My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007914
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WEBER
>
1325
>
3500 - Local Oversight Program
>
PR0545007
>
ARCHIVED REPORTS_XR0007914
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/5/2019 2:38:20 PM
Creation date
12/5/2019 2:16:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007914
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.
/
128
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
Tertiary clastic material Late Tertiary to Present Age sediments are <br /> exclusively of nonmarine clastic deposition in a variety of alluvial- <br /> fluvial environments The present day surface outcrop of geologic <br /> units in the Stockton area reflects the Late Tertiary alluvial valley fill <br /> derived from the San Joaquin River The fill probably extends to a <br /> depth of several hundred feet <br /> Site-specific geologic information in the vicinity of the property is <br /> ' limited to that which was developed during investigations of the <br /> former tank sites Two general soil types were encountered From the <br /> ground surface to a depth ranging between approximately 10 and 20 feet <br /> below ground surface (bgs), the soils consist of serruconsolidated silts <br /> and clays Below this layer and to the maximum depth explored <br /> (approximately 25 feet bgs), the soils consist of unconsolidated sand <br /> ' with minor amounts of silt and gravel <br /> ' HydrogGeology <br /> Investigation and tank removal activities indicate the presence of <br /> ' confined shallow ground water conditions at Former Tank Sites #1 <br /> and #2 During drilling activities performed by ERM and previous <br /> investigators, ground water was typically encountered in borings at <br /> depths ranging from 3 5 to 19 feet bgs In these borings, ground water <br /> was first encountered after drilling through a silt and clay zone into <br /> sandy soils. The fine-grained silts and clays appear to confine the <br /> ' ground water to the sandy soils The confined nature of the ground <br /> water was confirmed after construction and development of <br /> monitoring wells at both sites indicated that stabilized water levels <br /> ' tended to be higher than initial water levels. In general, the ground <br /> water potentiometric surface at the property is at a depth of <br /> approximately 4 to 6 feet bgs <br /> ' Review ofg round water potentrometric surface maps prepared <br /> individually for Sites #1 and #2 indicates that ground water flow <br /> ' directions are consistently toward the south-southwest The <br /> individual data from both sites provide mutually supporting data <br /> interpretations The apparent cause of the flow direction is the <br /> ' Stockton Deep Water Channel that lies immediately adjacent to the <br /> northern site property line Tidally induced water level fluctuations in <br /> the channel appear to be the cause of slight-to-moderate variations in <br /> the ground water flow gradient <br /> Ground water wells are a common source of potable water in the Great <br /> Valley geomorphic province, however, no water supply wells are <br /> located within a 2,000-foot radius of Former Tank Sites #1 and #2 <br /> 2-2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.