Site Report: Port Graham Village Corp. Diesel Sp
Site Name: | Port Graham Village Corp. Diesel Sp |
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Address: | 63754 Graham Road, Port Graham, AK 99603 |
File Number: | 2327.38.002 |
Hazard ID: | 1278 |
Status: | Active |
Staff: | Peter Campbell, 9072623412 peter.campbell@alaska.gov |
Latitude: | 59.350833 |
Longitude: | -151.828889 |
Horizontal Datum: | NAD83 |
We make every effort to ensure the data presented here is accurate based on the best available information currently on file with DEC. It is therefore subject to change as new information becomes available. We recommend contacting the assigned project staff prior to making decisions based on this information.
Problems/Comments
At least three sources of diesel fuel leaks from the village dock tank farm and associated piping. Harding Lawson conducted site assessment. Plans include a study and proposal to replace the existing tanks with four 25,000-gallon double walled tanks that would be set inside an earth bermed site at the existing tank location. In the 1990’s, ten above ground fuel tanks were located within a containment berm. Fuel spills were reported to the Department of Environmental Conservation in 1985. In 1991 the Port Graham Corporation (PGC) began excavating three cubic yards of visibly stained soils from three locations. Harding Lawson Associates (HLA) conducted preliminary assessment work in 1992 and reported “Site Visit, Fuel Storage Facility, Port Graham Alaska” May 6, 1992. Test pits were excavated and contamination was noted in the tank farm, along the pipe run west of the pump house and along the pipe run west of the main cannery building. In the November of 1993, HLA reported on “Port Graham Bulk Fuel System Release Investigation” November 29, 1993. The Release Investigation used backhoe test pits and field screening to investigate the tank farm area. Tidally influenced groundwater was encountered in three of the 13 test pits. Hydrocarbon sheen was noted in one of the test pits. The report concluded the diesel and gasoline contamination was present at the tank farm and below the pipeline. The eastern edge of contamination could not be determined because of the location of the cannery building. “In 1997 PGC decommissioned the AST’s, excavated and stockpiled approximately 500 cubic yards of impacted soils from within and in the vicinity of the tank farm and installed new above ground tanks. In 1998, the former Port Graham cannery was destroyed by fire. A new cannery was constructed in 1999 and included the removal of a former fuel pipeline from beneath the destroyed cannery to the dock east of the present cannery. The former fuel pipeline supplied fuel to the former dock and dock facility.” Ecology and Environment prepared “Above Ground Storage Tank Site Assessment” June 2001. The investigation was conducted adjacent to the Port Graham Corporation (PGC) tank farm after the removal of impacted soils from the tank farm. “New cannery construction included building a dike that involved placement of fill material east of the PGC AST farm. The dike is intended to prevent tidal and seismic wave erosion of the AST farm and cannery. As a result of the fill and construction activities, areas east of the existing pump house formerly exhibiting high contamination levels were covered by 9-12 feet of compacted, classified fill.” (E&E 2001) The extent of petroleum impacted soil is unknown along the trace of the former pipeline east of the tank farm to the dock. Unknown quantities of petroleum impacted soils are present at the AST farm, under buildings, under old tanks, under the new tanks, berms and under the roadway, including tideland soils. Several PAH compounds tested at the last sampling exceed current cleanup levels for migration to groundwater. This site will remain as an active site until further assessment work is conducted. Existing infrastructure will prevent complete assessment or remediation.
