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3500 - Local Oversight Program
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PR0545734
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Entry Properties
Last modified
6/5/2020 1:20:26 PM
Creation date
6/4/2020 2:57:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545734
PE
3528
FACILITY_ID
FA0010191
FACILITY_NAME
TRACY-PONTIAC-CADILLAC-GMC TRUCK
STREET_NUMBER
2450
STREET_NAME
TOSTE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
238020-06
CURRENT_STATUS
02
SITE_LOCATION
2450 TOSTE RD
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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31 October 2002 <br /> AGE-NC Project No. 96-0254 <br /> Page 3 of 7 <br /> stained, has a petroleum hydrocarbon odor, or OVM readings above background readings will be <br /> considered impacted. <br /> It is anticipated that approximately 1,000 cubic yards (1,500 tons) of petroleum-impacted soil and <br /> approximately 800 cubic yards(1,250 tons) of potentially uncontaminated shallow subsurface soil <br /> will be excavated and stockpiled at the site. Uncontaminated "clean" shallow subsurface soil and <br /> contaminated soil will be segregated to allow differing disposal alternatives. <br /> It is proposed that "clean" soil with no observed petroleum hydrocarbon staining, odor, or OVM <br /> readings will be used to backfill the excavation. The remainder of the excavation will be backfilled <br /> to original surface grade with imported clean soil and/or AB road base material. Backfill material <br /> will be compacted with the excavation equipment.Field procedures for soil excavation activities are <br /> presented in Section 4.2. <br /> 3.3.2. Soil Sample Collection and Analysis <br /> A total of 28 soil samples will be collected from the excavation and submitted for laboratory <br /> analysis. Following RWQCB Tri-Regional Board recommendations, soil samples will be collected <br /> from each side wall of the excavation at a minimum interval of every 20 linear feet and from the base <br /> of the excavation at a minimum of one sample for every 400 square feet of excavation area. Soil <br /> samples collected from the sidewalls of the excavation will be obtained from the depth interval of <br /> previously identified petroleum hydrocarbon impacted soil (approximately 5 to 10 feet bsg). <br /> Soil samples will be collected from the impacted soil stockpile at a minimum frequency of one four- <br /> point composite soil sample for every 100 cubic yards of soil; the proposed sampling frequency is <br /> the minimum sampling frequency required for waste profiling and landfill disposal. It is anticipated <br /> that approximately 1,000 cubic yards of contaminated soil will be excavated resulting in a total of <br /> up to 10 soil stockpile samples to be submitted for laboratory analysis.Disposition of excavated soil <br /> will be determined based on the results of the proposed soil stockpile sample analysis. <br /> Field procedures for collection of soil samples are presented in Section 4.3. <br /> The samples collected from the excavation area will be analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015 modified; and <br /> • Benzene, toluene, ethyl benzene and total xylenes (BTEX) and fuel additives including <br /> mehtyl tertiary-butyl ether (MTBE), ethyl tertiary-butyl ether (ETBE), di-isopropyl ether <br /> (DIPE), tertiary-amyl methyl ether (TAME), tertiary butanol (TBA), 1,2-dibromoethane <br /> (EDB) and 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260B. <br /> Advanced GeoEnvironmental,Inc. <br />
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