My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011541
Environmental Health - Public
>
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
B UCJ FIELD LOG OF Project No 002-70950-01 Boring No <br /> Client U-Haul International DP4 <br /> EXPLORATORY BORING Location 2701 N Wilson Wav sheet 4 <br /> Loaaed By B McDaniel on January 13 2000 of 4 <br /> location of boring Drilling Co Gregg Dnlling <br /> Drill rig model 87 Ton CPT RI <br /> N <br /> Former Waste Oil U Haul#709 50 Drilling Method Cone penetrometer <br /> tUST Location <br /> ~ DP-4 Boring completion data Backfilled with cement <br /> Ground Elev Grout under ressure Pressure grouted <br /> Q <br /> Depth to o Depth to <br /> C T E O <br /> n U <br /> rn n Time Time <br /> c p p �e <br /> Cn a — p O. <br /> m a � <br /> °° 06N 0 " Date Date <br /> 92 <br /> DESCRIPTION <br /> 14 10 12" DP-4-100 100 SM @ 100' <br /> 101 Silty Sand (SM), Brown, 70% very fine sand, 30% low <br /> plastic fines, wet, No odor <br /> 0 12" DP-4-110 110 SP <br /> 111 Sand (SP), Brown, 100% very fine sand, <br /> trace of silt, wet, No odor <br /> 15 00 12" DP-4-120 120 CL @ 120' Sandy Clay(CL), Brown, <br /> 121 80% medium plastic clay, 20% very fine sand, very <br /> moist, No odor <br /> 124 Sandy Clay (CL), Brown, 60% clay, 40% very fine <br /> 1530 DP-4-125 125 CL sand No odor <br /> Bore hole terminated at 15 30 @ 125' bgs <br /> Reviewed By Date <br /> February 08 2000 <br /> 1%bnanV49-50 DP 4 41709501gs&DP-4 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.