My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003941
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MORELAND
>
7700
>
3500 - Local Oversight Program
>
PR0545583
>
ARCHIVED REPORTS_XR0003941
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/14/2020 1:45:09 AM
Creation date
3/19/2020 2:23:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003941
RECORD_ID
PR0545583
PE
3528
FACILITY_ID
FA0003732
FACILITY_NAME
99 SHELL*
STREET_NUMBER
7700
STREET_NAME
MORELAND
STREET_TYPE
ST
City
STOCKTON
Zip
95212
APN
13003010
CURRENT_STATUS
02
SITE_LOCATION
7700 MORELAND ST
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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) 935-5649 <br /> CLIENT NAME Shell Oil Products US BORING/WELL NAME MW-3 <br /> JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 12-Sep-02 <br /> LOCATION _ 7700 Moreland Street,Stockton DRILLING COMPLETED 12-Sep-02 <br /> PROJECT NUMBER 0953 WELL DEVELOPMENT DATE(YIELD) 17-Sep-02 58 allons j <br /> DRILLER _ Gregg Drilling GROUND SURFACE ELEVATION 29 94 It above MSI <br /> DRILLING METHOD Holtow-stem auger TOP OF CASING ELEVATION 29 41 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 55 to 70 fb <br /> LOGGED BY G Mammmi DEPTH TO WATER(First Encountered) 62 Oft(12 Sep-02) Q <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 61 6 ft(30 Sep-02) 1 <br /> REMARKS <br /> V Q <br /> QO Lu X w a O LITHOLOGIC DESCRIPTION a F WELL DIAGRAM <br /> 0. rn0 Q w 0V :3 (¢} UW <br /> r)LU <br /> OMEN ASPHALT 0 5 <br /> Clayey SILT,(ML),very dark gray(10YR 311),moist, <br /> 15%clay,80%silt,5%fine to medium sand,no plasticity <br /> 00 ,z MW-3- 5 ®5'-dark yellowish brown(10YR 314),very stiff,fine sand <br /> i s 5 5' <br /> 00 so MWII 9' <br /> si 10 <br /> 0 0 ;a MW-3ML <br /> - <br /> xs 14' @14'-Sandy SILT,(II dark brown(10YR 313),hard, <br /> 15 5%clay,75%silt,20%fine sand <br /> u <br /> 00 3a M 93_ 20 019'-dark yellowish brown(10YR 314) <br /> e <br /> 00 20 M2 3 25 024`-Clayey SILT,(ML),olive brown(25Y4/3), 15% <br /> clay,80%silt,5%fine sand,low plasticity Portland Type <br /> 0 <br /> 270 Illi <br /> a <br /> J <br /> Q 7 <br /> 0 10 ,z M293- SM i D,(SM),olive brown (2 5Y 414),medium <br /> a 30 dense,moist,5%clay,35%silt,60%tine sand <br /> 93 320 <br /> c� <br /> e <br /> U 4 1 ,a M3 3 35 SAND,(SP),olive brown(2 5Y 413),medium dense, <br /> moist,5%silt,9D%medium to coarse sand,5%fine <br /> gravel <br /> 1 <br /> on SP <br /> a <br /> . <br /> 00, sub MW-3- I <br /> 39' @39'-Gra Ily SAND,(SP),dark olive gray(5Y 312), <br /> 3 40 <br /> Continued Next Page I Daae i OF z <br />
The URL can be used to link to this page
Your browser does not support the video tag.