My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
45
>
3500 - Local Oversight Program
>
PR0545259
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/31/2020 6:04:48 PM
Creation date
1/31/2020 2:30:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
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
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.
/
485
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
FROM 1997, 14 17:47 #688 P,12/24 <br /> February 14, 1997 L �� <br /> Pa;e I I <br /> hydrocarbons in oroundwater. Therefore downradient sampling results are deemed <br /> representative of site conditions. <br /> The analysis of groundwater for methyl tert-butyl ether(MtBE)was initiated in the third <br /> quarter 1996 groundwater monitoring,program. Groundwater collected from <br /> Well MW-9 was the only well sampled to report detectable concentrations of MtBE <br /> (2 10 ppb). During the fourth quarter monitoring program. MtBE was detected and <br /> confirmed in Well MW-9. MtBE was also detected at 20 ppb in Well MW-1=, however <br /> no detectable concentrations of MtBE were reported (above the 2 ppb detection limit) <br /> upon confirmation by EPA Method 5260. Although the MtBE concentration has been <br /> confirmed in Well MW-9, no other wells report concentrations of MtBE(including <br /> proximal Well MW-4 screened from 28 to 43 feet b;s). The occurrence is therefore <br /> isolated and the extent of migration is limited. The absence of MtBE in any other <br /> site-related wells supports this. <br /> Residual'petroleum hydrocarbons in groundwater are attenuating. In fact, the dissolved <br /> petroleum hydrocarbon plume is not only stable, but is decreasing in size. The Chevron <br /> Research and Technology Company(CRTC)Memorandum (April 19, 1996) evaluated <br /> intrinsic bioremediation parameters and found that present subsurface conditions are <br /> conductive to natural biodegradation of residual petroleum hydrocarbons in ground- <br /> water. This evaluation is based on the measurement of groundwater for the presence of <br /> various electron acceptor compounds(dissolved sulfate, dissolved ferrous iron, dissolved <br /> nitrate, and dissolved oxygen) which if absent, limit the degree of biodegradation. <br /> DISCUSSION OF RESIDUAL PETROLEUM HYDROCARBONS <br /> Petroleum Hydrocarbons Above Background Concentrations <br /> Residual petroleum hydrocarbons remain in soil and groundwater above background <br /> concentrations as discussed in the previous sections. Site remediation consisted of <br /> removing the product storage and distribution equipment, remedial excavation of areas <br /> of hydrocarbon-impacted soil, and the operation of an SVE system. After nearly 2 years <br /> of operation, mass removal of petroleum hydrocarbons by the SVE system had reached <br /> an asymptotic condition when it was deactivated in November 1992. It is recognized <br /> that while SVE was an effective remediation technology which contributed considerably <br /> to the remedial effort at the site, there were environmental and system design factors that <br /> contributed to the decline of system effectiveness prior to achieving"background" soil <br /> concentrations. These factors are presented below: <br /> • Vapor flow to the SVE wells is affected by frictional resistance along <br /> I the well screen, the difference between horizontal and vertical soil <br /> permeability to air flow, and general variations in soil permeability to <br /> 12013,7BIct.osuxm <br />
The URL can be used to link to this page
Your browser does not support the video tag.