ge corporate usa mr. richard fisher (osrr07-1) · access point 2a (ap2a) – due to the absence of...

Transmitted via Overnight Courier

April18, 2014

Mr. Richard Fisher (OSRR07-1) U.S. Environmental Protection Agency 5 Post Office Square - Suite 1 00 Boston, Massachusetts 02109-3912

Re: GE-Pittsfield/Housatonic River Site

GE Corporate

159 Plastics Avenue Pittsfield, MA 01201 USA

Former lOc Oil Pipelines at GE Plant Area (GECDlOO) Pipeline Investigation, Removal, and Capping- Completion Report

Dear Mr. Fisher:

In August 2010, the General Electric Company (GE) submitted to the United States Environmental Protection Agency (EPA) an initial plan to further address several inactive pipelines within GE's Pittsfield, Massachusetts facility that were used to distribute 1 Oc mineral oil, some of which contained polychlorinated biphenyls (PCBs). Until approximately 1964, the subject pipelines were used to distribute 1 Oc mineral oil from a central area of the facility to other locations within the facility where they were used in the manufacture of electrical equipment. Since the discontinued use of the pipelines, GE has conducted several isolated activities that involved the removal of residual liquids from the piping, and in some cases the removal of above- and below-grade pipe sections. However, a comprehensive program to identify the pipelines and remove any residual liquids was not performed.

The August 2010 plan was submitted in response to GE's October 9, 2009 notification to EPA of PCB analytical results associated with the liquid collected from a segment of the remaining pipelines. To develop the plan, GE initially reviewed historic mapping and other information related to 1 Oc oil piping, as well as the location and scope of several Prior Removal Measures (PRMs) that GE conducted between 1964 and 2009. Based on this information, the August 2010 plan proposed several activities to identify remaining pipeline segments and remove residual liquids within the pipelines.

Based on comments received from EPA and the Massachusetts Department of Environmental Protection (MDEP) on the August 2010 plan, GE submitted the final plan to EPA on June 12, 2012 (Final Plan). The Final Plan involved locating and uncovering the below-grade pipelines, opening the piping to remove any accumulated liquid, investigating the accessible pipeline segments for integrity and blockage, filling and capping the pipeline segments, and removal of the above-grade pipeline segments. GE's Final Plan was conditionally approved by EPA on July 19,2012. ARCADIS U.S., Inc. (ARCADIS), on behalf ofGE, submitted an addendum to the Final Plan to EPA on February 18, 2013, which contained figures of the modified pipeline alignment based on geophysical investigation activities (described in Section A.1 below), as well as proposed modifications related to specific access point locations; EPA comments to this submittal were provided to GE on March 11, 2013. Subsequently, GE provided revised figures to EPA on March 19, 2013, and EPA provided their approval that same day. In addition, on June 19, 2013 GE submitted the proposed ambient air

C..rpurote En" 1ronmental Proqroms

Mr. Richard Fisher April 18, 2014

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G:\GE\GE_Pittsfield_Other-Misc\Reports and Presentations\Pipeline\Revised FCR\1611411324Revised_10cLtrRpt.docx

monitoring station locations for the project to the EPA on June 19, 2013 (EPA approved the locations on the same date). Finally, on July 19, 2013, GE submitted revisions to the proposed access point locations (as further described below) at AP6, AP8, and AP9 to account for a large stand of trees, proximity of residential properties, and steep ground topography, respectively.

In accordance with Condition 2 of EPA’s approval of the Final Plan, GE has prepared this Completion Report to provide a summary of the investigation, removal, and closure activities performed, as well as information related to sampling results, off-site disposal of waste materials, and final “as-built” conditions. Pipeline investigation, removal, and closure activities were performed by Clean Harbors Environmental Services, Inc.; in coordination with other entities involved in the work activities, including GE’s field representative (ARCADIS U.S., Inc.), GE’s ambient air monitoring contractor (Berkshire Environmental Consultants, Inc. [BEC]), and EPA’s field representative (Weston Solutions, Inc. [Weston]). Work activities were conducted between July 15 and September 11, 2013. EPA’s representative, Weston, inspected the work in progress approximately each work day during the implementation of project activities.

This Completion Report includes project completion figures of the pipelines and access point locations (Attachment 1), representative photographs showing the progression of final closure activities (Attachment 2), video inspection recordings of several pipeline segments (Attachment 3), and waste disposal documentation (Attachment 4).

A. Pipeline Investigation, Removal and Closure Activities

1. Initial Identification of Pipe Locations

Prior to accessing the subsurface pipe sections at several anticipated locations, visual reconnaissance of the pipeline alignment, review of historic mapping and drawings, and geophysical investigation of the subject areas using ground penetrating radar (GPR) were performed. Based on these activities, GE identified multiple locations along the piping network where access was considered feasible. These locations are referred to as an access points (AP) and are shown on Figure 1. The anticipated limits of excavation associated with the access points were marked in the field and DigSafe System, Inc. was notified 72 hours prior to excavation activities to delineate the presence of known subsurface utilities within the area of each excavation.

As described below, and as shown on the project completion figures included in Attachment 1, several of the access point locations identified in Final Plan were modified due to actual field conditions and in consultation with EPA.

Access Point 1 (AP1) – Prior to the start of excavation activities, GPR was used to verify the location of the 2-inch diameter pipeline at Access Point AP1. However, the results of these initial efforts did not identify a definitive location of the pipeline in this area. As a result, three trenches were excavated along the southwest side of the former Building 9-G foundation in an effort to locate the pipeline. Two 2-inch diameter pipes were identified during these excavations. Efforts to trace the alignment of these pipes toward Access Point AP2 were made; however, the GPR equipment could not detect the pipes at a distance greater than 10 feet beyond the trench excavations. These excavations were backfilled and the surfaces restored. As shown on Figure 2, the end of the pipeline associated with Access Point AP1 was identified near the southwest corner of former Building 9-G following inspection of the pipeline at Access Point AP1A (described below).


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Access Point 1A (AP1A) – Using GPR and low voltage electrical current, the location of the 2-inch diameter pipeline from Access Point AP2A was traced (described below) to a location approximately 265 feet to the east and 210 feet to the north. The 2-inch diameter pipeline was confirmed in an excavation conducted at this location, identified as Access Point AP2B (Figure 2). However, it was observed that the pipeline had previously been removed in an area where an existing water line crossed the pipeline. A location on the opposite side of the water line was then excavated, identified as Access Point AP1A (Figure 2), in which the other end of the pipeline was identified.

Access Point 2 (AP2) – In an effort to locate the two 4-inch diameter pipelines and one 2-inch diameter pipeline at Access Point AP2, a small area (approximately 10 square feet) was excavated north of Merrill Road in the Building 100 parking lot. This location was selected based on a review of historic drawings that identify the location of former Building 12F. Two 6-inch and two 4-inch diameter pipes were identified within the excavation. However, the size, material, construction, and physical appearance of these pipes was not consistent with the former 10c oil distribution piping encountered at other access points, and the 2-inch diameter 10c distribution pipeline was not present. It was concluded that the pipes identified in the excavation were not part of the former 10c oil distribution pipelines and the excavation was backfilled with clean imported fill and the surface restored.

