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ARCHIVED REPORTS XR0011102
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3500 - Local Oversight Program
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PR0544806
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ARCHIVED REPORTS XR0011102
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Last modified
9/5/2019 8:55:01 AM
Creation date
9/5/2019 8:37:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011102
RECORD_ID
PR0544806
PE
3528
FACILITY_ID
FA0000293
FACILITY_NAME
Pershing Holdings, Inc. DBA Esclon Arco
STREET_NUMBER
1329
STREET_NAME
ESCALON
STREET_TYPE
Ave
City
Escalon
Zip
95320
APN
22510003
CURRENT_STATUS
02
SITE_LOCATION
1329 Escalon Ave
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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+.. Geological Technics inc. Page 2 <br /> City of Escalon <br /> Project No. 750.3 <br /> October 31,2000 <br /> GNP <br /> from borehole to borehole. A couple of non-continuous clay layers were encountered in a <br /> few of the boreholes. <br /> 1.2 Site Hydrology <br /> As of yet, monitoring wells have not been installed at the site therefore site-specific data is <br /> not availa e for groundwater gradient direction and slope. During the drilling of the <br /> previous boreholes, groundwater was encountered at 60-61 feet. The capillary fringe appears <br /> to extend less than 2 feet from the groundwater Ievel. The soil was generally moist from the <br /> surface to the groundwater interface. <br /> 2.0 VAPOR EXTRACTION—REMEDIAL ACTION <br /> Soil vapor extraction has proven to be an effective in situ remedial method for soils of a <br /> permeable nature and can also be used to mitigate volatile hydrocarbons in groundwater by <br /> drawing air through permeable geologic units above the capillary fringe. <br /> �. Vapor extraction is the process of removing volatile organic compounds in the subsurface by <br /> drawing air through the subsurface sediments, which allow a transfer of chemical mass from <br /> the liquid state to the vapor state. As vapor, the chemicals are removed from the subsurface <br /> in the extraction air stream and destroyed aboveground via thermal oxidation. <br /> It has been shown by Beckett and Huntley (Ground Water Vol. 32,No. 2, March-April 1994, <br /> Published by the National Ground Water Association), that not only horizontal flow of air in <br /> the subsurface, but also vertical flow is an important component of soil vapor extraction <br /> remedial process. This is especially true for mitigation of low permeable units such as silts <br /> and clays. This site is primarily sand, which is course-grained sediment. <br /> 2.1 Proposed Vapor Extraction Wells <br /> No additional vapor extraction wells (VEW) are proposed at this time. Data from the pilot <br /> test suggests that the vadose zone beneath the site is under the influence of the existing vapor <br /> extraction wells. <br /> 2.2 Proposed Air Recharge Wells <br /> The existing groundwater monitoring wells and unused vapor extraction will be used for air- <br /> recharge wells by fitting them with breather caps. The breather caps will be constructed so as <br /> to not allow rainwater to enter the wells. <br /> 2.3 Piping and Manifold System <br /> v <br /> It is proposed that the vapor extraction and treatment system unit (VETS - a blower and <br /> thermal oxidizer) be placed, west of the former UST location, on the:north side of the <br /> ,., building, for the purpose of maximum cost effectiveness of installation and operation. <br /> The PVC piping will be connected from the piping of the vapor extraction wells to the VETS <br /> enclosure via an underground trenching and piping system. A manifold valve unit will be <br /> used to control the direction of vapor extraction. The piping will be 3 inch inside diameter to <br /> ,. reduce the amount of airflow lost to friction. <br />
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