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SITE INFORMATION AND CORRESPONDENCE_1992
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PR0506824
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SITE INFORMATION AND CORRESPONDENCE_1992
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Last modified
4/7/2020 2:59:29 PM
Creation date
4/7/2020 2:38:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1992
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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Antonia K.J. Vorster -2- 16 April 1992 <br /> Camilla Williams <br /> 3. Removal rates of TCE from soils were calculated assuming an additive effect <br /> from all vapor extraction wells. This assumption is probably an over <br /> simplification and does not consider the effects of zones of stagnation <br /> from competing vapor extraction wells. <br /> 4. Based on the analytical results from the vapor extraction well air samples, <br /> concentrations of TCE above 1,000,000 p g/m' were detected prior to <br /> treatment. These elevated concentrations may indicate the presence of neat <br /> liquid (Nonaqueous phase liquids or NAPLs) in the soil column. If this is <br /> the case, the estimated mass of VOCs in the soil column may be <br /> underestimated and the length of time for soil remediation may increase <br /> significantly over original estimates. <br /> 5. The report failed to discuss impacts associated with shallow ground water <br /> containing volatile organic compounds (VOCs) on the operation of the SVE <br /> system. The impact of contaminated ground water on the SVE program needs <br /> to be investigated further. If shallow ground water contains VOCs, the <br /> concentration of chemicals in the ground water must be considered. This <br /> will probably impact the design of the soil remediation system because the <br /> total mass of contaminants in the vadose zone and ground water is difficult <br /> to estimate and the time it will take to remediate the vadose zone is <br /> difficult to predict. Also, there are additional design considerations if <br /> ground water is being extracted through a pump and treat system in <br /> conjunction with SVE because the vertical extent of the vadose zone needing <br /> remediation will increase as the water table drops. <br /> 6. During remediation or future pilot studies, I recommend that Sharpe monitor <br /> vapor flow, vapor pressure, vapor chemical concentration and composition, <br /> ground water elevation, and in-situ soil gas vapor concentration and <br /> composition. These parameters must be monitored so that the SVE system <br /> design can be optimized. These data also are needed during operation of <br /> the SVE system to allow the operator to determine if or when the system <br /> operation (flow rates, pulsing, etc.) should be varied or when ultimate <br /> vadose zone cleanup levels are close to being met. <br /> 7. ESE performed an analysis of offgas treatment alternatives and recommended <br /> thermal oxidation based mainly on costs. In my opinion, the estimated <br /> costs for carbon adsorption and thermal oxidation ($260,000 and $222,785 <br /> per year, respectively) are essentially the same. Therefore, I recommend <br /> carbon adsorption because solvents can be recycled. Also, carbon <br /> adsorption does not produce air emissions such as HCI and CO2, that are <br /> produced during the thermal oxidation process. <br /> DOUBLE RING INFILTROMETER (DRI) TESTS <br /> The DRI tests were conducted in accordance with the work outlined in the original <br /> work plan. ESE concluded that although soil flushing will remove TCE in the soil <br /> column, it is not as efficient nor as responsive as vapor extraction for the in-situ <br /> remediation of contaminated soils. ESE ruled out the use of soil flushing as an in- <br /> situ remediation technology at Sharpe. <br />
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