My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012676
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
EAST
>
2360
>
3500 - Local Oversight Program
>
PR0544639
>
ARCHIVED REPORTS XR0012676
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/9/2019 5:18:28 PM
Creation date
7/9/2019 3:00:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012676
RECORD_ID
PR0544639
PE
3528
FACILITY_ID
FA0005076
FACILITY_NAME
DICKS EXXON
STREET_NUMBER
2360
STREET_NAME
EAST
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23346001
CURRENT_STATUS
02
SITE_LOCATION
2360 EAST ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
277
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
�► WELL/BORING LOG <br /> PROJECT REEVES EXON LACATION 2360 EAST STREET. TRACT CA PROJECT NO. W0383 _ <br /> YELL/80P.ING N0. Sato SURFACE ELEVATION NS rt WELLHEAD ELEVATION NS Fr <br /> DATE DRILLED _.12/18/91 _ REVIEWED BY GREG STAHL RC NO. 3023 LOGGED BY LOIS_FRANTZ _ <br /> DRILLING COMPANY EXCETTECH DRILLER GENE NUNE$ METHOD SOLID FLIGHT ANGER <br /> SORE HOLE DIAMETER , IN DEPTH DRILLED FT DEPTH TO WATER - INITIAL .Er STATIC FT <br /> CASING TYPE DIAMETER AN SCHEDULE INTERVAL FT TO - FT <br /> SCREEN TYPE DIAMETER IM SLOT SIZE — IN INTERVAL Ff TO ET <br /> FILTER PACK TYPE INTERVAL FT TO . FT <br /> SURFACE SEAL TYPE CEMENT/SAND SLURRY OVER BENTONrTE INTERVAL O FT TO 7 E <br /> NOTES I FOOT BENTONITE PLUG IN BOTTOM OF BORING <br /> YrT11 DEPTHPID SMFLE 1D u 5 c. solL DESCRIPTION <br /> DETAIL (FT.) (PP11) WCOU Lac <br /> 0 0-3' ASPHALT <br /> 3*-7' LEAN CLAY; <5% SA-SR, FH-M, PRLY GROD SND: >95% FNS; M-H DRY <br /> 2 STRNGTH. N-SLW OLINCY: L-M TGHNSS: N-L PLST; STIFF; M YLLW BRN; <br /> SL-M PO; MST; N HCL REACTION; WEAK CEMENTATION; HOLO <br /> CL <br /> 4 <br /> SB I O-S.9 <br /> 6 ARS 4 <br /> 7 <br /> 8 <br /> 10 — <br /> i2 <br /> –� 14 <br /> 16 - <br /> 18 <br /> 20 <br /> " 22 <br /> 24 - <br /> -26 <br /> - 28 <br /> 32 — - GREGORY P. <br /> STAHL <br /> 34 No. 5023 <br /> 36 J9lF OF CALLF4��\p <br /> 38 - <br /> 40 . <br /> 42 <br /> PAGE?OF i <br />
The URL can be used to link to this page
Your browser does not support the video tag.