My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0009393
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PERSHING
>
5608
>
3500 - Local Oversight Program
>
PR0545653
>
ARCHIVED REPORTS_XR0009393
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2020 4:31:19 PM
Creation date
5/6/2020 4:09:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009393
RECORD_ID
PR0545653
PE
3528
FACILITY_ID
FA0003727
FACILITY_NAME
CHEVRON STATION #96465 (INACT)
STREET_NUMBER
5608
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10815011
CURRENT_STATUS
02
SITE_LOCATION
5608 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
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.
/
30
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
Chevron U S A , Inc February 20, 1992 <br /> A02320 2338 Page 4 <br /> 3 4 Potential Effects of Residual Contaminants on Water Supply <br /> Based on the last round of quarterly monitoring and sampling, and historical analytical data for <br /> groundwater, the immediate threat posed to currently usable water supplies by impacted groundwater <br /> at the site is minimal Groundwater samples collected during the last quarterly sampling event were <br /> all below the MDL for TPH-G and BTEX, and therefore well below the action levels set for state- <br /> regulated contaminants All perimeter monitoring wells were below the MDL indicating that the <br /> dissolved BTEX plume has not migrated laterally beyond the boundaries of the Chevron property Af <br /> present, the water table is at a historical low level trends in historical sampling data suggest that the <br /> water table levels and concentrations of dissolved BTEX in groundwater are directly related When <br /> water levels drop, so do concentrations of BTEX Groundwater beneath the site has an average <br /> vr vi— <br /> hydraulic gradient of approximately 0 01 to the east-northeast Groundwater beneath the site flows <br /> r . <br /> at an estimated velocity of 20 feet per year in the east-northeast direction Velocity was estimated by <br /> using approximate values for hydraulic conductivity and porosity, derived from the (Ethology of the <br /> water bearing zone, and combining these numbers with the average hydraulic gradient <br /> 4 0 FEASIBLE ALTERNATIVES FOR CORRECTIVE ACTION <br /> 4 1 Overview <br /> Based on the results of previous site assessment, three alternatives for corrective action at the <br /> site are proposed as follows <br /> i <br /> ■ Continuation of quarterly groundwater monitoring and sampling <br /> ■ Excavation of impacted soil <br /> ■ Soil vapor extraction <br /> A brief description of the implementation, objectives and cost effectiveness of each alternative <br /> are summarized below <br /> 4 2 Continuation of Quarterly Monitoring and Sampling <br /> Groundwater monitoring and sampling would be conducted at the site on a quarterly basis <br /> All monitoring wells with a sufficient water column would be gauged for depth to water to determine <br /> the magnitude and direction of groundwater flow beneath the site, and sampled to determine the <br /> concentration of dissolved BTEX and TPH-G The objectives of this alternative are to further define <br /> the velocity of groundwater flow and to identify any trends in dissolved concentrations of BTEX and <br /> zssecnP aPr _ GROUNDWATER <br /> TECHNOLOGY <br />
The URL can be used to link to this page
Your browser does not support the video tag.