Ten feet southwest of Access Point AP2C, the underground pipeline was found to be kinked or crushed based on video inspection of the pipeline at Access Point AP2C. In consultation with EPA’s field representative, it was concluded that: 1) the pipeline beyond this point (i.e., 10 feet southwest of Access Point AP2C) had likely been removed, which resulted in the observed crushed pipe; 2) additional investigation was not required since the pipeline sloped downward toward former Building 12F; and 3) any residual oil in this pipeline segment would have drained by gravity down to the location of former Building 12F and been removed during PRM1. Additionally, during the reconstruction of Merrill Road in 2000, the two 4-inch and one 2-inch diameter pipelines were encountered and, as part of PRM5, approximately 450 gallons of liquid and sections of piping were removed between approximately Stations 3+00 and 4+00 (Figure 2). Based on historic profile drawings of the pipelines in this area, these pipelines slope downward from a relative high point at former Building 12F (Access Point AP2) toward a relative low point at Station 4+00. The historic profile drawings also indicate that these pipelines slope downward from the relative high point at Station 5+15 toward a relative low point at Station 4+00. Based on this information, it was concluded that residual liquid contained within the pipelines between former Building 12F and the relative high point at Station 5+15 would have been collected at the relative low point at Station 4+00 during PRM5.

Similarly, the historic profile drawings indicate that the pipelines slope downward from a relative high point at Station 5+15 to a relative low point at Station 10+00. Any residual liquid contained within this section of the pipelines would have been removed (vacuumed) at Station 10+00 using a ¾-inch diameter PVC tremie pipe, during liquid removal activities at Access Point AP3. Removal activities performed during PRM5 and more recently at Access Point AP3 have removed residual liquid within the pipeline segments and at any relative low points.

Access Point 2A (AP2A) – Due to the absence of 10c oil pipelines at Access Point AP2, a test pit was excavated approximately 40 feet west of the southeast corner of Building 14-E 2nd Extension and 115 feet south of the same building (Figure 2). The 2-inch diameter pipeline was identified within this excavation, identified as Access Point AP2A. Video inspection of the pipeline at Access Point AP2A in the westerly direction identified that the 2-inch diameter pipeline had


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previously been cut and capped approximately 26 feet west of Access Point AP2A, indicating that a section of the pipeline had previously been removed in this area. In an effort to locate the pipeline, a test pit was excavated at approximately Station 2+00 (Figure 2); however, the pipeline was not encountered in the test pit. The test pit was subsequently backfilled with clean imported fill and the surface restored.

Access Point 2B (AP2B) – GPR was utilized along with a low voltage electrical current applied to the 2-inch diameter pipeline to trace the pipeline from Access Point AP2A to a location approximately 265 feet to the east and 210 feet to the north. This location was excavated, identified as Access Point AP2B (Figure 2), and the 2-inch diameter pipeline was located.

Access Point 2C (AP2C) – Following unsuccessful attempts to locate the 10c oil pipelines at Access Point AP2, an approximate 25-foot long, 5-foot wide test pit was excavated within the grassy area located within the Building 100 parking lot to attempt to locate the 2-inch diameter pipeline. The pipeline was not found within the trench, and the trench was backfilled and the surface restored. A second effort was made to locate the pipeline within the same area by extending the prior test pit an additional 10 feet to the east. The 2-inch diameter pipeline was located within this excavation, identified as Access Point AP2C (Figure 2). Video inspection of the identified 2-inch diameter pipeline at Access Point AP2C in the southeasterly direction indicated that the pipeline had been previously removed approximately 10 feet southeast of the access point.

Access Point 2D (AP2D) – Video inspection of the 2-inch diameter pipeline from Access Point AP2C northward indicated a collapse in the pipeline approximately 109 feet to the northeast. In response, a test pit was excavated in a grassy area on the north side of the Building 100 parking lot, identified as Access Point AP2D. The collapsed end of the pipeline was identified in this excavation. Furthermore, it was concluded that a section of the 2-inch diameter pipeline between Access Points AP2A and AP2D (Figure 2) had been previously removed during installation of a railroad spur.

Access Point 3 (AP3) – The two 4-inch and one 2-inch diameter pipelines were located at Access Point AP3 at the corner of Merrill Road and New York Avenue (Figure 2). The pipelines were subsequently cut and any residual material was evacuated from the pipelines via vacuum into a tank truck. The northern and southern 4-inch diameter pipelines were video inspected from Access Point AP3 in a southwesterly direction approximately 144 and 149 feet, respectively. The 2-inch diameter pipeline was video inspected from Access Point AP3 in a southwesterly direction approximately 206 feet. A ¾-inch diameter PVC tremie pipe was used to evacuate additional residual material from the pipelines beginning at Access Point AP3. The tremie pipe was also used to grout the pipelines at Access Point AP3 approximately 240 feet in the southwesterly direction (Figure 2). Following grouting, the severed pipeline ends were capped.

Access Point 3A (AP3A) – Air-flow testing of the two 4-inch and one 2-inch diameter pipelines at Access Point AP3 indicated that the pipelines had previously been capped approximately 80 feet northeast and 160 feet northwest, adjacent to a steam line vault (PRM2). This location was excavated, identified as Access Point AP3A (Figure 2), and the capped pipeline ends were located.

Access Point 4A (AP4A) – Air-flow testing of the two 4-inch and one 2-inch diameter pipelines at Access Point AP5 indicated that the pipelines had previously been capped approximately 300 feet southeast, adjacent to a steam line vault (PRM2). This location was excavated, identified as Access Point AP4A (Figure 2), and the capped pipeline ends were located.


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Access Point 5 (AP5) – Based on the GPR survey of the two 4-inch and one 2-inch diameter pipelines along New York Avenue and additional review of the PRMs performed during construction of the steam line, this access point was relocated to correspond to a 90-degree bend in the pipelines near the corner of New York Avenue and Tyler Street (Figure 2).

Access Point 6 (AP6) – During initial field reconnaissance, this access point was observed to be located within a stand of large trees. To facilitate the performance of project activities without the removal of these trees, this access point was relocated approximately 100 feet to the east/northeast to an area of minimal vegetation (Figure 3). Video inspection of the pipelines at Access Point AP6 in the easterly/northeasterly direction documented that the pipelines had previously been cut and capped approximately 60 feet east/northeast of Access Point AP6.

Access Point 7 (AP7) – The two 4-inch and one 2-inch diameter pipelines were located at Access Point AP7, northwest of the stormwater basin at the Hill 78 On-Plant Consolidation Area (Figure 3). The pipelines were subsequently cut and any residual material was evacuated from the pipelines via vacuum into a tank truck. The northern and southern 4-inch diameter pipelines were video inspected from Access Point AP7 in a southwesterly direction approximately 111 and 102 feet, respectively. The 2-inch diameter pipeline was video inspected from Access Point AP7 in a southwesterly direction approximately 160 feet. A ¾-inch diameter PVC tremie pipe was used to evacuate additional residual material from the pipelines in southwesterly direction beginning at Access Point AP7. The tremie pipe was also used to grout the pipelines at Access Point AP7 approximately 220 feet in the southwesterly direction (Figure 3). Following grouting, the severed pipeline ends were capped.

