAGE±OF 1 <br /> W <br />