My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007278
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WILSON
>
2662
>
3500 - Local Oversight Program
>
PR0545898
>
ARCHIVED REPORTS_XR0007278
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/23/2020 8:16:47 AM
Creation date
7/23/2020 8:09:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007278
RECORD_ID
PR0545898
PE
3528
FACILITY_ID
FA0005555
FACILITY_NAME
MALIK ALL TIRES WHEEL
STREET_NUMBER
2662
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11706033
CURRENT_STATUS
02
SITE_LOCATION
2662 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
35
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
GROUND ZERO ANALYSIS LOG OF BORING SB4 <br /> PROJECT HAiRSYS AUTO LOCATION 2662 N. WILSON WAY, STOCKION CA PROJECT NO 327 <br /> DATE DRILLED 02/23/2000 LOGGED BY SEAN GARVEY _ REVIEWED BY, GREG P. STAHL_RG No 5923__ <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER DAVE GONZOLES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 6 IN DEPTH DRILLED 16 FT DEPTH TO WATER INITIAL NA FT STATIC NA__ FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO __ FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL C FT TO 16 FT <br /> COMMENTS PAGE —J—OF---i— <br /> WELL <br /> F_ 1_WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-2' ASPHALT <br /> 2 <br /> 2 —11/145- LEAN CLAY (CL) 10% FN A PRLY GRDD SND 90% FNS <br /> H DRY STRNGTH, N—SLW DLTNCY, M—H TGHNSS, M—H PLST, BRN, <br /> 4 NPD, DRY TO DRY—MST, V STIFF <br /> 5 <br /> g CL <br /> 6 17 <br /> 8 <br /> 10 7 <br /> 13 <br /> 15 <br /> 12 11/14 5-16' SILT (ML) 5% FN A PRLY GRDD SND 95% FNS L DRY STRNGTH <br /> SLW—R DLTNCY, L TGHNSS, L PLST, BRN, SL—M PO, DRY—MST, V STIFF <br /> 14 HA—SB4-15 <br /> --/- <br /> 10 ML <br /> 12 <br /> 16 42 �-D GEOZO <br /> Gr EGGftY P <br /> S <br /> 20TAHL��* !`!0 5023 <br /> 22 <br /> —24- <br /> 26 <br /> 28 <br /> 30 <br /> 32- <br /> -34- <br /> 36 <br /> 35 <br /> —38- <br /> 40 <br />
The URL can be used to link to this page
Your browser does not support the video tag.