The segments of the pipelines located northeast of Access Point AP6 and southwest of Access Point AP7 were video inspected and tremie grouted to the extent practicable and the lengths described above and as depicted on Figure 3. In agreement with EPA’s field representative, further excavation to uncover the remaining segments of the pipelines between Access Points AP6 and AP7, which had not been grouted, was determined to be impractical and not required due to PRMS 2 & 4 previously conducted along these pipeline segments.

Access Point 8 (AP8) – During initial field reconnaissance, this access point was observed to be located at the north end of the General Dynamics parking lot, near the fenceline of an adjacent property. To facilitate the performance of project activities, Access Point AP8 was repositioned approximately 420 feet east to a grassy area along the west side of the General Dynamics parking lot (Figure 4). However, excavation and supplementary utility locating activities performed at Access Point AP8 were unsuccessful in locating the two 4-inch and one 2-inch diameter pipelines. During air-flow testing of the pipelines at Access Points AP7 and AP9A (discussed below), it was determined that the pipelines were contiguous between these two access point locations and that Access Point AP8 was not required to successfully decommission the pipelines.

Access Point 9A (AP9A) – During initial field reconnaissance, the ground surface was observed to be steeply sloped at Access Point AP9. To facilitate project activities, an excavation was performed west of the General Dynamics fenceline to access the pipelines, identified as Access Point AP9A (Figure 4).

Access Point 9B (AP9B) – The original Access Point AP9 was renamed to Access Point AP9B (Figure 4), due to the addition of the Access Point AP9A located adjacent to the fenceline at the north end of the General Dynamics parking lot.


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2. Access Point Excavation Activities

As required by the Final Plan, GE submitted to EPA on July 12, 2013, an Evaluation for Re-Use of Site Soils During Pipeline Investigation, Oil Removal, and Capping to evaluate whether subsurface soils removed from below the top one foot at each access point were suitable for re-use as backfill within the same excavation and at the same depth intervals. Based on the access point locations identified in the Final Plan, GE determined that subsurface soils to be removed from Access Points AP1 and AP3 through AP8 were suitable for re-use within the same excavation from which the material was removed. The soil re-use evaluation also concluded that soil material to be removed from Access Point AP2 was not suitable for re-use based on review of available soil data collected as part of prior soil characterization activities, including those required by the Consent Decree (CD) for the GE-Pittsfield/Housatonic River Site. Evaluation of the available soil data indicated that the average PCB concentration of the in-place soils exceeded the applicable soil-related Performance Standards established in the CD.

As discussed above, the final locations used in the field to access the pipelines were modified from the designated locations identified in the Final Plan. An evaluation of subsurface soils was performed prior to excavation of the modified access point locations, as identified in Section 1, to determine whether the soils were suitable for re-use as backfill within the same excavation. Based on a review of the available soil data in proximity to the modified access point locations, subsurface soils to be removed from Access Points AP2, AP2A, AP2C, and AP2D were not suitable for re-use within the same excavation. The soil re-use evaluation of the remaining modified access points concluded that the soil material removed from Access Points AP1, AP1A, AP2B, AP3, AP3A, AP4A, AP5, AP6, AP7, AP8, and AP9A was suitable for re-use within the same excavation from which the material was removed.

Excavation at each access point included the removal of pavement/asphalt (if any) and soil material to a depth below the pipelines to support subsequent project activities. The work was completed using standard construction equipment (e.g., backhoe), and vacuum excavation methods when in close proximity to the pipelines. All excavated asphalt, pavement, and soil from the uppermost one foot of the excavation was temporarily stockpiled adjacent to the excavation prior to being loaded into roll-off containers for off-site disposal. Excavated subsurface soil material identified as suitable for re-use was placed in a separate stockpile adjacent to the excavation until project activities were completed. At Access Points AP2, AP2A, AP2C, and AP2D, all excavated material was loaded into roll-off containers for off-site disposal.

All stockpiles were placed on and covered with polyethylene sheeting when not in use and haybales were placed downgradient of the stockpiles to reduce the potential for runoff. Excavations greater than 4 feet in depth were shored with a trench box to prevent cave-ins, and all excavations were covered with a steel plate and/or surrounded by temporary construction fencing as a safety precaution to minimize unauthorized access.

During excavation, material handling, and backfilling activities, perimeter air monitoring was conducted to measure the presence of airborne particulates and PCBs (if any) resulting from work activities in accordance with the ambient air monitoring plan provided in the Final Plan. Perimeter airborne particulate and PCB concentrations were compared to notification and action levels established in the Ambient Air Monitoring Plan (Attachment D of the Project Operations Plan; July 2013). Prior to the initiation of project activities, “baseline” air monitoring was conducted on June 26 and 28, 2013, and the PCB notification and action levels were exceeded at air monitoring station PLP-1 during the June 28, 2013 “baseline” air monitoring event. This station was located northwest of


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Access Point AP2C as shown on Figure 1. In response, a subsequent PCB air sampling event was conducted on July 11, 2013 at air monitoring station PLP-1 where the PCB notification and action levels had been exceeded. The results of the additional baseline PCB air sampling event performed on July 11, 2013 confirmed that the PCB notification and action levels were not being consistently exceeded at perimeter air monitoring station PLP-1. During the project, ambient air monitoring continued; air sampling results for airborne particulates (Table 1) and PCBs (Table 2) did not exceed the corresponding notification or action levels during active excavation, material handling, and backfilling activities.

Photographs of excavation activities and implemented engineering controls are included in the photographic log contained in Attachment 2.

3. Pipeline Investigation and Liquid Removal

At Access Points AP3, AP3A, AP4A, AP5, AP6, AP7, and AP9A, three 1¼-inch diameter inactive gas pipelines were present directly above the 10c oil pipelines. In order to gain access to the 10c oil pipelines, the gas pipelines were cold-tapped, purged, and segments of the gas pipelines removed (typically 2 to 4 feet in length).

Once accessible, pipe saddles were installed around the 10c oil pipelines and ball valve fittings connected to the saddles. A hole was drilled into the top of the pipeline through the ball valve and pipe saddle connection. Hosing from the vacuum tank truck was then connected to the top of the ball valve and any residual liquid in the pipeline was vacuumed into the tank truck. A clear section of the vacuum hose was used to verify residual liquid removal from the pipelines. When residual liquid was no longer observed in the clear section of the vacuum hose, a segment (typically 2 to 4 feet in length) of the pipeline was removed.

