Remedial Investigation Report (Draft)

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Remedial Investigation Report (Draft) Prepared for: Prepared by: Pepco and Pepco Energy Services AECOM Washington, D.C. Beltsville, Maryland February 2016 REMEDIAL INVESTIGATION REPORT (DRAFT) Benning Road Facility 3400 Benning Road, NE Washington, DC 20019 REMEDIAL INVESTIGATION REPORT (DRAFT) Benning Road Facility 3400 Benning Road, N.E. Washington, DC 20019 PREPARED FOR: Pepco and Pepco Energy Services 701 9th Street, NW Washington, DC 20068 PREPARED BY: AECOM 8000 Virginia Manor Road, Suite 110 Beltsville, MD 20705 February 2016 AECOM Project Team ________________________________ ________________________________ Robert Kennedy Betsy Ruffle Data Management and Forensics Lead Human Health Risk Assessment Lead ________________________________ ________________________________ Maryann Welsch Helen Jones Ecological Risk Assessment Lead Background Data Evaluation Lead ________________________________ ________________________________ Ben Daniels John Bleiler Field Operations Lead and Report Compiler Senior Technical Reviewer ________________________________ Ravi Damera, P.E., BCEE Project Manager ES-1 Executive Summary This draft Remedial Investigation Report presents the results of recently completed environmental investigation activities at Pepco’s Benning Road facility (the Site), located at 3400 Benning Road NE, Washington, DC. The Remedial Investigation and Feasibility Study (RI/FS) Study Area consists of a “Landside” component focused on the Site itself, and a “Waterside” component focused on the shoreline and sediments in the segment of the Anacostia River adjacent to and immediately downstream of the Site. A significant number of sediment quality studies have been completed within the Anacostia River. The findings of these studies consistently show the presence of PCBs, PAHs, organochlorine pesticides, and metals in sediment samples collected from up and down the 8.4 mile-long stretch of Anacostia River in DC. For decades, there has been a broad recognition that the water quality and sediment quality in this urban river is degraded due to a variety of factors, including shoreline habitat degradation, point sources, non-point sources, combined sewer overflows, input from tributaries, atmospheric deposition, storm water runoff, and refuse disposal practices. The Pepco Benning Road Facility was identified by DOEE as one of six sites along the lower Anacostia River suspected to be a significant source of contaminants in the river. The RI/FS work has been conducted under the framework of a Consent Decree that documents an agreement between Pepco and the District of Columbia (District) which is part of the District’s larger effort to address contamination in and along the Anacostia River. The RI field activities were conducted in accordance with the RI/FS Work Plan and two Work Plan Addenda approved by the DOEE. The principal field activities were conducted between January 25, 2013 and December 31, 2014, and included sampling of landside soils, groundwater, storm drains, and Anacostia River sediment and surface water. The purpose of the RI/FS is to: (a) characterize environmental conditions within the Study Area, (b) investigate whether and to what extent past or current conditions at the Site have caused or contributed to contamination of the River, (c) assess current and potential risk to human health and the environment posed by conditions within the Study Area, and (d) develop and evaluate potential remedial actions, as may be warranted. This draft RI Report addresses the first three objectives. The FS Report will address the development and evaluation of potential remedial actions. The RI samples were analyzed for a broad suite of analytes, including metals, volatile organic compounds (VOCs), semivolatile organic compounds (SVOCs), polycyclic aromatic hydrocarbons (PAHs), total petroleum hydrocarbons Benning Road Facility DRAFT February 2016 RI Report ES-2 (TPH), pesticides, polychlorinated biphenyls (PCBs) and dioxins and furans. Project data quality objectives established in the Quality Assurance Project Plan (QAPP) were met, and over 99.9% of the laboratory results were deemed valid and usable for project decisions. The RI results are summarized below for the Landside and Waterside areas of investigation. The following discussion addresses the constituents of interest (COI) that were identified based on comparison of Study Area sampling data to conservative risk-based screening values. Landside Investigation Area A total of eighteen Target Areas (TAs) were investigated in the Landside Investigation Area. The major Landside findings are as follows: Many of the inorganics and all of the pesticides, VOCs, and SVOCs (except for a limited number of PAH compounds) that were detected in Site surface and