My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008166
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
4511
>
3500 - Local Oversight Program
>
PR0545641
>
ARCHIVED REPORTS_XR0008166
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/5/2020 3:31:16 PM
Creation date
5/5/2020 2:43:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008166
RECORD_ID
PR0545641
PE
3528
FACILITY_ID
FA0002480
FACILITY_NAME
SHOP N GO 3
STREET_NUMBER
4511
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11023011
CURRENT_STATUS
02
SITE_LOCATION
4511 PACIFIC 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.
/
29
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
• I3 November 1997 <br /> AGE-NC Project No 95-0128 <br /> Page 4of5 <br /> In February 1997,a soil sample was also subjected to physicochemical and microbiological analyses <br /> It was found that while physicochemical conditions appeared to be suitable, suitable organisms for <br /> reduction of gasoline compounds were absent, possible due to biotoxic conditions caused by high <br /> petroleum contamination concentrations or the presence of biotoxic metals <br /> These findings indicated that natural attenuation of that petroleum hydrocarbons on the site through <br /> biologic activity is not occurring at a significant rate and is not likely to unless site conditions are <br /> appropriately modified The details of this work will be presented in a later report <br /> APPLICABILITY OF THE WORK PLAN ADDENDUM TO THE CURRENT SITUATION <br /> Figure 7 shows the estimated extent of the soil and ground water plumes, and the locations of <br /> existing and proposed extraction wells and sparge points Figures 2 and 3 show the soil <br /> compositions, TPH-g concentrations and existing screened intervals of most wells on the property <br /> If the work plan addendum (-%NPA) is approved, impacted soil between approximately 20 feet and <br /> 35 feet bsg can be effective addressed and remediated by the vapor extraction portion of the WPA, <br />. as the soil is coarse grained It is reasonable to assume that the coarse grained soil and ground water <br /> lying between 35 feet and 40 feet bsg can be effectively addressed by spargrng and vapor extraction <br /> The effectiveness of spargmng on the impacted fine grained soil below 40 feet bsg may be in doubt <br /> due to the one permeability value obtained for the interval, but it seems reasonable to assuine that <br /> ground water coming into contact with the air sparge stream will be stripped of the more volatile <br /> hydrocarbons,thereby reducing the dissolved mass By removing the hydrocarbon mass in the coarse <br /> grained soil and reducing the hydrocarbon mass in the ground water in the finer grained soil, it is <br /> intuitive that the overall hydrocarbon concentration in ground eater will be reduced and the plume <br /> of dissolved hydrocarbons will be stabilized and probably will contract Hydrocarbons left in the fine <br /> y <br /> grained soil should have little additional effect on ground water as the forces of adhesion and <br /> adsorption that make it difficult to sparge the soil also retards dissolution of the hydrocarbons into <br /> the ground water <br /> It is not anticipated that oxidation of iron dissolved in ground water will cause significant fouling <br /> of sparge points <br /> CONCLUSIONS AND RECOMMENDATIONS <br /> It is the belief of AGE that if the CAP had been approved and put into effect when ground water was <br /> at 50 feet bsg, most of the subsequent hydrocarbon impact on ground water would have been <br />. prevented At the present time,at least 10 feet of coarse grained vadose zone soil and 5 feet of coarse <br /> soil and ground water in the saturated zone can be easily and effectively addressed by the VRA The <br />
The URL can be used to link to this page
Your browser does not support the video tag.