My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012617
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PERSHING
>
4555
>
3500 - Local Oversight Program
>
PR0545652
>
ARCHIVED REPORTS_XR0012617
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/20/2020 10:42:49 AM
Creation date
5/6/2020 12:25:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012617
RECORD_ID
PR0545652
PE
3528
FACILITY_ID
FA0003638
FACILITY_NAME
JEMCO VENETIAN CARDLOCK
STREET_NUMBER
4555
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11017001
CURRENT_STATUS
02
SITE_LOCATION
4555 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\tmorelli
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
920
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
-,�, i � 7 �-� m-� ,.,,yam. �� ,�" � •�'` �. <br /> within one mile of the site in the downgradient direction that put;mp water either from a shallow <br /> perched zone or from a deeper water-bearing zone. Water supply wells in the area are typically <br /> more than 345 feet deep and at-e screened at depths greater than 144 feet. <br /> 1.3 SITE HISTORY <br /> Exxon RS 7-3942 dispensed gasoline froi-3 three single-walled steel underground storage tanks <br /> until 24 July 1986,when they were removed. An underground used oil tank was also removed <br /> and the buildings demolished at lhat time. Associated piping was removed from time site 11 <br /> December 1986. <br /> 1.4 PREVIOUS I\VESTIGA717IONS <br /> petroleum hydrocarbons were detected ill closure samples collected from excavations when the <br /> tanks and piping were removed (Table 1). 1 larding Lawson Associates(MLA)and EA Engineer- <br /> ing, Science,and Technology(EA) have been irmvestigating the subsurface of the site since then. <br /> Seven groundwater monitoring wells (f=igure 3) have been installed on the site to investigate <br /> iter monitoring wells have been installed off the site to <br /> soils and groundwater; three groandw: <br /> define the extent of the dissolved petroleum hydrocarbon plume. Because the water table has <br /> been dropping, three groundwater recovery wells have been recently installed in the northwest <br /> corner of the site from which groundwater caul be extracted. <br /> E <br /> Varying concentrations of petroleum hydrocarbons have been defined in soils from immediately <br /> below the contact of backfill and native soils (EX-2 at 20 feet,Table 1)down to a depth of 28.5 <br /> feet, in MW8, which wits more chalk S feet below static water at the time. Soil and soil vapor <br /> sampling and chemical analyst:;have defined petrolc,im hydrocarbons in a soil column extending <br /> from 16 feet below ground surface to well bclo%%, the existing water table. <br /> Groundwater has also been satmmpled and chemically analyzed regularly as part of the continuing <br /> investigation. Analytical results of groundwater;aam,plitlg (Table 2) have defined a dissolved <br /> constituent plume that appears la originate in Clic area of the old tank field and extends off the <br /> site to the northwest, having dispersed will, groundwater flow into Rosemarie Lane. Offsite <br /> " sources south of former Exxon RS 7-3942 have also been implicated. Gasoline has also been <br /> intermittently detected and mcastu•caI on the groundwater ill MW3. <br /> .As noted earlier, groundwater flows to the northwest. When monitoring first began is 1987, <br /> groundwater was 17 to 19 feet below ground surface (Table 3). The water table has since de- <br /> clined almost 10 feet to 28.5 t� 29.5 feet hclow ground surface,but groundwater has continued <br /> flowing to tl,e northwest. Various wells have been tested with slug/bail and pumping tests to <br /> characterize the aquifer and provide parameters useful in proposing and designing a retmmediatian <br /> system. estinm;tted hydraulic parameters(Table 4)characterize a transnmii sive aquifer from <br /> which yells can successfully exlr:tct enough groundwater to control further migration of tl,e <br /> 2 <br /> Mi.'11w L++ W <br />
The URL can be used to link to this page
Your browser does not support the video tag.