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PR0009077
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WORK PLANS_PRE 2019
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Last modified
5/11/2021 3:42:10 PM
Creation date
5/11/2021 1:28:04 PM
Metadata
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Template:
EHD - Public
ProgramCode
3000 – Underground Injection Control Program
File Section
WORK PLANS
FileName_PostFix
PRE 2019
RECORD_ID
PR0009077
PE
2960
FACILITY_ID
FA0004038
FACILITY_NAME
ARCO BULK FACILITY
STREET_NUMBER
2700
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
2700 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Stantec <br /> Work Plan for Amended Bioremediation Pilot Study <br /> BP Terminal 40T <br /> November 10, 2008 <br /> Groundwater samples from AR/MW-5A were first analyzed for methyl tert-butyl ether (MTBE) <br /> during the first quarter sampling event in 1999. MTBE maximum concentrations in <br /> groundwater samples collected during the quarterly monitoring program have ranged from <br /> 290,000 pg/L in November 1999 to 18,000 pg/L in October 2006. <br /> Bioremediation treatability studies were conducted by HLA in 1991. The study included the <br /> evaluation of existing microbial populations capable of degrading petroleum hydrocarbons, <br /> evaluation of soil chemistry factors, evaluation of hydrogen peroxide stability in soil, and <br /> evaluation of nutrient supplements to accelerate the degradation of petroleum hydrocarbons. <br /> The results of this study indicated that with the addition of proper nutrients and oxygen, <br /> biological treatment of impacted soil and groundwater is technically feasible. The results of this <br /> study are included in HLAs, Phase / Bioremediation Treatability Studies (HLA, 1991). <br /> EMCON conducted a biodegradation evaluation in 1996. The scope included sampling existing <br /> wells for biodegradation indicator parameters and evaluating data consistent with the Air Force <br /> Center for Environmental Excellence protocols for assessing natural attenuation. The data <br /> showed that the plume was stable and aerobic and anaerobic biodegradation processes were <br /> removing hydrocarbon mass and had the capacity to continue removing mass. Pilot testing for <br /> biodegradation enhancement included subsurface application of oxygen releasing compound <br /> installation and biosparging. The results showed that these processes were effective in <br /> improving dissolved petroleum hydrocarbons in the A- and B-zones, but the lateral influence <br /> was limited to a radius of a few ft from the well casing over the study period (IT, September <br /> 2001). <br /> Pacific Environmental Group (PEG) incorporated the results of the natural attenuation <br /> evaluation into the Corrective Action and Management Plan (1996). The plan recommended <br /> setting a trigger boundary at Stork Road, located down-gradient of the terminal lease area and <br /> an attenuation zone at the eastern boundary of the Port of Stockton property. Natural <br /> attenuation was proposed as the approach for addressing the petroleum hydrocarbon impacts <br /> within the attenuation zone. Impacts to groundwater within the terminal lease and up-gradient <br /> of the trigger boundary would also be addressed via natural attenuation. The plan proposed <br /> maximum contaminant levels (MCLs) as the water quality objectives at the trigger boundary and <br /> a monitoring and data evaluation plan was proposed to assess concentration trends (IT, <br /> September 2001). <br /> Stantec started an Iso-Gen feasibility test at the site on June 20, 2002. Due to safety concerns, <br /> Stantec on behalf of STTC, terminated the Iso-Gen feasibility test on July 25, 2002. It was <br /> discovered that during several Iso-Gen tests, the integrity of the wires within the wells had <br /> become compromised, causing the wires to short circuit, which created a potential explosive <br /> hazard. With this new information, the test was deemed unsafe due to the high hydrocarbon <br /> concentrations within the wells and the test being performed within an active terminal (SECOR, <br /> November 2002). <br /> URS conducted an enhanced bioremediation pilot study in 2004 and 2005. Approximately 720 <br /> gallons of an aqueous nitrate/sulfate solution were prepared at the site for each injection event. <br /> The aqueous solution consisted of 137 milligrams per liter (mg/L) of sodium nitrate, 400 mg/L of <br /> sodium sulfate, and approximately 500 grams of Miracle GRO that was added as a nutrient <br /> supplement. Once the solution was prepared, the injection system was started and the solution <br /> 40T Work Plan for Amended Bioremediation Pilot Study.doc 3 <br />
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