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ARCHIVED REPORTS XR0000247
Environmental Health - Public
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000247
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Last modified
2/5/2019 2:39:28 PM
Creation date
2/5/2019 1:10:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000247
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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SECTION 6.0 CONCLUSIONS AND RECOMMENDATIONS <br /> ® A limited vapor extraction pilot test was conducted by GEOCON in August 1996 <br /> (GEOCON, 1996b) to evaluate the feasibility of using SVE as a remedial alternative at the <br /> Stockton Yard The results of the SVE pilot test predicted that SVE could be used to reduce <br />' volatile petroleum hydrocarbon mass in soil (estimated rate of) and that the radius of <br /> influence is approximately 35 feet This study was conducted using one extraction well <br /> screened across more permeable sand zones and less permeable fine-grained zones The test <br /> did not evaluate pore volume exchange rates in less permeable zones, therefore, the radius of <br /> influence and mass removal rates may be less than those estimated by Geocon <br /> g <br /> o <br /> The mass of TPH- and benzene in soil (from the GEOCON and Alton Geosczence <br /> investigations has been estimated to be approximately 220 kg (485 pounds) and 3 6 kg <br /> (8 pounds), respectively <br /> o The mass of TPH-g and benzene, in groundwater using September 1999 sampling data, has <br /> been estimated to be approximately 2 grams (4 4 x 10' pounds) and 0 7 grams (1 5 x 10" <br /> pounds), respectively <br />' 6.2 RECOMMENDATIONS <br /> Based on the above conclusions and the objectives of this report, the following recommendations <br /> are provided <br /> o To further assess TPH-g and BTEX concentrations with depth across the site, additional <br /> groundwater samples may 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 /> • To vertically delineate petroleum hydrocarbons in groundwater, additional subsurface <br /> sampling may be conducted around the former USTs and the wells with elevated TPH-g and <br /> BTEX concentrations A Cone Penetrometer Test (CPT) ng equipped with a Hydropunch for <br /> 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 /> ' which 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 /> S IPROJ141040700041SYVARDIMAINTYAROSADOC 6'2 <br /> URS Greiner Woodward Clyde <br />
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