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ARCHIVED REPORTS_XR0005705
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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11396
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3500 - Local Oversight Program
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PR0545624
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ARCHIVED REPORTS_XR0005705
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Entry Properties
Last modified
11/19/2024 1:50:32 PM
Creation date
4/29/2020 1:18:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005705
RECORD_ID
PR0545624
PE
3528
FACILITY_ID
FA0003786
FACILITY_NAME
T&T TRUCKING INC
STREET_NUMBER
11396
Direction
N
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05926010
CURRENT_STATUS
02
SITE_LOCATION
11396 N HWY 99 RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Henry's Law constant is an indicator of how readily dissolved vadose zone contaminants will volatilize by a <br /> vapor extraction system <br /> Less volatile petroleum hydrocarbons may also be treated by DPE Introduction of oxygen into the <br /> subsurface during the vapor extraction process stimulates aerobic biodegradation of nonchlorinated(and <br /> ' some chlorinated)hydrocarbon compounds and can promote in situ remediation of soil contaminants that <br /> would not typically be volatilized and removed by the extraction system Biological processes have been <br /> shown to playa sigmficant role in remediation of petroleum hydrocarbons at sites employing DPE(Roth <br /> and others 1995) <br /> 4.22 Contaminant Phases <br /> ' DPE systems can be implemented to target all phases of contamination associated with a typical NAPL <br /> spall site These systems remove residual vadose zone soil contamination residing in soil gas, dissolved in <br /> soil pore-space moisture, and adsorbed to soil particles DPE also effectively removes dissolved and free- <br /> phase{both light and dense NAPL [LNAPL and DNAPL])contamination in groundwater <br /> Remediation capabilities of DPE in the vadose zone are similar to those of SVE Because it uses 1n-well <br /> ' groundwater extraction,however,higher vacuums can typically be applied at DPE sites without concerns <br /> related to groundwater upwelling As a result, DPE may also accelerate volatilization and removal of <br /> ' vadose zone contaminants over traditional SVE <br /> DPE can be implemented for remediation of the capillary fringe and smear zone VOC concentrations are <br /> typically highest in capillary fringe soils because of the tendency of LNAPL to accumulate at the water <br /> table Changes in water level move any accumulation of free product on the surface of the water table and <br /> create a smear zone of residual contamination SVE systems are typically ineffective at volatilizing <br /> contaminants in the capillary fringe and smear zone because of their high water content and low effective <br /> air-filled porosity of these soils In addition,water table upwellnng at the point of extraction in an SVE <br /> system can submerge residual contamination and prevent removal by the vapor extraction system <br /> Dewatenng from the extraction well itself not only counters upwellmg effects but results in a cone of <br /> groundwater depression A cone of depression allows soil vapor flow induced by the extraction well <br /> 4-3 <br /> 1 <br /> 1 <br />
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