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ARCHIVED REPORTS XR0011114
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3500 - Local Oversight Program
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PR0544806
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ARCHIVED REPORTS XR0011114
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Last modified
9/5/2019 8:57:06 AM
Creation date
9/5/2019 8:39:07 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011114
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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EHD - Public
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t.. G�olagrcal%dmics Inc. Page 5 <br /> City of Escalon <br /> Soil&Groundwater Report <br /> Project No. 750.2 <br /> March 15, 1999 <br /> HP-5, only 30 feet from HP-1, contained low levels of BTEX and moderate to low levels of <br /> MTBE and TBA. <br /> Once the contaminant reached groundwater, it spread out laterally, impacting the <br /> groundwater at HP-1, HP-2, HP-4 & HP-5. From review of the groundwater analytical data <br /> there does not appear to be a preferential spread of the groundwater plume in one direction as <br /> a result of a groundwater gradient direction. With HP-3 & 6 non-detect, it appears that the <br /> groundwater plume may not be very large. <br /> 4.0 CONCLUSIONS & RECOMMENDATIONS <br /> Conclusions <br /> 1. The majority of mass of soil contamination is localized around HP-1 in the upper 20 to 25 <br /> �. feet of soil. <br /> 2. Elevated concentrations of MTBE and TBA are present at the site. <br /> 3. BTEX, TPH-G and MTBE have impacted groundwater at low concentrations. <br /> 4. Groundwater was at 60-61 feet bgs during the February site investigation. <br /> �. 5. Groundwater gradient is unknown for the site. <br /> Recommendations <br /> To provide protection from further degradation of groundwater by these contaminants, the <br /> following recommendation is made. <br /> - 1. The soil should be excavated down to a depth of approximately 20 to 25 feet in the <br /> @. %woo vicinity of HP-1. This would remove the largest mass of contamination that otherwise <br /> would continue to leach into the groundwater. <br /> 2. Due to limited space at this site, the excavated soil should be pre-qualified for disposal at <br /> Forward Landfill and transported there immediately. if this is not possible, then an area <br /> for stockpiling the excavated soil should be investigated. <br /> 3. Confirmation samples and air quality monitoring samples should be collected during the <br /> excavation and a closure report prepared. This report should include: <br /> • calculations of the estimated mass of contaminants removed <br /> • calculations of the mass of residual chemicals in the soil and groundwater <br /> • evaluation of the need for additional groundwater investigation and evaluation of risk <br /> the residual chemicals pose to public health of the environment. <br /> 5.0 LIMITATIONS <br /> This report was prepared in accordance with the accepted standards and practices of the field <br /> of environmental geology, groundwater hydrology and good business practices. It should be <br /> recognized that definition and evaluation of environmental conditions is a difficult and <br /> inexact science. Judgments leading to conclusions and recommendations are generally made <br /> with an incomplete knowledge of the site-specific conditions present. <br /> The tasks proposed and completed during this project were reviewed and approved by the <br /> local regulatory agency for compliance with the law. No warranty, expressed or implied, is <br /> made. <br />
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