For pipeline segments with access at only one end (i.e., west of AP2A, south of AP2C, southwest of AP3, east/northeast of AP6, and southwest of AP7) and the pipeline segment from AP2C to AP2D, video inspection using a push camera was performed to assess the continuity of the pipelines (i.e., absence of any obstructions) and the presence or absence of residual liquid following removal by vacuum as described above. Where residual liquid was identified within the pipelines, a second round of residual liquid removal occurred, followed by additional video inspection. In certain pipeline segments (i.e., southwest of AP3 and southwest of AP7), a ¾-inch diameter PVC pipe was inserted into the pipeline segment to aid in the liquid removal process. The video inspection reports for pipelines with access at only one end are included on DVDs in Attachment 3.

For pipeline segments with access at both ends (i.e., AP2A to AP2B, AP2C to AP2D, AP3 to AP3A, AP4A to AP5, AP5 to AP6, AP7 to AP9A, AP9A to AP9B, and AP10 to AP11), positive air-flow testing using an air compressor was performed to assess the continuity of the pipelines and presence or absence of residual liquid following removal by vacuum as described above. The air compressor hose was connected to the ball valve at one end of the pipeline to push air through the pipeline, while the hose from the vacuum tank truck was connected to the ball valve at the opposite end of the pipeline. The vacuum hose was used to capture any residual liquid pushed from the pipelines during the positive air-flow test. Positive air-flow was confirmed through all pipeline segments with access at both ends.


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Additional engineering controls were implemented prior to and during project activities, including the installation of a layer of polyethylene sheeting along the bottom and sides of the access point excavations. In addition, catch pans were placed under the pipeline ends to contain any release of liquid during connection/disconnection of vacuum or air compressor hoses, and workers donned the appropriate personal protective equipment (PPE) during project activities.

Pipeline segments that were video inspected or air-flow tested are shown on the figures included in Attachment 1. In addition, photographs of the pipeline investigation and residual liquid removal activities are included in the representative photographs contained in Attachment 2.

4. Pipeline Filling and Capping

Following completion of liquid removal and investigation activities, the pipelines were filled with a concrete-bentonite slurry. For pipeline segments with access at only one end (identified above), the filling process was performed using a ¾-inch diameter PVC conduit. The PVC conduit was inserted into the pipeline segment until the conduit reached the end of the segment, the slurry was injected into the pipeline through the PVC conduit, and the PVC conduit was gradually extracted. Once the conduit was completely removed and slurry was observed at the accessible end of the pipeline segment, the pipeline end was capped using a mechanical plumber’s plug.

For pipeline segments with access at both ends (identified above), the filling process was performed by connecting the grout hose to the ball valve on one end of the pipeline and pumping the slurry into the pipeline through the ball valve/pipe saddle connection. At the opposite pipe end, the hose to the vacuum tank truck was connected to the ball valve to capture any residual liquid and/or slurry pushed out of the pipeline during the filling process. Once the concrete-bentonite slurry was observed in the clear portion of the vacuum hose, the grout pumper hose was disconnected, and the ball valves at both ends of the pipeline segment were closed. Mechanical plumber’s plugs were installed on the pipeline ends.

Approximate grout volumes were recorded and then compared to the estimated interior volume of the pipelines to evaluate the effectiveness of grouting, as provided on Table 3. Although there were some deviations between the estimated interior volume and the actual quantity of grout used to fill the pipelines, the deviations could be related to the accuracy of the measurement methods. From an overall perspective, the estimated interior pipeline volume (i.e., 5,070 gallons) is generally consistent with the quantity of grout used to fill the pipelines (i.e., 5,268 gallons), thus confirming that the grouting processes described above were successful at filling the interior of the pipelines.

Photographs of the pipeline filling and capping activities are included in the representative photographs contained in Attachment 2.

5. Pipeline Removal Operations

During project activities, the above-grade portions of the pipelines located between Access Points AP9B and AP10 were removed. The pipelines were cut into 6-foot sections, the ends plugged with absorbent material, the removed sections wrapped in polyethylene, and the sections placed into polyethylene-lined roll-off containers. Prior to removing each 6-foot section of pipeline, any residual liquid present in the pipeline segment was completely removed by inserting the hose of the vacuum tank truck into the pipe section. The aboveground portions of the three 1¼-inch diameter inactive gas pipelines located above the 10c oil pipelines were removed using the same methods as previously described. The roll-off containers of the removed pipeline sections were then transported for off-site


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disposal. Approximately 870 linear feet of 4-inch diameter and approximately 435 linear feet of 3-inch diameter1 10c oil piping were removed between Access Points AP9B and AP10, as well as approximately 1,400 linear feet of 1¼-inch diameter gas piping.

6. Site Restoration

Following completion of project activities, all excavated access points were backfilled to within one foot of existing grade with soil material stockpiled adjacent to the excavations, with the exception of Access Points AP2, AP2A, AP2C, and AP2D, which were backfilled to within one foot of existing grade with imported clean fill. The remaining one foot of previously vegetated areas (i.e., Access Points AP2A, AP2C, AP2D, AP3, AP3A, AP4A, AP5, AP6, AP7, AP8, and AP9A) were restored with imported clean topsoil, which was graded, seeded, fertilized, and mulched to facilitate vegetative growth. The remaining one foot of previously paved areas (i.e., Access Points AP1, AP1A, AP2, and AP2B) were restored with 9-inches of subbase material and 3-inches of asphalt. All clean fill and topsoil was imported from Nichols Sand and Gravel, Inc., a pre-qualified fill source. Representative photographs of site restoration activities are included in Attachment 2.

7. Handling and Disposal of Remediation Waste

As encountered, all materials removed from the pipelines during the project (i.e., oil, water, debris, grout slurry) were transferred from the vacuum tank truck into steel 55-gallon drums equipped with gasket-sealed lids and lock rings. All drums were affixed with PCB ML mark labels in accordance with 40 CFR § 761.40 and were placed in GE’s Building 78 hazardous waste storage facility, which also meets the TSCA storage requirements in 40 CFR § 761.65. In total, 82 drums containing approximately 4,540 gallons of various project materials were collected. Based on visual observations of the containerized materials, it was estimated that approximately 1,900 gallons of oil and approximately 2,640 gallons of water/debris/slurry were removed from the pipelines during project operations, as summarized on Table 4. The waste characterization analyses performed on the oil and the water/debris/slurry mixture resulted in total PCB concentrations of 340 mg/kg and 22 mg/L, respectively, as presented in Table 5. The containerized liquid was transported off-site for incineration at Veolia ES Technical Solutions facility in Port Arthur, Texas as identified by the waste manifests and certificate of destruction included in Attachment 4.

Between August 28 and September 5, 2013, approximately 71 tons of excavated soil not subject to backfill was identified as non-TSCA-regulated material and transported to ADS-Greentree Landfill located in Kersey, Pennsylvania. In addition, between August 19 and September 25, 2013, approximately 74 tons of removed piping, excavated soil and asphalt/pavement, PPE, and disposable equipment were transported to the Environmental Quality Company (EQ) disposal facility in Belleville, Michigan (a TSCA-permitted disposal facility) for disposal as TSCA-regulated waste. Copies of the completed non-TSCA and TSCA waste manifests received from EQ and ADS-Greentree are included in Attachment 4.

