My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011541
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WILSON
>
2701
>
3500 - Local Oversight Program
>
PR0540315
>
ARCHIVED REPORTS_XR0011541
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/7/2020 3:20:23 PM
Creation date
7/7/2020 2:48:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011541
RECORD_ID
PR0540315
PE
3526
FACILITY_ID
FA0023046
FACILITY_NAME
U-HAUL FACILITY NO 710050
STREET_NUMBER
2701
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95215
APN
11708014
CURRENT_STATUS
01
SITE_LOCATION
2701 N WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
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.
/
436
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
BLAEr FIELD LOG OF Protect No 002-70950-06 Boring No <br /> Environmental EXPLORATORY SOIL Client U-Haul International MW-13C <br /> Management, Inc Location It-Haul #709-50 Stockton,_CA - Sheet 3 <br /> BORING Logged By B Barton <br /> f 433 N 3rd Avenue <br /> Phoenix,AZ 85003 Permit No NA Of 3._.. <br /> Field location of boring Drilling Co Gregg Drilling Co <br /> Drill Rig Model Mobile B-61 <br /> See Site Plan Drilling Method HIS Auger <br /> Hole Diameter 85 <br /> Drillers Name Joe <br /> Soil Boring Completion Set Well and concrete surface completion <br /> Ground Elev NA with a traffic rated well vault <br /> r Depth to --49 feet Depth to <br /> N 2; d a }, J Date 3/889/2006 Date NA <br /> l= o l= o f E o CL d a n_ x E Time - 17 00 Time <br /> 0 CL <br /> i- n -tea-- O <br /> 4 S N <br /> DESCRIPTION <br /> 63 <br /> B 10 NA NA NA NA 64 <br /> 65 CL tight Silty Clay, brown, dense, med to high plasticity, <br /> 66 X no odor,wet <br /> 67 <br /> 68 <br /> 69 — <br /> 8 15 NA NA NA NA 70 CL Same as above <br /> X <br /> 71 <br /> 72 <br /> 73 <br /> 74 <br /> 820 NA NA NA NA <br /> 75 CL Same as above <br /> X <br /> 76 <br /> 77 <br /> 78 <br /> 79 <br /> 825 NA NA NA NA CL Same as above <br /> 80 X <br /> 81 <br /> 82 <br /> 83 <br /> 830 NA NA NA NA 84 CL Same as above <br /> X <br /> 85 <br /> 86 Boring terminated at approximately 85 5' bgs and set well <br /> 87 <br /> 88 <br /> 89 <br /> 90 <br /> Prepared By Brad Barton Date 318&912006 Reviewed By Date <br />
The URL can be used to link to this page
Your browser does not support the video tag.