subsurface soils were present at concentrations below their respective screening levels. The COI identified in Landside soils include a limited number of inorganics, PAHs, petroleum hydrocarbons in the aboveground storage tank (AST) area, PCBs, and dioxins and furans (surface soil only). Additional field investigation is necessary to understand Site contributions to the observed COIs. A limited number of metals, VOCs (primarily PCE and its daughter products), PAHs, pesticides, dioxins and furans, and PCBs were detected in groundwater above screening levels. PCE in the vicinity of DP-09 is not considered to be Site-related. However, the source of PCE concentrations observed in MW-01 and MW-02 in the southwest corner of the Site is not known, and an additional field investigation will further address these detections. The low levels of hydrophobic organics (i.e., PAHs, pesticides, PCBs, and dioxins and furans) observed are likely associated with turbidity in the groundwater samples. In an upcoming additional field sampling phase, affected groundwater monitoring wells will be redeveloped and resampled to confirm the effect of sample turbidity on groundwater COI concentration levels. Several metals, PAHs, TPH, low levels of pesticides, and PCBs were detected in storm drain residue and water samples. In general, the PCB levels in the storm drain residue samples were significantly lower than levels detected during previous investigations. No non-aqueous phase liquids (NAPL) were observed in Site soils or groundwater. Preliminary forensic analysis suggests that PAHs in site soils are predominantly from combustion-related sources (pyrogenic) rather than fuels (petrogenic). This predominantly pyrogenic pattern is consistent with PAHs from urban background sources, such as vehicular exhaust and road runoff that have been reported in other urban rivers and waterways. Preliminary forensic analysis also indicated that the composition of PCBs detected at the Site differs from the composition of PCBs detected in Anacostia River sediments. Benning Road Facility DRAFT February 2016 RI Report ES-3 Additional follow-up forensic analyses will be needed to better define offsite versus onsite sources of PAHs and PCBs. An additional investigation is necessary to delineate the COI exceedances observed in this investigation. The additional investigation is needed in multiple locations including, but not limited to the following: o PCB impacts in soils around the cooling tower concrete basins (TA #5); o Petroleum impacts from historical spills in the AST area (TA #13); and o PCE in the vicinity of DP-09 is not considered to be Site-related. However, the source of PCE concentrations observed in MW-01 and MW-02 in the southwest corner of the Site is not known, and an additional field investigation will further address these detections. The additional field investigation will be documented in an addendum to the RI/FS Work Plan that will be reviewed and approved by DOEE prior to its implementation. Waterside Investigation Area The Waterside Investigation Area focused on sediment and surface water adjacent to the Site, as well as ten background locations in the Anacostia River. The major Waterside findings are as follows: Several metals, pesticides, PAHs, PCBs, and dioxins and furans exceed ecological screening levels in sediment in the Waterside area of investigation. An evaluation of background conditions using Site-specific data indicates that the levels of most COI in surface sediment in the Study Area are consistent with Site- specific background conditions, although a few inorganics, PCBs, and dioxins and furans may be locally elevated relative to Site-specific background. The elevated levels of these constituents are generally located in the cove of the River into which Outfall 013 from the Site and three other discharge pipes not associated with the Site (referred to as non-Pepco outfalls) discharge. The levels of constituents in Study Area surface water are below ecological screening levels, with the exception of dissolved barium, two PAH compounds, and 4,4’-DDT. However, Study Area concentrations of these COI are consistent with Site-specific background. Based on an evaluation of fish tissue data collected by the District and the state of Maryland in support of consumption advisories, PCB levels in fish tissue are similar throughout the Anacostia River. Similar PCB levels were observed in species caught in the three reaches that were sampled, including the Lower Anacostia (from the confluence with the Potomac to the CSX railroad bridge), Upper Anacostia (from the CSX railroad bridge to the DC-Maryland state line, which includes the stretch adjacent to the Site), and the Benning Road Facility DRAFT February 2016 RI Report ES-4 upstream reach in Maryland. These findings
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