1Between Access Points AP9A and AP10, a 3-inch diameter 10c oil pipeline was observed with the two 4-inch diameter 10c oil pipelines instead of a 2-inch diameter pipe, as identified in the excavations at other access points with two 4-inch diameter pipelines. The 2-inch diameter pipeline transitioned to a 3-inch diameter pipeline at an unknown location between Access Points AP7 and AP9A, and transitioned back to a 2-inch diameter pipeline at an unknown location between Access Points AP10 and AP11. Successful air-flow testing, within the above-mentioned pipeline segments, confirmed the connection (and, subsequently, the transition) of the 2-inch diameter and 3-inch diameter pipelines.

8. Pipeline Abandonment Survey

Mr. Richard Fisher April18, 2014 of 10

At each access point where the pipelines were capped, the capped ends of the pipelines were surveyed using global positioning system coordinates. Those coordinates were used to develop the project completion figures provided in Attachment 1.

GE's submission of this Completion Report is to satisfy its obligation under the EPA conditional approval letter previously referenced.

Please feel free to contact me at (413) 448-5909 with any questions or comments.

Sincerely,

Richard W. Gates Senior Project Manager-Environmental Remediation

Attachments

cc: T. Conway, EPA C. Ferry, ASRC Pirmus (CD/DVDs) M. Gorski, MDEP (CD/DVDs) E. Tor, MDEP (CD/DVDs) J. Rothchild, MDEP (letter only) J. Ziegler, MDEP (2 hard copies & CD/DVDs) L. Palmieri, Weston (2 hard copies & CD/DVDs) R. McLaren, GE (letter only) J. Bieke, Sidley Austin C. Bell, Greenburg Traurig, LLP S. Gutter, Sidley Austin J. Nuss, ARCADIS GE Internal Repositories

G:IGE\GE _Pittsfield_ Other-Misc\Reports and Presentations\Pipeline\Revised FCR\1611411324Revised_l OcLtrRpt.docx

Tables

SamplerLocation

Background Site

Concentration (mg/m3)

Average Period

(Hours:Min)3Predominant

Wind DirectionPLP-3 0.007 * 0.014 3:15 WNWPLP-5 0.069 2:45

OPCA-N(M) 0.022 2:45PLP-3 0.010 * 0.018 11:15 NNWPLP-4 0.012 * 11:30PLP-5 0.033 11:15

OPCA-N(M) 0.023 11:15PLP-3 0.036 ** 0.032 11:00 WNWPLP-4 0.017 * 8:30PLP-5 0.024 11:15

OPCA-N(M) 0.023 11:15PLP-4 0.015 * 0.031 11:15 WNWPLP-5 0.022 11:15

OPCA-N(M) 0.020 11:15PLP-4 0.014 * 0.034 11:15 WSWPLP-5 0.024 11:15

OPCA-N(M) 0.020 11:15PLP-4 0.007 * 0.024 11:15 SSEPLP-5 0.019 11:15

OPCA-N(M) 0.014 11:15OPCA-SE 0.017 11:15

PLP-4 0.003 * 0.018 11:00 WNWPLP-5 0.008 11:15

OPCA-N(M) 0.006 11:15OPCA-SE 0.007 11:15

PLP-5 0.012 0.012 11:15 WNW, NNWOPCA-N(M) 0.007 11:15OPCA-SE 0.010 11:15OPCA-NW 0.010 11:15

PLP-5 0.010 0.019 11:15 NNEOPCA-N(M) 0.005 11:15OPCA-SE 0.008 11:15OPCA-NW 0.009 11:15

PLP-4 0.003 * 0.016 11:15 NNWPLP-5 0.008 11:15

OPCA-N(M) 0.004 11:15OPCA-SE 0.006 11:15OPCA-NW 0.006 11:15

PLP-4 0.008 * 0.018 11:30 WNWPLP-5 0.012 11:15


PLP-4 0.004 * 0.019 11:15 WNWPLP-5 0.009 11:15


PLP-3 0.005 * 0.020 8:00 WSWPLP-4 0.009 *** 10:00PLP-5 0.007 11:15


ES2N-1 0.010 11:15ES2N-2(M) 0.004 * 7:45

ES2N-3 0.014 11:15

7/19/2013

7/18/2013

7/24/2013

7/23/2013

7/22/2013

7/25/2013

7/26/2013

7/29/2013

7/30/2013

Average Site Concentration

(mg/m3)

Sampling

Date1,2

7/15/20134

7/17/20135

7/31/20136

TABLE 1

PIPELINE INVESTIGATION, OIL REMOVAL, AND CAPPING - COMPLETION REPORT

AMBIENT AIR PARTICULATE MATTER SAMPLING DATA

GENERAL ELECTRIC COMPANY - PITTSFIELD, MASSACHUSETTS

7/16/2013

4/15/2014G:\GE\GE_Pittsfield_Other-Misc\Reports and Presentations\Pipeline\Revised FCR\1611411324Tbls.xlsx Page 1 of 5

SamplerLocation

Background Site


Average Period


Wind DirectionAverage Site Concentration

(mg/m3)

Sampling

Date1,2

TABLE 1




PLP-3 0.016 * 0.021 11:15 SSWPLP-4 0.032 ** 11:15PLP-5 0.016 11:15


ES2N-1 0.019 11:15ES2N-2(M) 0.013 9:30

ES2N-3 0.016 11:15ES2N-4 0.020 10:45PLP-3 0.006 * 0.016 11:15 WNWPLP-4 0.007 **6 11:00PLP-5 0.009 11:15


ES2N-1 0.009 11:15ES2N-2(M) 0.005 * 11:45

ES2N-3 0.004 11:15ES2N-4 0.005 * 11:15PLP-3 0.003 * 0.016 11:15 WNWPLP-5 0.006 11:15

OPCA-NW 0.007 11:15ES2N-1 0.009 11:15

ES2N-2(M) 0.008 * 11:15ES2N-3 0.006 11:15ES2N-4 0.008 10:45PLP-3 0.004 * 0.021 10:30 CalmPLP-5 0.005 10:45

OPCA-NW 0.004 10:45ES2N-1 0.011 10:45

ES2N-2(M) 0.005 * 10:45PLP-3 0.005 * 0.017 11:15 SSEPLP-5 0.009 11:15

OPCA-NW 0.008 11:15ES2N-1 0.010 11:15

ES2N-2(M) 0.007 * 11:15PLP-3 0.007 * 0.016 11:15 SSWPLP-5 0.009 11:15

OPCA-NW 0.009 11:15ES2N-1 0.013 11:15

ES2N-2(M) 0.009 * 11:45ES2N-3 0.007 11:15ES2N-4 0.006 * 8:45PLP-3 0.005 * 0.022 11:15 VariablePLP-5 0.009 11:15

OPCA-NW 0.007 11:15ES2N-1 0.013 11:15

ES2N-2(M) 0.005 * 11:30ES2N-3 0.011 11:15ES2N-4 0.004 ** 11:30PLP-4 0.004 * 0.015 11:45 VariablePLP-5 0.011 11:15


