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
F. <br /> { s <br /> WELL/BORING I.OG <br /> I PROJECT REEVES EXXON LOCATION 7360 FAST STREET, TRACY CA WOSE6 <br /> WELL/BORING N0. S95 SURFACE ELEVATION N WELLHEAD :LEVATION NO. NS <br /> DATE DRILLED 12/17 91 REVIEWED BY GREG STAHL RG N0. 5023 <br /> DRILLING COMPANY EXCELTECH LOGGED @Y-LOIS FRANTZ <br /> _ DRILLER GENE NUNES METHOD SOLID FLIGHT AUGER <br /> F <br /> BORE HOLE DIAMETER • iu <br /> DEPTH DRILLED7 FT DEPTH TO WATER INITIAL --,---L--Z STATIC _FT <br /> j. CASING TYPE DIAMETER ----LbL SCHEDULE INTERVALFT <br /> SCREEN TYPE TO— Fr <br /> AIALIETER --��J_ SLOT SIZE INTERVAL �� TO <br /> FILTER PACK TYPE .-FTINTERVAL TO <br /> { SURFACE SEAL TYPE CEMENT SAND SLURRY OVER BENTONITE IHTE6:*L7 Fr <br /> NOTES I FOOT 9�NTON M PLUG ;N BOTTOLI OF BORING TO - <br /> WELL DEPTH PID PLE ID <br /> DETAIL (FT.) (AAV) SLOWCOU' LOG SOIL DE5CRi.FTn,ii <br /> i <br /> 10 <br /> ASPHALT - <br /> i 2 r-7' LEAN CLAY WITH SAND; <26%SA-SR, FN-M, PRLY GRCD SND: >7SA FHS; <br /> Il-VH DRY STRNGTH; SLW DLTHCY; L-M TGHNSS; N-L PEST; STIFF; ORK <br /> YLLW BAN; NPO; MST; N HCL REACTION; WEAK CEMENTA17ON: HOMO <br /> 4 CL - <br /> Lf 565-6.5 <br /> 6 0 7 <br /> 1 <br /> w, <br /> 15 <br /> 8 <br /> 10 . <br /> t2 <br /> 14 <br /> 16 <br /> 18 <br /> sem: 20 <br /> 22 <br /> 24 <br /> $4' 26 <br /> a.. <br /> 28 <br /> �ERED Gg0 <br /> 30 <br /> !� <br /> 32 GREGORY P. <br /> STA <br /> 34 NO. 5023 ; <br /> 3 6 'rt,9r <br /> 38 aF CALLF4�� <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.