My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012621
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WASHINGTON
>
2201
>
3500 - Local Oversight Program
>
PR0545660
>
ARCHIVED REPORTS_XR0012621
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/12/2020 4:02:23 PM
Creation date
5/12/2020 3:05:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012621
RECORD_ID
PR0545660
PE
3528
FACILITY_ID
FA0003909
FACILITY_NAME
PORT OF STOCKTON
STREET_NUMBER
2201
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
189
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
groundwater within these two formations is saline and is separated <br /> from the above fresh water bearing units by an impermeable bed <br /> within the upper Mehrten Formation. <br /> The unconsolidated units consist of alluvial sediments <br /> of the Victor Formation, Arroyo Seco Grave- and the Laguna <br /> Formation. These formations are composed of gravels, sands, silts <br /> and clays with intervals of hardpan and have a total thickness of <br /> 1100 `pet. Good quality groundwater is present under generally <br /> unconfined aquifer conditions although minor confined aquife= a <br /> ;xist. A berrier to saline groundwater intrusion occurs along <br /> the west side of Stockton and is formed by a depositional contact <br />` between the deltaic deposits to the west and the alluvial <br /> deposits to the east. <br /> The unconsolidated deposits directly beneath the study site <br /> varied from clays to sandy gravels. A review of the drilling <br /> logs for the 9 monitoring wells indicated thzt the site is <br /> blanketed by a surfacial silty to sandy clay which varies between <br /> r� 2 to 12 feet in thickness. The clays grade into a sandy interval <br /> which becomes increasingly coarse with depth. Between 30 to 34 <br /> feet below grade. The sands are underlain by a dominantly clay <br /> k interval which increases in stiffness with depth. This clay <br /> extends to 50 feet below the ground surface, the maximum depth <br /> explored (Appendix I). The Cross Section Index Map (Figure 4) <br /> shows the location of Gross-Section A-A (Figure 5) which graph- <br /> ically depicts the trends noted above. <br /> Groundwater was initially present at approximately 30 feet <br /> 1 below grade in May 1986 but has lowered to greater than 33 feet <br /> M through August 1986. The groundwat�..r appears to flow in a <br /> southeasterly to easterly direction. The closest surface water <br /> bodies are an un--named creek 700 feet to the southeast and Mosher <br /> Slouch 1506 feet to the south. <br /> 7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.