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
YxnK 0.11M-0-MEI_ <br /> `" WELL BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2940 EAST STREET, TRACY CA PROJECT NO. W0368 <br /> WELL/BORING NO. SBA SURFACE ELEVATION NS a WELLHEAD ELEVATION _ NS -T— <br /> DATE DRILLED 12/17/91 REVIEWED BY dREG STAHL RC NO. 5025 <br /> LOGGED BY LOIS FRANTY <br /> DRILLING COMPANY EXCELTECH DRILLER GENE NUNES METHOD SOLID FLIGHT AUGER <br /> BORE HOLE DIAMETER 4 IN DEPTH DRILLED Z DEPTH TO WATER INITIAL -El STATIC -- FT <br /> CASING TYPE DIAMETER . ----JN SCHEDULE INTERVAL TO - FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE ____�IN INTERVAL _El TO - FT <br /> FILTER PACK TYPE INTERVAL - FT TO FT <br /> SURFACE SEAL TYPE CEMENT SAND SLURRY rn_tR BENTOVITE INTERVAL - 0 FT TO 7 FT <br /> ' NOTES 1 FOOT BENTONITE PLUG IN 807FOM OF BORING <br /> r^� WELL DEPTH PID SAMPLE ID U.S.G. SOLI DESCRIPTION <br /> DETAIL (Fr.) (Ppm) SLOWcau Loc <br /> w o 0 0—r ASPHALT <br /> 3 <br /> �.; Z LEAN CLAY; <5% SA—SR. FN-1!,PRLY CRDD SHO; ?95% FNS; H�-VH DRY <br /> r _ STRNGTH; SLW DLTNCY; L TOHNSS- L—M PLST; STIFF—V STIFF; DRK YLLW - <br /> GRN; NPO; LST; N—WEAK NCL REACTION;WEAK CEMENTATION; HOMO <br /> S-t <br /> 4 CL <br /> - SBt-6.5 <br /> 6 0 110 <br /> 15 <br /> g. <br /> t <br /> 12 <br /> 14 - <br /> 16 <br /> aE 20 <br /> F•' 22 <br /> I <br /> 24 <br /> L:n 26 <br /> r� <br /> 28 So Gfip�0 <br /> J. <br /> 30 <br /> 32 GREGORY P. <br /> I STAHL <br /> 34 �L No. 5023 <br /> LN <br /> 36 <br /> T— --- <br /> —38 <br /> E : 40 <br /> 6m <br /> �r <br /> PAGE!OF i <br />
The URL can be used to link to this page
Your browser does not support the video tag.