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ARCHIVED REPORTS XR0012698
Environmental Health - Public
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3500 - Local Oversight Program
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ARCHIVED REPORTS XR0012698
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Last modified
10/1/2018 4:00:26 AM
Creation date
9/28/2018 4:09:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0012698
FileName_PostFix
XR0012698
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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TMorelli
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EHD - Public
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6 <br /> 7' <br /> 4.0 CONCLUSIONS ANDRECOMNII:NDQTIONS <br /> The soil boring data and analytical results indicate the following: <br /> o The silt layers beneath the site have adsorbed greater quantities of TPHg <br /> contaminants than the sandy layers. These results are consistent with the fact that <br /> fine particles, such as silt, have more surface area for adsorption of contaminants. <br /> a The soil clean-up rate would be relatively slow and be controlled by the diffusion of <br /> the TPHg vapor from the silt to the sand layers. These site conditions make <br /> prediction of cleanup time very uncertain. <br /> o TPHg contaminants were present in the groundwater. Based on the analytical results <br /> of soil boring samples taken at 66 feet,it appears that the decline of the groundwater <br /> table, from a depth of approximately 60 feet in past years, to below 66 feet, has <br /> resulted in contamination of the lower vadose zone. No soil data was obtained below <br /> 66 feet. <br /> o The vertical and lateral extent of contamination has not been completely defined <br /> from the three soil borings. used on the concentrations shown on Figure 3 and on <br /> the assumption that the contaminants have dispersed in the north-south directions <br /> similarly to the dispersion indicated in the east-west direction (Cross-section A-A'), <br /> the estimated total quantity of TPHg in the vadose soil beneath the tank <br /> emplacement is approximately 13,000 pounds. Calculations are included in <br /> Appendix C. <br /> The pilot test field data and analytical results indicate the following.- <br /> 0 <br /> ollowing:o The radius of influence of VEW-1 is adequate to extract soil vapor from a 25-30 foot <br /> radius around the well. The location of the extraction well is in the apparent source <br /> area and therefore would facilitate removal of the contaminants. <br /> o The size of the pilot blower, piping and carbon beds is adequate for full scale <br /> operation of a one extraction well system. <br /> o The calculated quantity of TPHg adsorbed by the carbon beds during the pilot test <br /> is inconsistent with the average adsorption rate, (approximately 15 pounds <br /> hydrocarbon/100 pounds carbon)specified by the manufacturer. Calculations base <br /> on va or sarn le laborato anal ses estima 40 ounds of T?Hg were <br /> removed durin the ..lot test. However, monitoring of the outlet of the first stage <br /> carbon beds wit t e PID did not, however,indicate breakthrough of VOC's. At a <br /> maximum of 10-20%rate of TPHg adsorption on activated carbon for two 220 pound <br /> carbon beds,88 pounds of TPHg contaminants would have been removed from the <br /> soil, Calculations are included in Appendix C. The reason for this discrepancy is <br /> being evaluating. <br /> 4 REMEDIATION <br /> SERVICES, INC. <br />
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