My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0000188
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
B
>
1603
>
3500 - Local Oversight Program
>
PR0543430
>
ARCHIVED REPORTS XR0000188
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2019 11:28:28 AM
Creation date
2/5/2019 9:49:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000188
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
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.
/
136
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
SECTION 6.0 CONCLUSIONS AND RECOMMENDATIONS <br /> © A limited vapor extraction pilot test was conducted by GEOCON in August 1996 (GEOCON, <br /> 1996) to evaluate the feasibility of using SVE as a remedial alternative at the Shop 10 site <br />' The results of the SVE pilot test predicted that SVE could be used to reduce volatile <br /> petroleum hydrocarbon mass in soil and that the radius of influence is approximately 35 feet <br /> This study was conducted using one extraction well screened across more permeable sand <br />' zones and less permeable fine-grained zones The test did not evaluate pore volume exchange <br /> rates in less permeable zones, therefore, the radius of influence and mass removal rates may <br /> be less than those estimated by GEOCON <br /> o The mass of TPH-g and benzene in soil (based on data collected during the EA and <br /> GEOCON previous investigations) has been estimated to be approximately 1,500 kg (3,300 <br /> pounds) and 10 kg (22 pounds), respectively <br /> o The mass of TPH-g and benzene in groundwater (based on September 1999 sampling data) <br /> has been estimated to be approximately 110 kg (240 pounds) and 20 kg (44 pounds), <br /> respectively <br /> 6.2 RECOMMENDATIONS <br /> Based on the above conclusions and the objective of this report, the following recommendations are <br /> provided <br /> o To further assess TPH-g and BTEX concentrations with depth across the site, additional <br /> groundwater samples should be collected at different depths in the groundwater columns of <br /> onsite wells The sampling may be designed to evaluate groundwater at the historical water <br /> table depth coincident with the highest historical TPH-g and BTEX concentrations <br /> o To vertically delineate petroleum hydrocarbons in groundwater, additional subsurface <br /> sampling should be conducted around the former USTs and the wells with elevated TPH-g <br /> and BTEX concentrations A Cone Penetrometer Test (CPT) ng equipped with a Hydropunch <br /> for groundwater sampling may be used to collect stratigraphic data as well as dissolved <br /> petroleum hydrocarbon data Vertical groundwater sampling may be conducted at depths at <br /> Iwhich historical high concentrations of petroleum hydrocarbons in soil and groundwater have <br /> been detected <br /> © To further evaluate natural attenuation at the site, a sampling program may be designed to <br /> assess microbial activity and natural degradation of petroleum hydrocarbons in soil and <br /> groundwater At a minimum, soil samples may be collected using a CPT ng (or Geoprobe) at <br /> depths consistent with the depth at which petroleum hydrocarbons were previously detected <br /> in soil and groundwater Soil samples may be collected with depth and analyzed for <br /> petroleum hydrocarbons, microbial activity (e g , total heterotrophic plate counts and <br /> S IPROA41040100041SHOP101SHOP10SADQC 6-2 URS Greiner Woodward Clyde <br />
The URL can be used to link to this page
Your browser does not support the video tag.