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ARCHIVED REPORTS_XR0010479
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3500 - Local Oversight Program
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PR0540821
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ARCHIVED REPORTS_XR0010479
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Last modified
5/18/2020 10:39:01 AM
Creation date
5/18/2020 10:26:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010479
RECORD_ID
PR0540821
PE
2960
FACILITY_ID
FA0023401
FACILITY_NAME
FORMER GREER CONSTRUCTION
STREET_NUMBER
15634
STREET_NAME
STEINEGUL
STREET_TYPE
RD
City
ESCALON
Zip
95320
CURRENT_STATUS
01
SITE_LOCATION
15634 STEINEGUL RD
P_LOCATION
06
QC Status
Approved
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EHD - Public
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5.0 CONCLUSIONS/RECOMMENDATIONS <br /> SBased on field observations and analytical data from the Site,we present the following <br /> conclusions regarding petroleum hydrocarbon impact to soil and groundwater in the vicinity of <br /> Ithe former USTs <br /> • The maximum depth of petroleum hydrocarbon-impacted soil is approximately 95 feet <br /> bgs <br /> • Some lateral migration of petroleum hydrocarbons occurred within a sandy unit between <br /> approximately 30 feet and 45 feet bgs Analytical data for soil samples from B-2, MW-1, <br /> and MW-2 suggest that hydrocarbons attenuate to non-detectable concentrations in the <br /> sandy unit within 25 feet south of B-2, and within 55 feet west of B-2 <br /> • The lateral extent of hydrocarbon migration to the north and east in the sandy unit has not <br /> been established,but is likely consistent with migration in other directions <br /> • Petroleum hydrocarbons have unpacted groundwater beneath the Site Based on <br /> analytical results, the highest hydrocarbon concentrations were encountered in MW-2, <br /> with 27,000 ,ug/L TPHg and 4,800,ug/L Benzene The northwest boundary of the plume <br /> of impacted groundwater is in the vicinity of monitoring well MW-3 The west, east, and <br />! south margins of the plume have not been defined <br /> • Petroleum hydrocarbons have not been detected in the domestic well at the Site <br /> • Groundwater elevation data for the Site indicates that groundwater flow is toward the <br /> domestic well <br /> BSK recommends that additional monitoring wells be installed to define the west, south, and east <br /> margins of the plume of impacted groundwater BSK further recommends that a_agjLyVor <br /> extraction (SVE) pilot study be conducted at the Site to assess the feasibility of implementing <br /> interimremediation by SVE Recommended well locations are shown on Figure 4 as <br /> MW-5,MW-6, MW-7, and VEW-1 The well identified as VEW-1 should be completed as a <br /> vapor extraction well, for use during the pilot study and potentially for Site remediation The <br /> existing monitoring wells would serve as observation wells for the SVE pilot study <br /> Monitoring of the domestic well and monitoring wells and should continue The domestic <br /> well should be sampled monthly and the monitoring wells should be monitored quarterly <br />! Groundwater samples should continue to be analyzed for TPHg and BTEX using EPA Method <br /> 8015/8020 (Modified) and for fuel oxygenates using EPA Method 8260 <br /> r <br /> 6.0 LIMITATIONS <br />' This report has been prepared for the exclusive use of Mr Raymond Greer Unauthorized use of <br /> or reliance on the information contained in this report by others, unless given the express written <br /> consent by BSK & Associates, is prohibited The conclusions presented in this report are <br /> professional opinions based on the indicated data described in this report This report has been <br /> prepared in accordance with generally accepted methodologies and standards of professional <br /> Intenm Report-07400178-May 1999 6 <br />
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