My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0009003
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
V
>
VICTOR
>
880
>
2900 - Site Mitigation Program
>
PR0503634
>
ARCHIVED REPORTS XR0009003
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2019 4:59:11 PM
Creation date
5/7/2019 4:40:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009003
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
92
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 /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> • CLIENT NAME E uiva Services LLC BORINGIWELL NAME GP-5 <br /> JOBISITE NAME Former Shell Service Station DRILLING STARTED 01-Nov-99 <br /> LOCATION 880 Victor Road, Lodi DRILLING COMPLETED 01-Nov-99 <br /> PROJECT NUMBER 241-0955 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER _ Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hydraulic push TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 2" SCREENED INTERVAL NA <br /> LOGGED BY A Cool DEPTH TO WATER(First Encountered) NA <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA t <br /> REMARKS <br /> cn <br /> CL Lu z () Q <br /> C1 <br /> o a- w O LITHOLOGIC DESCRIPTION z= WELL DIAGRAM <br /> a U y � o" 0 0w <br /> a <br /> ' CONCRETE -05 <br /> GRAVEL, (GP) fill material gray(N 51),damp, 5%silt <br /> °L� 20%fine to medium sand 75%fine gravel <br /> GP OD <br /> 40 <br /> 0 SILT (ML) brown (10YR 4/3), damp 5%clay 65%silt <br /> GP-5- - 5 I 30%fine sand no plasticity <br /> 4 5' <br /> Portland Type <br /> C III <br /> ML <br /> � l <br /> 10- <br /> 0 GP-5- - 11 5' 5%cla 55%silt 40°/a fine sand 120 <br /> 115 Bottom of <br /> Boring @ 12 ft <br /> i <br /> 0 <br /> t- <br /> ❑ <br /> c� <br /> F- <br /> LL <br /> ❑ <br /> a' <br /> C7 <br /> 0 <br /> i <br /> O <br /> m <br /> a <br /> c� <br /> O <br /> a <br /> a <br /> tu <br /> cu <br /> PAGE 1 OF 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.