Action Information
Action Date | Action | Description | DEC Staff |
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6/3/1993 | Site Ranked Using the AHRM | Surface Water Exposure Index Value and surface water environments Values changed from site managers submitted form. | Former Staff |
6/11/1993 | Site Added to Database | Diesel fuel leaking from village dock. | Former Staff |
3/1/1994 | Update or Other Action | (Old R:Base Action Code = SA1R - Phase I SA Review (CS/LUST)). Reviewed consultants release investigation report and sent letter with ADEC comments. | Former Staff |
12/4/1997 | Update or Other Action | Cleanup of spill referred to VCP program. Files copied and sent to Anne-Marie. Consultant referred to VCP program. | Donald Seagren |
6/21/2001 | Site Characterization Report Approved | Letter sent to E&E requesting clarification regarding Site Assessment report. Issues were addressed by E&E | Don Fritz |
6/26/2001 | Update or Other Action | Letter sent to Clearwater Environmental requesting clarification of draft report for removal action. Numerous comments and concerns were identified. | Don Fritz |
8/30/2001 | Update or Other Action | Comments provided and a request for additional information requested for the proposed plan for thermal remediation of the stockpiled soil. | Don Fritz |
9/25/2001 | Cleanup Plan Approved | Plan to thermally remediate contaminated soils approved. | Don Fritz |
4/14/2004 | Update or Other Action | File number assigned and entered into the Fileroom DB and CS DB. | Alyce Hughey |
9/21/2005 | GIS Position Updated | Using Figure 11 from a Port Graham Bulk Fuel System Release Investigation, from Harding Lawson Associates, dated November 29, 1993, in conjunction with TopoZone Pro and the KPB Parcel Lookup, entered the coordinates for this site. Metadata includes No Topo Basemap, TopoZone Pro Street Maps, Black and White Aerial Photo, on a Medium Size Map, View Scale 1:10,000, Coordinate Datum NAD83. High degree of confidence in accuracy of location. | Alyce Hughey |
10/31/2005 | Update or Other Action | Cost recovery referral memo sent to AG's office | Don Fritz |
3/26/2008 | Exposure Tracking Model Ranking | Initial ranking with ETM completed. | Don Fritz |
3/26/2010 | Exposure Tracking Model Ranking | A new updated ranking with ETM has been completed for source area 72256 Port Graham Village Corp. Diesel. | Don Fritz |
11/16/2011 | Update or Other Action | Site transferred from Don Fritz to Peter Campbell per Paul Horwath. | Alyce Hughey |
1/20/2016 | Update or Other Action | Review site file for directors report. | Peter Campbell |
7/11/2023 | Site Characterization Workplan Approved | Review and Approve the Work Plan for Site Characterization – Port Graham Ocean Outfall Consolidation which involves excavating six test pits for testing environmental conditions in preparation for the installation of a new pipeline. | Peter Campbell |
3/19/2024 | Site Characterization Report Approved | Review and approve Site Characterization Report– Port Graham Ocean Outfall Consolidation. The Alaska Native Tribal Health Consortium (ANTHC) intends to construct sewer mains in Port Graham, Alaska. A portion of the sewer construction project will take place adjacent to an active Contaminated Site “Port Graham Village Corp. Diesel Spill.” ANTHC will excavate soil and bedrock to install a sewer pipe. Shannon & Wilson will prepare a Soil Management Plan (SMP) for potentially contaminated soil which may be encountered during the construction project in 2024. This site characterization report will be used in the creation of the SMP and to assist with identifying soil disposal options prior to the start of construction. Six test pits were advanced to depths between 1 and 8 feet below ground surface (bgs) to the west and south of the tank farm. After sample collection, test pits were backfilled with the excavated soil. Soil at the site generally consisted of sandy gravel. Bedrock was encountered in test pits TP2, TP3, and TP4 at 3.5, 1, and 4 feet bgs, respectively. Water was observed collecting on the bedrock surface in Test Pit TP3. An unmarked water line running approximately east-west was encountered and damaged at approximately 6 feet bgs in Test Pit TP1. Because there are contaminants in the utility corridor, and there are waterlines near, it is recommended that bentonite be incorporated into the backfill in the zone of impacts to retard contaminant migration in the utilidor. | Peter Campbell |
8/1/2024 | Document, Report, or Work plan Review - other | Review and approve - Soil Management Plan– Port Graham Ocean Outfall Consolidation. | Peter Campbell |
Contaminant Information
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Requirements
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No associated sites were found.