My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008413
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WATERLOO
>
4648
>
3500 - Local Oversight Program
>
PR0545864
>
ARCHIVED REPORTS_XR0008413
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/21/2020 10:00:58 AM
Creation date
7/21/2020 9:46:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008413
RECORD_ID
PR0545864
PE
3528
FACILITY_ID
FA0004530
FACILITY_NAME
MARLOWE PROPERTY
STREET_NUMBER
4648
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
4648 WATERLOO RD
P_LOCATION
99
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.
/
49
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
18 February 1997 <br /> AGE-NC Project No 95-0I04 <br /> Page 20 of 22 <br /> I samples would be required to monitor and verify natural attenuation Furthermore, as stated in <br /> Section 6 4 4, a long-term monitoring program, perhaps 10 years, would be initiated <br /> I Overall costs for natural attenuation are difficult to estimate because of the lengthy attenuation period <br /> and the uncertainties involved in the process Assuming some additional characterization of the site <br /> would be necessary, natural attenuation could ultimately cost as much as $75,000 More accurate <br /> Icosts could be determined once regulatory approval for a long-term monitoring plan is received <br /> IS 0 RECOMMENDATIONS <br /> 8 1 REMEDIATION OF HYDROCARBON-IMPACTED SOIL <br /> I Petroleum <br /> hydrocarbon impacted soil in the vadose zone appears to be limited to the area beneath <br /> Y P <br /> the former UST However, the impacted soil appears to extend outward with an approximate fifteen <br /> Ifoot radius and appears to extend downward to depths of 45 bsg The greatest concentrations of <br /> impacted soil is present at depths between 15 and 30 feet, while declining concentrations are present <br /> lie <br /> from 30 and 45 feet A "smear" zone near the fluctuating ground water table has not been well <br /> documented in soil samples collected up to the present time <br /> I Excavation of all petroleum hydrocarbon impacted scil within the vadose zone would require the <br /> removal of a large volume of overburden soil and is not logistically feasible at the site However, <br /> excavation of a portion of impacted soil is feasible, but would requi e the implementation of <br /> I additional remedial methods at greater depths Furthermore, excavation of shallow impacted soil (less <br /> than 25 feet bsg)would not facilitate remediation of hydrocarbon-impacted ground water Therefore, <br /> an in-situ method of remediation will be most effective at the site <br /> Both in-situ methods (bioremediation and soil vapor extraction) described in this CAP could be <br /> effective to remediate the site On a cost basis, implementation of an in-situ bioremediation program <br /> I could be comparable in cost to soil vapor extraction, with minimal site disturbance and little necessary <br /> equipment However, monitoring requirements, duration and limited control of the technology could <br /> increase the cost significantly Soil remediation methods, estimated durations and associated costs <br /> are summarized on Table 5 - Soil and Gi ound Water Cori ective Action Alternatives <br /> AGE has the following recommendations for remediation of hydrocarbon-impacted soil at the <br /> IMarlowe site <br /> IDesign and installation of an SVE system The existing extraction well should be replaced <br /> . with a new well, screened only within the zone of remaining contaminated soil, approximately_ <br /> 15 to 45 feet bsg The new extraction well should be dual or triple-completed-with multiple <br /> Iwell casings, including one screened within the capillary fringe The design of this extraction J <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.