My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007896
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WEBER
>
1325
>
3500 - Local Oversight Program
>
PR0545007
>
ARCHIVED REPORTS_XR0007896
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/5/2019 2:44:50 PM
Creation date
12/5/2019 1:59:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007896
RECORD_ID
PR0545007
PE
3528
FACILITY_ID
FA0025604
FACILITY_NAME
CATELLUS DEVELOPMENT PROPERTY
STREET_NUMBER
1325
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
1325 W WEBER AVE
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.
/
118
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
The site geology is similar to that which was encountered at the <br /> . former tank site #3, except that the upper fine-grained layer showed <br /> more pronounced variability in thickness over a relatively short <br /> distance <br /> Hydrology <br /> Investigation and tank removal activities in this area indicate the <br /> presence of confined groundwater conditions Also present is a <br /> localized perched groundwater table at approximately 4 feet below the <br /> ground surface in the vicinity of the former UST as indicated by MW- <br /> 2A In the other wells, groundwater was initially encountered at <br /> depths ranging between 6.5 feet below the ground surface at MW-1A <br /> to 19 feet below the ground surface at MW-3A. In all of the wells <br /> except for MW-2A, groundwater levels quickly rose in the casing. <br /> After equilibration of water levels, the general groundwater level was <br /> approximately 5 feet below the ground surface outside of the <br /> warehouse building <br /> At the subject site, the groundwater flow gradient appears to be <br /> toward the southeast, as indicated from measurements of on-site <br /> wells Both gradient and flow direction are influenced by water levels <br /> in the nearby Deep Water Channel that lies adjacent to the northern <br /> property line of the subject site. Tidal fluctuations :n the channel <br /> strongly affect the measured gradient. Additionally, confined aquifer <br /> conditions strongly influence the measured gradient. There are two <br /> known water supply wells within 2,000 feet of the site (Figure 1-1). <br /> E <br /> i 2-3 <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.