8/7/2013

8/12/2013

8/5/2013

8/8/20136

8/13/2013

8/1/20135

8/2/20137

8/6/20138


SamplerLocation

Background Site


Average Period



(mg/m3)

Sampling

Date1,2

TABLE 1




PLP-3 0.002 * 0.012 11:15 WNWPLP-4 0.002 * 11:15PLP-5 0.006 11:15


ES2N-1 0.005 11:15ES2N-2(M) 0.003 * 11:30

PLP-1 0.005 ** 0.017 11:15 WNWPLP-2 0.005 11:15

ES2N-1 0.007 11:15ES2N-2(M) 0.004 * 4:30

ES2N-3 0.006 11:15ES2N-4 0.002 * 11:30PLP-3 0.006 * 0.023 11:30 WNWPLP-4 0.001 ** 11:30PLP-5 0.015 11:15


ES2N-1 0.014 11:15ES2N-2(M) 0.007 * 11:30

ES2N-3 0.008 11:15ES2N-4 0.004 * 11:45PLP-1 0.010 ** 0.024 6:45 WNWPLP-2 0.014 11:15

ES2N-1 0.019 11:15ES2N-2(M) 0.024 ** 8:00

ES2N-3 0.010 11:15ES2N-4 0.008 * 11:15PLP-1 0.023 ** 0.032 11:30 WNWPLP-2 0.017 11:15PLP-5 0.021 11:15


ES2N-1 0.022 11:15ES2N-2(M) 0.052 ** 11:45

ES2N-3 0.014 11:15ES2N-4 0.010 * 11:30PLP-1 0.020 ** 0.039 7:45 WNWPLP-2 0.020 11:15PLP-4 0.030 ** 5:00PLP-5 0.022 11:15


ES2N-1 0.026 11:15ES2N-2(M) 0.018 * 11:30

ES2N-3 0.015 11:15ES2N-4 0.014 * 11:15PLP-1 0.032 ** 0.036 11:30 WSW, SSWPLP-2 0.023 11:15PLP-4 0.056 ** 11:15PLP-5 0.025 11:15


ES2N-1 0.028 11:15ES2N-2(M) 0.009 * 11:15

ES2N-3 0.017 11:15ES2N-4 0.016 * 11:15

8/22/2013

8/15/20135

8/14/2013

8/20/2013

8/16/2013

8/19/20135,6

8/21/20136


SamplerLocation

Background Site


Average Period



(mg/m3)

Sampling

Date1,2

TABLE 1




PLP-1 0.003 ** 0.017 11:15 NNWPLP-2 0.010 11:15

ES2N-1 0.014 11:15ES2N-2(M) 0.007 ** 7:45

ES2N-3 0.005 11:15ES2N-4 0.004 * 11:15PLP-1 0.008 ** 0.021 11:45 WSWPLP-2 0.014 11:15PLP-3 0.009 * 11:30PLP-5 0.014 11:15


ES2N-1 0.015 11:15ES2N-2(M) 0.011 * 9:45

ES2N-3 0.013 11:15ES2N-4 0.007 * 11:15PLP-1 0.011 ** 0.021 11:30 WNWPLP-2 0.010 11:15PLP-4 0.012 11:15PLP-5 0.012 11:15


ES2N-1 0.012 11:15ES2N-2(M) 0.010 * 11:30

ES2N-3 0.007 11:15ES2N-4 0.007 * 11:45PLP-1 0.025 ** 0.039 11:45 CalmPLP-2 0.012 11:15PLP-4 0.014 11:15PLP-5 0.014 11:15


ES2N-1 0.013 11:15ES2N-2(M) 0.014 * 11:30

ES2N-3 0.008 11:15ES2N-4 0.010 * 11:45PLP-1 0.012 ** 0.015 11:45 ENEPLP-2 0.009 11:15PLP-4 0.011 10:30PLP-5 0.015 11:15


ES2N-1 0.009 11:15ES2N-3 0.006 11:15ES2N-4 0.007 * 11:45PLP-1 0.024 ** 0.027 11:30 WSWPLP-2 0.014 11:15PLP-4 0.019 11:15PLP-5 0.015 11:15


ES2N-1 0.015 11:15ES2N-3 0.010 11:15ES2N-4 0.013 * 11:45

8/30/2013

8/27/2013

8/28/2013

8/23/20135

8/29/20135

8/26/20139


SamplerLocation

Background Site


Average Period



(mg/m3)

Sampling

Date1,2

TABLE 1




PLP-4 0.009 0.014 11:15 WNWPLP-5 0.010 11:15

OPCA-N(M) 0.006 ** 6:45OPCA-SE 0.007 11:15OPCA-NW 0.006 11:15

ES2N-1 0.007 11:15ES2N-3 0.006 11:15ES2N-4 0.003 * 11:15PLP-1 0.001 ** 0.016 11:30 W, WNWPLP-2 0.005 11:15PLP-3 0.004 * 11:30PLP-5 0.008 11:15

OPCA-NW 0.005 11:15ES2N-1 0.008 11:15ES2N-3 0.005 11:15ES2N-4 0.003 * 11:45PLP-4 0.007 0.013 11:15 WNW, NNWPLP-5 0.007 11:15

OPCA-N(M) 0.006 11:15OPCA-SE 0.007 11:15

PLP-1 0.005 ** 0.022 11:15 CalmPLP-2 0.005 11:15

ES2N-1 0.009 11:15ES2N-3 0.005 11:15ES2N-4 0.004 * 11:15PLP-1 0.015 ** 0.021 11:15 WSWPLP-2 0.011 11:15

ES2N-1 0.014 11:15ES2N-3 0.016 11:15ES2N-4 0.013 * 11:15PLP-1 0.032 ** 0.042 9:00 SSWPLP-2 0.027 11:15

ES2N-4 0.025 * 11:150.120

1.2.

3.4.5.6.7.

8.9.10.11.12.13.14.15.

9/10/2013

9/9/2013

9/4/2013

9/5/2013

9/3/201310

Notification Level

Notes:

9/11/20135

*** Measured with a DR-4000 and a pDR-1000.** Measured with a pDR-1000.* Measured with a DR-4000.Predominant wind direction determined using hourly wind direction data from the Pittsfield Municipal Airport Weather Station.All concentrations measured with an EBAM unless otherwise noted.Shortened sampling period due to a power failure. Shortened sampling period due to monitor malfunction and data retrieval. Shortened sampling period due to shorter workday schedule.

Reading reflects average concentration and averaging period manually recorded at the end of the day. Unable to download data due to sampling error.

Shortened sampling period due to progression of site activities during the day.Shortened sampling period due to monitor malfunction. Shortened sampling period due to shorter workday schedule resulting from project startup. Average period represents sampling from 6:30 AM to 5:30 PM (workday schedule from 7:00 AM to 5:00 PM).

The particulate monitors obtain real-time data. The sampling data were obtained by Berkshire Environmental Consultants, Inc. on the sampling date.

Monitoring was performed only on days when site activities occurred.


