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 BORINGIWELL 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 MW-15 <br /> JOBISITE NAME Former Shell Service Station 1 Econo Gas DRILLING STARTED 28-Nov-05 <br /> LOCATION 880 Victor Road Lodi DRILLING COMPLETED 29-Nov-05 <br /> PROJECT NUMBER 247-0955-013 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 5570 <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 55 22 ft <br /> BORING DIAMETER 10' SCREENED INTERVAL 90 to 100 ft b s <br /> LOGGED BY Ron Barone DEPTH TO WATER(First Encountered) 58 5 ft(28-Nov-05) <br /> REVIEWED BY Aubrey Cool,PG 7659 DEPTH TO WATER(Static) NA 1 <br /> REMARKS Airknife cleared to 5 fb <br /> C <br /> CDE (0 O - U <br /> a n O Z ii uj CL- v ¢p LITHOLOGIC DESCRIPTION = WELL DIAGRAM <br /> 2 m0 X W c J p~ <br /> IL H V < W W <br /> �y C7 V <br /> W <br /> O <br /> ASPHALT 0 3 <br /> Silty SAND(SM),brown,5%clay,45%silt,50%sand, <br /> no plasticity <br /> SM <br /> s 5 <br /> 0 5 Silty SAN (SM),brown,5%clay,45%silt,50%sand, <br /> no plasticity medium dense 70 <br /> 6 <br /> 4 <br /> 0 74 10— Sandy SIL (ML),light brown dry,60%silt,40%sand <br /> no plasticity,very stiff <br /> ML <br /> 0 5016 Sandy SI (ML),light brown,dry 55%silt,45%sand <br /> no plasticity,hard <br /> 15 <br /> 175 <br /> Smears Poorly graded SAND(SP),light brown,dry,100%sand, <br /> zs no plasticity very dense <br /> 0 M 95 20 5P <br /> C7 <br /> W-----_-_- - --_ <br /> 220 <br /> Q <br /> W <br /> O <br /> Q 17 <br /> C7 <br /> 0 Sas Sandy SILT(ML) brown,dry,5%clay,65%silt, 30% <br /> 25 sand, no plasticity hard <br /> z <br /> 11 <br /> 0 <br /> U <br /> J <br /> 10 30 <br /> 0 0 5015 MW29i5 SILT with sand(ML) light gray,dry, 10%clay, 75%silt, <br /> c� <br /> 30 15%sand,no plasticity hard <br /> ML <br /> �, 5Q SILT(ML) light brown dry to moist 15%clay,85%silt <br /> a 1z low plasticity,hard <br /> 0 u 35 <br /> Continued Next Page PAGE f OF 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.