My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0008942
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
V
>
VICTOR
>
880
>
2900 - Site Mitigation Program
>
PR0503634
>
ARCHIVED REPORTS XR0008942
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2019 4:57:13 PM
Creation date
5/7/2019 4:25:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008942
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
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.
/
230
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
Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 5900 Hollis Street, Suite A <br /> Emeryville, CA 94608 <br /> Telephone 510-420-0700 <br /> Fax 510-420-9170 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME SB-6 <br /> JOB/SITE NAME Former Shell Service Station 1 Econo Gas DRILLING STARTED 21-Nov-05 <br /> LOCATION 880 Victor Road,Lodi DRILLING COMPLETED 21-Nov-05 <br /> PROJECT NUMBER 247-0955-013 WELL DEVELOPMENT DATE(YIELD) NA_ <br /> DRILLER Gregg Drillmq GROUND SURFACE ELEVATION <br /> DRILLING METHOD_ Hollow-stem auger TOP OF CASING ELEVATION NA <br /> BORING DIAMETER 10" SCREENED INTERVAL NA <br /> LOGGED BY Ron Barone DEPTH TO WATER(First Encountered) 59 0 ft(21-Nov-05) S <br /> REVIEWED BY Aubrey Cool,PG 7659 DEPTH TO WATER(Static) NA 1 <br /> REMARKS Airknife clearance to 10 fbq <br /> D <br /> E a �� w z z <br /> in O a- UJ~ w 0O LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> a V < p`r Cry a <br /> W <br /> D <br /> ASPHALT 0 3 <br /> Silty SAN (SM), brown,dry,5%clay,40%silt,55% <br /> sand,no plasticity <br /> 0 5 Silty SAN (SM), brown dry 5%clay 40%silt 55% <br /> sand no plasticity <br /> SM <br /> 0 10 Silty SAND(SM) light brown dry 5%clay 25%silt <br /> 70%sand no plasticity <br /> n <br /> 0 27 <br /> sa 15 <br /> Silty SAND(SM),light brown,dry, 15%silt,85%sand, <br /> no plasticity,very dense <br /> 185 <br /> 22 Poorly graded SANgSP),light yellowish brown,dry, <br /> 0 as 100%sand,no plasticity,very dense <br /> 0 20 SP <br /> c� <br /> a — �— -----------_ _�------ 220 <br /> w Sandy S1LT(ML),grayish brown,dry,5%clay,60%silt, <br /> 35%sand,no plasticity, hard <br /> CL <br /> CD ,s <br /> 0 SB.&2439 ML <br /> 0-25- <br /> 0 - <br /> —_________________________ 270 <br /> 0 — Silty SAN (SM) grayish brown,dry,5%clay 30%silt, <br /> 65%sand,no plasticity dense <br /> ,5 <br /> 0 ,9 0 2a 529 SM <br /> c� <br /> 30 <br /> ______ 320 <br /> — —SILT with sand(ML) brownish gray dry,5%clay 70% Portland Type <br /> a silt 25%sand no plasticity,hard 1/II <br /> 0 ,0 <br /> 12 a 0 ,e $13 a+ <br /> 35 <br /> Continued Next Page P4GE f OF 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.