My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0004281
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MAIN
>
1804
>
3500 - Local Oversight Program
>
PR0545493
>
ARCHIVED REPORTS_XR0004281
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/12/2020 6:30:41 AM
Creation date
3/11/2020 8:40:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004281
RECORD_ID
PR0545493
PE
3528
FACILITY_ID
FA0009460
FACILITY_NAME
Stockton Center - EBMUD
STREET_NUMBER
1804
Direction
W
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14505027
CURRENT_STATUS
02
SITE_LOCATION
1804 W MAIN ST
P_LOCATION
01
P_DISTRICT
001
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.
/
38
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
1 <br /> APPENDIX B <br /> ' Cross Sections <br /> Stockton Service Center Subsurface Stratigraphy j <br /> ' The subsurface stratigraphyat the Stockton Service Center is composed of three <br /> P <br /> units The uppermost unit is a silty clay which acts as an upper semi-confining unit <br /> for the aquifer This silty clay extends to an average depth of ten feet below ground <br /> surface (bgs) The next unit is a fine to medium grained, silty sand which hosts the <br /> uppermost aquifer at the site Below the silty sand is a medium to high plasticity <br /> clay The aquifer is semi-confined by the clay units above and below The sand unit, <br /> ' and hence the aquifer, has an average thickness of 12 feet The lower clay unit was <br /> not encountered at every well location, and it has not been fully penetrated during <br /> ' drilling, so the thickness and depth of this unit are unknown Based on the regional <br /> geology, it has been assumed that no boundary conditions or substantial recharge <br /> areas exist within 1,000 feet of the site <br /> ' Three cross sections were constructed based on existing data for this report The <br /> cross sections were designed to traverse the site from north to south (Cross section <br /> C-C'), west to east (B-B'), and diagonally from the southwest to the northeast (A-A') <br /> The water levels displayed on the cross sections were recorded during the First <br /> ' Quarter 1994 groundwater monitoring event The well screen intervals are displayed <br /> on each cross section <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.