My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003930
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MORELAND
>
7700
>
3500 - Local Oversight Program
>
PR0545583
>
ARCHIVED REPORTS_XR0003930
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/14/2020 1:41:26 AM
Creation date
3/19/2020 2:14:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003930
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.
/
43
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
9 Cambria Environmental Technology, Inc B4RINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 "" <br /> Telephone (707)935-4850 <br /> Fax (707)935-6649 <br /> CLIENT NAME Shell Oil Products US BORING/WELL NAME MW-7 <br /> JOBISITE NAME Shell-branded Service Station DRILLING STARTED 04-May-04 <br /> LOCATION _ 7700 Moreland Street,Stockton DRILLING COMPLETED—04-May-04 <br /> PROJECT NUMBER 0953 WELL DEVELOPMENT DATE(YIELD) 04-Jun-04 41gallons) <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION 29 26 ft above msl <br /> DRILLING METHOD Hollow-stem auger _ TOP OF CASING ELEVATION 28 73 ft above rnsl <br /> BORING DIAMETER 10" SCREENED INTERVAL 55 to 70 fbq_ <br /> LOGGED BY - G Mammini -- DEPTH TO WATER(First Encountered) 63 5 ft(04-May-04) - - <br /> REVIEWED BY _ A Cool,-RG 7659 DEPTH TO WATER(Static) 63 7 ft(15-Jun-04) 1 <br /> REMARKS <br /> CL zy ~ U U� <br /> a OzW a a p LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> a mo ¢ c9 ow <br /> (n Od <br /> CONCRETE <br /> 10 <br /> Clave v SILT(ML),very dark grayish brown(10YR 312), <br /> moist,20%clay,75%silt,5%tine sand,medium <br /> plasticity <br /> 00 9 MW-7- 5 @5'-very stiff, 15%clay,80%silt,5%fine sand,low <br /> 13 5 5' plasticity <br /> 00 Is MW-7-9' <br /> 22 @9'-Sandy SILT(ML),brown(10YR 413),hard,moist, <br /> 10 5%clay,75%silt,20%fine sand,no plasticity <br /> 14 <br /> 00 23 MW-7- <br /> 33 14' <br /> 15 ML <br /> 00 z; MW-7- <br /> 30 19' <br /> 2a <br /> CT <br /> F <br /> D <br /> f7 <br /> 00 is MW-7- <br /> 22 24' @24'-grayish brown(2 5Y 6/2),5%clay,60%silt,35% <br /> 25 fine sand Portland Type <br /> Q YP <br /> Ill I <br /> a <br /> c� <br /> 00 25 MW-7- 29 0 <br /> `� rr 29* SAND(SP l,dark grayish brown(2 5Y 412),very <br /> m 30 dense,moist,5%silt,95%fine to medium sand <br /> SP <br /> y <br /> 320 <br /> 0 <br /> 4 <br /> 20 <br /> 00 30 MW-7- SW SAND(SW) grayish brown(2 5Y 512),very dense, <br /> 35 <br /> Continued Next Page PAGE 1 OF 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.