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ARCHIVED REPORTS_XR0012593
Environmental Health - Public
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PR0545542
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ARCHIVED REPORTS_XR0012593
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Last modified
3/13/2020 12:49:12 PM
Creation date
3/13/2020 11:29:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012593
RECORD_ID
PR0545542
PE
3528
FACILITY_ID
FA0004254
FACILITY_NAME
ESCALON PREMIER BRANDS
STREET_NUMBER
1905
Direction
S
STREET_NAME
MCHENRY
STREET_TYPE
AVE
City
ESCALON
Zip
95320
APN
22514059
CURRENT_STATUS
02
SITE_LOCATION
1905 S MCHENRY AVE
P_LOCATION
06
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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13 July 1992 <br /> (GeoAudit CV 55-59 E2-1.32) <br /> Page 7 of 8 <br /> Both methods will require additional sampling in order to meet <br /> regulatory and/or disposal facility requirements and would require <br /> proper certification. Tile preferred on-site treatment method would <br /> be bioremediation. <br /> The site is underlain by bedded sand and silt. The upper sand bed <br /> is tine grained and moderately weathered and oxidized. It is <br /> separated from a lower, less weathered and coarser-grained sand bed <br /> by a thin, slightly consolidated silt bed. A thicker silt bed <br /> underlies the lower sand bed at a depth of 25 feet. <br /> Eleven soil borings have been drilled, and the lateral and vertical <br /> extent of soil contamination have been delineated. At its maximum <br /> extent, the contaminant plume extends 10-15 feet beyond the walls <br /> of the vault. Tpand no c ntam nat ion r was detected both below aadepal <br /> hof <br /> and vertically, <br /> 23 feet. <br /> The present depth to groundwater is estimated to be in excess of 60 <br /> feet, implying that approximately 40 feet of uncontaminated soil <br /> are present between the contaminant plume and groundwater. <br /> Groundwater levels have dropped several feet in recent years, but <br /> in 1988 the depth to groundwater still exceeded 50 feet. Should the <br /> water level return to its former position in the future, more than <br /> 25 feet of uncontaminated soil would still separate the <br /> contamination from groundwater. The upper several feet of this <br /> "buffer zone" consist of coarse-grained and permeable sand, but at <br /> least one silt bed that is more than 5 feet thick is prevent <br /> beneath tlis sand bed. <br /> We believe that the buffer zone of uncontaminated soil will prevent <br /> the contamination from leaching downward and contaminating <br /> groundwater. Heating oil is a high-hydrocarbon, low-viscosity <br /> is relatively immobile and non-volatile. In <br /> petroleum product that <br /> addition, the entire area around the heating oil vault is surfacer <br /> with concrete, preventing infiltration of rainwater and reducing <br /> the potential for leaching of contaminants. we therefore recommend <br /> allowing the contamination to remain in place. <br /> Neither removing nor treating the contamination are feasible <br /> alternatives. Access is limited around the vault area, making it <br /> impossible to use a backhoe or excavator to remove the contaminated <br /> soil without first demolishing the men's restroom and the cooling <br /> tower equipment on its roof. Due to the heavy nature of the <br /> and would <br /> contaminants,.....-in-situ---treatment--would-_-be.._diff.icult., _...._ _ -..___._ _. <br /> require the installation of bio-remedial wells in a heavily <br /> trafficked area. In addition, in-situ bioremediation would be of <br /> limited effectiveness in the consolidated silt bed, where the <br /> highest TPH levels are present. <br />
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