Sample ID Sampling Date

Total PCBs

(µg/m3)

BK-4-062613-302 6/26/2013 0.0089 JBK-4-062813-302 6/28/2013 0.0035 JBK-4-072513-302 7/25/2013 0.00089 JBK-4-080713-302 8/7/2013 0.0049 JBK-4-081613-302 8/16/2013 0.0012 JBK-4-082113-302 8/21/2013 0.0026 JBK-4-082813-302 8/28/2013 0.0023 JBK-4-090413-302 9/4/2013 0.0011 JBK-4-091013-302 9/10/2013 0.0020 J

ES2N-1-062613-001 6/26/2013 0.0059 JES2N-1-062813-001 6/28/2013 0.0027 JES2N-1-080713-001 8/7/2013 0.0032 JES2N-1-081613-001 8/16/2013 0.0018 JES2N-1-082113-001 8/21/2013 0.0021 JES2N-1-090413-001 9/4/2013 0.0009 JES2N-1-091013-001 9/10/2013 0.0020 J

ES2N-1CO-080713-006 8/7/2013 0.0041 JES2N-1CO-081613-006 8/16/2013 0.0015 JES2N-1CO-082113-006 8/21/2013 0.0022 JES2N-1CO-090413-006 9/4/2013 0.0009 JES2N-1CO-091013-006 9/10/2013 0.0020 JES2N-2(M)-062613-010 6/26/2013 0.0025 JES2N-2(M)-062813-010 6/28/2013 0.0037 JES2N-2(M)-080713-010 8/7/2013 0.0014 JES2N-2(M)-081613-010 8/16/2013 0.0019 JES2N-2(M)-082113-010 8/21/2013 0.0029 J

ES2N-3-081613-003 8/16/2013 0.0021 JES2N-3-082113-003 8/21/2013 0.0035 JES2N-3-090413-008 9/4/2013 0.0021 JES2N-3-091013-008 9/10/2013 0.0011 JES2N-4-081613-304 8/16/2013 0.0014 JES2N-4-082113-304 8/21/2013 0.0028 JES2N-4-090413-304 9/4/2013 0.0019 JES2N-4-091013-304 9/10/2013 0.0016 J

OPCA-N(M)-062613-002 6/26/2013 0.0017 JOPCA-N(M)-062813-002 6/28/2013 0.0018 JOPCA-N(M)-072513-002 7/25/2013 0.00034 J

OPCA-N(M)-CO-073113-008 7/31/2013 ROPCA-N(M)-082813-001 8/28/2013 0.0010 J

OPCA-N(M)CO-062613-003 6/26/2013 0.0018 JOPCA-N(M)CO-062813-003 6/28/2013 0.0021 JOPCA-N(M)-CO-072513-008 7/25/2013 0.0007 JOPCA-N(M)CO-082813-006 8/28/2013 R

OPCA-NW-072513-004 7/25/2013 0.00161 JOPCA-NW-080713-004 8/7/2013 0.0007 JOPCA-NW-082813-004 8/28/2013 0.0009 JOPCA-SE-072513-003 7/25/2013 0.00049 JOPCA-SE-082813-201 8/28/2013 0.0010 J

PLP-1-062613-008 6/26/2013 0.0117 JPLP-1-062813-008 6/28/2013 0.557 JPLP-1-071113-009 7/11/2013 0.0171 JPLP-1-081613-008 8/16/2013 0.0032 JPLP-1-082113-008 8/21/2013 0.0045 JPLP-1-091013-003 9/10/2013 0.0023 JPLP-2-062613-009 6/26/2013 0.0051 JPLP-2-062813-009 6/28/2013 0.0068 JPLP-2-081613-002 8/16/2013 0.0024 JPLP-2-082113-002 8/21/2013 0.0037 JPLP-2-091013-002 9/10/2013 0.0016 JPLP-3-062613-201 6/26/2013 0.0027 JPLP-3-062813-201 6/28/2013 0.0032 JPLP-3-080713-201 8/7/2013 ND(0.0003) J

ES2N-1

BK-41

OPCA-N(M)

OPCA-N(M)CO

OPCA-NW

OPCA-SE

PLP-3

PLP-2

PLP-1

ES2N-4

ES2N-3

ES2N-2(M)

ES2N-1CO

Sampler Location

AMBIENT AIR PCB SAMPLING DATATABLE 2

GENERAL ELECTRIC COMPANY - PITTSFIELD, MASSACHUSETTSPIPELINE INVESTIGATION, OIL REMOVAL, AND CAPPING - COMPLETION REPORT


Sample ID Sampling Date

Total PCBs

(µg/m3)Sampler Location

AMBIENT AIR PCB SAMPLING DATATABLE 2

GENERAL ELECTRIC COMPANY - PITTSFIELD, MASSACHUSETTSPIPELINE INVESTIGATION, OIL REMOVAL, AND CAPPING - COMPLETION REPORT

PLP-4-062613-006 6/26/2013 0.0016 JPLP-4-062813-006 6/28/2013 0.0017 JPLP-4-082813-003 8/28/2013 0.0009 JPLP-5-062613-004 6/26/2013 0.0020 JPLP-5-062813-004 6/28/2013 0.0025 JPLP-5-072513-009 7/25/2013 0.00081 JPLP-5-080713-009 8/7/2013 0.0011 JPLP-5-082813-009 8/28/2013 0.0008 J

Notes:1.2.3.4.

J -

R -

The compound was analyzed for and not detected, but the sample PQL (presented in parentheses) is estimated and may or may not represent the actual level of quantitation.

ND- Not detected. Practical quantitation limits are shown in brackets.

Indicates that the previously reported detection limit or sample result has been rejected due to a major deficiency in the data generation procedure. The data should not be used for any qualitative or quantitative purpose.

PLP-5

PLP-4

Data Qualifiers:

Exceedances of the notification level (0.05 µg/mᵌ) or action level (0.10 µg/mᵌ) are indicated by shading. The exceedances detected on June 28, 2013 were detected during air sampling conducted prior to the start of project activities associated with the 10c oil pipelines.

Samplers ESN-1CO and OPCA-N(M)CO were co-located.Sampler BK-4 was utilized to monitor background PCB ambient air concentrations.


