My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002675
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
45
>
3500 - Local Oversight Program
>
PR0545259
>
ARCHIVED REPORTS_XR0002675
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/31/2020 4:43:54 PM
Creation date
1/31/2020 3:38:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002675
RECORD_ID
PR0545259
PE
3528
FACILITY_ID
FA0004966
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
45
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12707037
CURRENT_STATUS
02
SITE_LOCATION
45 E HARDING WAY
P_LOCATION
01
P_DISTRICT
002
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.
/
64
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
' 45 E Harding Way, Stockton, California September 1, 1993 <br /> Chevron USA Products Company Page 6 <br /> 4.0 SITE CONDITIONS <br /> ' 4.1 HYDROGEOLOGY <br /> ' The site Is located in the northern part of the San Joaquin Valley at an elevation of approximately 12 <br /> feet The valley fill consists of late Mesozoic through Eocene dominantly marine deposits overlain by <br /> late Tertiary and Quaternary dominantly non-marine deposits which usually contain fresh water In <br /> Stockton area, the late Cenozoic deposits are approximately 3,000 feet thick and generally consist of <br /> ' alluvial gravel, sand, silt, and clay Groundwater in these alluvial deposits is usually unconfined to <br /> semiconfined Extensive Pho-Pleistocene lacustrine deposits, including the areally extensive <br /> diatomaceous Corcoran Clay, occur in San Joaquin Valley, south of Stockton The water beneath the <br /> ' clay bed is usually confined <br /> The materials penetrated to a depth of 65 feet during drilling at the site are dominantly clayey silts and <br /> silty clays with lenses of sand Groundwater was encountered during drilling at a depth of approximately <br /> ' 52 feet in MW-12 and 55 feet in MW-13, and was measured at approximately 51 feet below grade in both <br /> wells on July 23, 1993 Groundwater flow direction on July 23 was found to be to the east-northeast at <br /> a gradient of 0 003 (Figure 3) <br /> 4.2 ANALYTICAL RESULTS FOR SOIL <br /> Results of all soil samples analyses are summarized in Table 1 and the laboratory results are enclosed in <br /> ' Appendix D No TPH-G nor BTEX compounds were detected in any of the analyzed samples <br /> 43 ANALYTICAL RESULTS FOR GROUNDWATER <br /> ' Results of all water sample analyses are summarized in Table 2, and the laboratory reports are enclosed <br /> in Appendix D No dissolved hydrocarbons were detected in the groundwater sample from MW-12 <br /> MW-13 contained 730 ppb TPH-G, but did not contain benzene above the MOL The remaining wells <br /> sampled ranged from below the MOL (MW-10) to 680 ppb TPH-G (MW-9) The rinsate sample collected <br /> prior to sampling MW-12 (RBMW12) contained 61 ppb TPH-G However, MW-12 sampled after did not <br /> contain TPH-G above the MOL as previously mentioned ]—� <br /> ;LIFT <br /> GROUNDWATER <br /> 3399EAFt RPT �--� I TECHNOLOGY <br />
The URL can be used to link to this page
Your browser does not support the video tag.