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ARCHIVED REPORTS_XR0002131
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PR0545213
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ARCHIVED REPORTS_XR0002131
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Last modified
1/27/2020 5:06:32 PM
Creation date
1/27/2020 4:45:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002131
RECORD_ID
PR0545213
PE
3528
FACILITY_ID
FA0005338
FACILITY_NAME
J B TERMINAL CO
STREET_NUMBER
6700
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
6700 GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Workplan for Soil Excavation <br /> J B Terminal/Blincoe Trucking <br /> 6700 Grantlme Road, Tracy, CA <br /> Protect No W0322 01 <br /> Page 2 <br /> and October 15, 1992 petroleum hydrocarbon analytes were detected in wells MW2 and MW4, <br /> respectively ) Water elevation data is summarized on Table 3 <br /> Based upon the fact that petroleum hydrocarbon contamination left in place is impacting the <br /> groundwater during the irrigation season RESNA Industries, on behalf of our client, <br /> recommends the removal of the impacted soil <br /> SCOPE OF WORK <br /> The following scope of work is based upon the information outlined above The work is <br /> designed to remove impacted soil in the vicinity of the former tank and product lines (Figure 2) <br /> All field work will be performed under the supervision of RESNA personnel in accordance with <br /> the Site Safety Plan (Attachment 1) <br /> Soil Excavation and Sampling <br /> . To prevent residual petroleum hydrocarbon contaminants in the soil from acting as a source of <br /> degradation to the groundwater, the soil in the vicinity of the former storage tank and product <br /> lines will be excavated Depth to groundwater is approximately 12 feet below grade at this time <br /> of year therefore the anticipated total depth of excavation will be less than 12 feet A backhoe <br /> capable of excavating to 15 feet below grade will be used for excavation it is estimated that <br /> 150-200 cubic yards of soil will be excavated If possible, clean overburden will be separated <br /> from contaminated soil prior to stockpiling on site Excavated soil will be underlain and covered <br /> with plastic sheeting A Photoionization Detector (PID) will be used during excavation to assist <br /> in evaluating the lateral extent of soil impaction Backfilling of the tank pit will be accomplished <br /> using pea gravel to within five feet of the surface, engineered fill in one foot lifts to 2 feet below <br /> grade and road base with asphalt capping to grade <br /> Following excavation four confirmation sidewall samples will be collected from the excavation <br /> The exact number and locations of the samples will be determined in the field under direction <br /> of San Joaquin County Environmental Health Division <br /> All verification soil samples will be collected from the backhoe bucket at least three inches <br /> below the surface of the soil The samples will be collected in prewashed brass liners Each <br /> liner will be sealed with a Teflon sheet and plastic caps, sealed in air-tight bags, and preserved <br /> on ice pending shipment to RESNA Environmental Laboratory, certificate ##1211 <br /> Soil samples will be transported under chain-of-custody to the laboratory for analysis for <br />• benzene, toluene, ethylbenzene, xylenes (BTEX), and total petroleum hydrocarbons as gasoline <br /> WP-0293 U <br />
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