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ARCHIVED REPORTS XR0000257
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000257
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Last modified
2/5/2019 2:16:00 PM
Creation date
2/5/2019 1:30:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000257
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
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WNg
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EHD - Public
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Project No 58100-06-11 A <br /> June 29, 1995 <br /> Pump and treat as a groundwater remediation alternative has been shown to be successful in providing <br /> ' plume hydraulic control and retarding the lateral migration and spread of impacted groundwater Factors <br /> that influence the feasibility and cost associated with pump and treat include, but are not limited to, 1) <br /> the flowrate of extracted groundwater required to gam hydraulic control of the plume, 2) the number and <br /> ' location of extraction wells required, 3) the existence of naturally occurring dissolved minerals and <br /> sediment in the groundwater and 4) site specific discharge points for extracted groundwater Typically, <br /> the performance of a groundwater pump test is necessary to evaluate aquifer characteristics and determine <br /> the required number and location of extraction wells <br /> In-situ bioremediation typically includes the extraction of groundwater to gain hydraulic control of the <br /> plume, the addition of dissolved oxygen and nutrients in an aboveground treatment plant(with or without <br />' contaminant removal) and the re-injection of groundwater into upgradient monitoring well(s) Other m- <br /> situ bioremediation variations include using air spargmg to increase the dissolved oxygen levels in <br /> groundwater, the direct injection of nutrient and microorganisms into the groundwater and the use of <br />' downgradtent trenches as bioreactors A groundwater pump test is necessary to evaluate plume capture <br /> and chemical analyses of soil below the groundwater surface is necessary to evaluate baseline levels of <br /> hydrocarbon degrading microorganisms, organic carbon,nitrogen and phosphorus For an initial feasibility <br />' and cost projection, aquifer characteristics could be assumed to evaluate groundwater pumping <br /> requirements and the necessity for nutrient and oxygen amendments can be assumed in order to evaluate <br /> in-situ bioremediation to other alternatives <br /> Because the characteristics of soil below the groundwater surface are site specific, highly variable and <br /> difficult to assess without analytical data, a final evaluation of in-situ bioremediation should be based on <br />' the collection and evaluation of biochemical data and a bench study to evaluate TPHg and benzene in-situ <br /> biodegradation rates The effectiveness and cost of air sparging is influenced by the permeability <br /> distribution of saturated zone sediments,the volatility of the compounds to be stripped from groundwater, <br />' the number and locations of air injection wells and air injection flowrate and pressure A sparge pilot test <br /> which includes a vapor extraction component is necessary to evaluate air injection rates, capture zone and <br /> injection well placement and vapor extraction requirements <br /> 74 RECOMMENDATIONS <br /> Geocon recommends that additional investigation be performed at the site to establish the lateral extent <br /> of TPHg impacts to groundwater The installation of four additional groundwater monitoring wells is <br /> recommended to attempt to establish the lateral extent of TPHg impacts The proposed well locations are <br /> depicted on Figure 6 <br /> A vapor extraction field pilot test should beerformed to obtain design criteria for P g o a soil vapor extraction <br /> system and to test the effectiveness of source removal from vapor extraction well VW-1 <br /> 15 <br />
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