My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001010
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
1245
>
3500 - Local Oversight Program
>
PR0544236
>
ARCHIVED REPORTS XR0001010
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2019 8:02:44 PM
Creation date
3/6/2019 4:03:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001010
RECORD_ID
PR0544236
PE
3526
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
02
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
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.
/
60
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
GeologualTechmaW Page 6 <br /> 1"Quarter 2003 Groundwater Momtonng Report <br /> Project No 507 2 <br /> May 15,2003 <br /> ' 3.0 CONCLUSIONS AND RECOMMENDATIONS <br /> ' Conclusions <br /> 1 Elevated concentrations of BTEX, TPH-G and MTBE are present in a laterally limited <br /> groundwater plume that is centered on MW-9 <br /> 2 The MTBE and previously monitored 1,2-DCA plumes are insignificant in comparison <br /> to the BTEX and TPH-G plumes <br /> 3 The lateral extent of the contamination plume is defined to the east, northeast and <br /> southeast by wells MW-3, MW-2 and MW-1 respectively <br /> 4 The TPH-G plume is defined to the northwest and southwest by wells MW-10 and MW- <br /> ' 7 respectively <br /> 5 The BTEX/TPH-G groundwater contamination plume is defined by MW-109 in the <br /> vertical plane, which is screened 40 feet below MW-9 This suggests that the vertical <br /> ' gradient is not moving the contaminants to any degree <br /> 6 The groundwater gradient flows to the northeast or east with relatively flat slopes, which <br /> appears not to significantly influence contaminant migration <br /> 7 The site exhibits a predominantly downward component of vertical groundwater flow, <br /> which is approximately the same slope as the horizontal gradient These components of <br /> groundwater flow appear not to cause preferential contaminant migration <br /> 8 The groundwater contaminant concentrations are on the rise, which correlates with a <br /> decrease of groundwater levels The center of the plume has not migrated beyond the <br /> source area giving evidence that the plume is not migrating laterally or vertically by <br /> advective flow <br /> ' Recommendations <br /> 0 Maintain the modified quarterly monitoring schedule <br /> • Monitor the site wells for indicators of remediation by natural attenuation <br /> ' • Use the geologic cross sections showing Isoconcentration contours of petroleum <br /> contaminants in the soil and groundwater as the basis for performing contaminant mass <br /> estimate calculations <br />' • A work plan for "In Situ Remediation Feasibihty Study" dated September 20, 2002 and <br /> an addendum to this report was submitted on December 20, 2002 San Joaquin County _ <br />' approved the study in their March 20, 2003 letter and requested a detailed work plan for <br /> evaluation This work plan for an in-situ remediation pilot project is in development <br /> and will be submitted in May 2003 <br /> 4.0 LIMITATIONS <br /> This report was prepared in accordance with the generally accepted standard of care and <br /> practice in effect at the time Services were rendered It should be recognized that definition <br />
The URL can be used to link to this page
Your browser does not support the video tag.