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COMPLIANCE INFO_PRE 2019
Environmental Health - Public
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PR0505986
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COMPLIANCE INFO_PRE 2019
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Last modified
5/14/2019 11:42:08 AM
Creation date
11/1/2018 12:48:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0505986
PE
2220
FACILITY_ID
FA0005785
FACILITY_NAME
SFPP LP (STOCKTON TERMINAL)
STREET_NUMBER
2947
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
14503010
CURRENT_STATUS
01
SITE_LOCATION
2947 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\N\NAVY\2947\PR0505986\COMPLIANCE 1988 - 2015.PDF
QuestysFileName
COMPLIANCE 1988 - 2015
QuestysRecordDate
9/8/2017 8:18:45 PM
QuestysRecordID
3631569
QuestysRecordType
12
QuestysStateID
1
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EHD - Public
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8 LFR 0 0 <br /> 20 cubic yard, covered roll-off bins. Excavated soil will be profiled prior to disposal at an offsite <br /> facility. <br /> Product Sampling Activities <br /> To evaluate the type(s) of refined petroleum products released from the failed back pressure valve, <br /> a product sample (PS-1) was collected on July 24, 2006 into 40-milliliter VOA vials from a hand- <br /> dug sump within the backfill material approximately 20 feet southeast of the release location and <br /> adjacent to the firewall (Figure 2). The collected samples were submitted to Alpha Analytical <br /> (Alpha), a California state-certified laboratory, and are currently being analyzed for fuel <br /> characterization. <br /> Proposed Soil Sampling Activities <br /> As required by the Occupational Safety and Health Administration (OSHA) 29 CFR 1910.120, <br /> Hazardous Waste Operations and Emergency Responses, LFR has previously prepared a site <br /> Health and Safety Plan (HSP) to conduct field activities at the Site. This HSP contains information, <br /> precautions, and procedures for the scope of work detailed below. <br /> The soil sampling activities will include the collection of samples from across the footprint of the <br /> excavation activities on approximately twenty-foot centers. Two soil samples will be collected <br /> from each location; one sample from a depth of 0-0.5 feet below the excavated ground surface and <br /> one sample from a depth of 1-1.5 feet below the excavated ground surface. Soil sample locations <br /> will target areas where soil excavation occurred at depths below the gravel layer. <br /> Confirmation soil samples will be collected in 2-inch-diameter brass or stainless steel liners using <br /> hand-sampling equipment or by hand-pressure. After collection, each sample will be properly- <br /> labeled and placed in an ice-chilled cooler for subsequent transport to a California state-certified <br /> laboratory for analysis under standard chain-of-custody protocol. <br /> As observed during the site visit on July 24, 2006, limited residual product released from the back <br /> pressure valve is likely present beneath the concrete containment pad beneath the valve assembly <br /> and will not be excavated in order to not compromise the integrity of the pad. To assess what <br /> residual concentrations of petroleum hydrocarbons may be present in soil immediately beneath the <br /> concrete pad, one sidewall soil sample will be collected from beneath each sidewall of the pad. <br /> All soil samples will be analyzed for TPH -jet fuel range organics, TPH - diesel range organics, <br /> and TPH-gasoline range organics using EPA Method 8015M and the 5 oxygenates (MTBE, ETBE, <br /> DIPE, TAME, TBA) and BTEX compounds using EPA Method 8260B. <br /> Equipment that comes into contact with potentially affected soil or water will be decontaminated to <br /> assure the quality of samples collected. Disposable equipment intended for one-time use will not be <br /> decontaminated, but will be packaged for appropriate disposal. Decontamination will occur before <br /> and after each use of a piece of equipment. Sampling devices used will be decontaminated using <br /> the following procedures: <br /> 3 <br />
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