My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0008993
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
V
>
VICTOR
>
880
>
2900 - Site Mitigation Program
>
PR0503634
>
ARCHIVED REPORTS XR0008993
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2019 4:57:09 PM
Creation date
5/7/2019 4:31:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008993
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.
/
138
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 /> 270 Perkins Street <br /> Sonoma,California 95476 <br /> Telephone (707)935-4850 <br /> Fax (707) 935-6649 <br /> aCLIENT NAME Egurva Services LLC _ BORINGIWELL NAME GP-3 <br /> OBISITE 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 1 <br /> REMARKS <br /> N <br /> to vLU z <br /> a O a W nr o O 0_0 LITHOLOGIC DESCRIPTION WS V) Zy WELL DIAGRAM <br /> � W CL <br /> o <br /> �• CONCRETE 05 <br /> Silty GRAVEL (GM),fill material,dark brown(7 5YR <br /> GM < 313) damp 20%sift,35%fine to coarse sand,45%fine <br /> gravel 30 <br /> SILT, (ML),dark browns(7 5YR 314),damp,5%clay, <br /> 0 65%silt,30%fine sand,no plasticity <br /> GP-3-5' 6 <br /> Portland Type <br /> 1111 <br /> 05 ML @ 7 5'-dark yellowish brown(10YR 414) <br /> @ 9'-5%clay 55%silt,40%fine sand � <br /> 0 GP-3-10' 10 <br /> 0 120 <br /> Bottom of <br /> Boring @ 12 ft <br /> � I <br /> 0 <br /> F I <br /> 0 <br /> J <br /> LL <br /> LLJO <br /> 'a <br /> t7 <br /> pN <br /> _O <br /> 7 <br /> O <br /> a <br /> 0 <br /> O <br /> J <br /> J <br /> �Ju <br /> 3 PAGE ! OF Z <br />
The URL can be used to link to this page
Your browser does not support the video tag.