4-Inch Pipes 2-Inch Pipe 3-Inch Pipe 4-Inch Pipes 2-Inch Pipe 3-Inch Pipe

North of AP1A -- 5 -- -- 5 --AP2A to AP2B -- 77 -- -- 95 --West of AP2A -- 6 -- -- 4 --AP2C to AP2D -- 21 -- -- 25 --

Southwest of AP2C -- 2 -- -- 2 --West of AP3 315 39 -- 284 41 --AP3 to AP3A 310 39 -- 405 49 --AP4A to AP5 401 50 -- 440 54 --AP5 to AP6 780 97 -- 810 98 --

Northeast of AP6 78 10 -- 75 15 --Southwest of AP7 209 26 -- 256 37 --

AP7 to AP9A 1,353 -- 380 1,395 -- 310AP9A to AP9B 47 -- 13 40 -- 10AP10 to AP11 725 90 -- 726 105 --

Total Grout Quantity: 4,217 462 393 4,431 529 320


COMPARISON OF ESTIMATED PIPE VOLUME AND ACTUAL GROUT QUANTITIESTABLE 3

Pipeline Segment

Estimated Quantity Interior Pipe Volume (gallons) Actual Grout Quantity (gallons)



Date Liquids

Drummed Access Point LocationOil

(gallons)

Water/Debris/Slurry

(gallons)

7/19/13 AP9A to AP9B 55 07/31/13 Northeast of AP6, Southwest of AP7, AP7 to AP9A, AP9A to AP9B, AP9B to AP10 50 67/31/13 Northeast of AP6, Southwest of AP7, AP7 to AP9A, AP9A to AP9B, AP9B to AP10 50 67/31/13 Northeast of AP6, Southwest of AP7, AP7 to AP9A, AP9A to AP9B, AP9B to AP10 6 507/31/13 Northeast of AP6, Southwest of AP7, AP7 to AP9A, AP9A to AP9B, AP9B to AP10 28 288/1/13 AP4A to AP5 to AP6, Northeast of AP6 0 558/1/13 AP4A to AP5 to AP6, Northeast of AP6 0 558/2/13 West of AP3, AP3 to AP3A 6 508/2/13 West of AP3, AP3 to AP3A 39 178/2/13 West of AP3, AP3 to AP3A 55 08/2/13 West of AP3, AP3 to AP3A 28 288/2/13 West of AP3, AP3 to AP3A 3 528/2/13 West of AP3, AP3 to AP3A 6 508/2/13 West of AP3, AP3 to AP3A 22 338/2/13 West of AP3, AP3 to AP3A 22 338/2/13 West of AP3, AP3 to AP3A 55 08/2/13 West of AP3, AP3 to AP3A 55 08/2/13 West of AP3, AP3 to AP3A 55 08/2/13 West of AP3, AP3 to AP3A 39 178/2/13 West of AP3, AP3 to AP3A 55 08/2/13 West of AP3, AP3 to AP3A 44 118/2/13 West of AP3, AP3 to AP3A 44 118/2/13 West of AP3, AP3 to AP3A 39 178/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 55 08/6/13 AP4A to AP5, AP5 to AP6 44 118/6/13 AP4A to AP5, AP5 to AP6 33 228/9/13 West of AP3, AP3 to AP3A, AP10 to AP11 55 0

DrumID

B2924B2925B2299B2298B2923B2920

B2928A6355

B2921B2922B2296B2297

A6375

B2929

B2932B2927

B2434B2926B2600B2617B2616

B2931B2930A6374

B2433

B2275B2442B2279B2441B2438

B2282B2284B2286B2440B2435

B2436B2437B2285B2443B2283

QUANTITY OF PROJECT LIQUIDS REMOVED FOR DISPOSALTABLE 4

PIPELINE INVESTIGATION, OIL REMOVAL, AND CAPPING - COMPLETION REPORTGENERAL ELECTRIC COMPANY - PITTSFIELD, MASSACHUSETTS

B2281B2280

B2439


Date Liquids


(gallons)

Water/Debris/Slurry

(gallons)Drum

ID



8/9/13 West of AP3, AP3 to AP3A, AP10 to AP11 55 08/9/13 West of AP3, AP3 to AP3A, AP10 to AP11 3 528/23/13 North of AP1A, AP2A to AP2B, West of AP2A, Southwest of AP2C, AP2C to AP2D, West of AP3, AP5 to AP6, Southwest of AP7, AP9A to AP9B, AP10 to

AP110 55

8/23/13 North of AP1A, AP2A to AP2B, West of AP2A, Southwest of AP2C, AP2C to AP2D, West of AP3, AP5 to AP6, Southwest of AP7, AP9A to AP9B, AP10 to AP11

0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55


0 55

B2277

B2272

B2985

B2289

B2423

B2270

B2444

B2429

B2424

B2422

B2421

B2428

B2276

B2273

B2426

B2427

B2431

B2274

B2425

B2271

B2288

B2432


Date Liquids


(gallons)

Water/Debris/Slurry

(gallons)Drum

ID



8/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/28/13 AP2A to AP2B, AP7 to AP9A 0 558/30/13 AP2A to AP2B, AP7 to AP9A 0 558/30/13 AP2A to AP2B, AP7 to AP9A 0 558/30/13 AP2A to AP2B, AP7 to AP9A 0 559/11/13 South of AP2C, AP2C to AP2D 0 559/11/13 South of AP2C, AP2C to AP2D 0 55

1,876 2,635

1.2.

B2386B2387A6438

B2389

B2392B2393

B2397

B2395

Project liquids included materials generated from oil/liquid removal and pipeline filling activities.Oil and water/debris/slurry volumes were visually estimated by Veolia Environmental Services, Inc. in drums following settlement of the drum contents prior to disposal.

B2396

Total Waste Liquid Quantity:

Notes:

B2391B2390B2388

A6426

B2398B2278B2394

B2385


Date Collected Units

Aroclor-1016, -1221, -1232,-1242, -1248 Aroclor-1254 Aroclor-1260 Total PCBs

9/12/2013 mg/kg ND(0.39) ND(0.39) 340 3409/19/2013 mg/L ND(0.0050) ND(0.0050) 22 22

1.2.

TABLE 5SUMMARY OF OIL AND WATER/BENTONITE PCB SAMPLING RESULTS


ND - Analyte was not detected. The number in parentheses is the associated reporting limit.Sample was collected by Veolia ES Technical Solutions, L.L.C. and submitted to Accutest Laboratories for analysis of PCBs.

Notes:

10-C WATER/BENTONITE10-C PIPE OIL

Sample ID


Attachments

Attachment 1

Project Completion Figures

APPROXIMATE ALIGNMENT OF (2) 4" DIAMETERAND (1) 2" DIAMETER FORMER 10C OILDISTRIBUTION PIPELINES

EAST STREET AREA 2-SOUTH RAA

HILL 78 AREA - REMAINDER RAA

EAST STREET AREA 2-NORTH RAA UNKAMET BROOKAREA RAA

PRM5

PRM5

PRM2

AP6

AP5

AP4A

AP3A

AP3AP1A

AP2B

AP2A

AP2C

AP2D

AP6

AP7

AP9AAP9B

AP1

APPROXIMATE FORMERBUILDING 12F (PRM1)(SEE NOTE 8)

PLP-2

PLP-1

ES2N-4ES2N-3

ES2N-2(M)

ES2N-1

PLP-3

PLP-5

PLP-4OPCA-N(M)

OPCA-NWOPCA-SEPLP-1

BK-4

AP2

AP1

OVERALL SITE PLAN

FIGURE

GENERAL ELECTRIC COMPANYPITTSFIELD, MASSACHUSETTS

PIPELINE INVESTIGATION, OIL REMOVAL,AND CAPPING - COMPLETION REPORT

1

IMA

GE

S:

XR

EF

S:

311

24X

01 3

1124

X00

PR

OJE

CT

NA

ME

: --

--

CIT

Y: S

YR

AC

US

E

DIV

/GR

OU

P: E

NV

CA

D

DB

: R. A

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Attachment 2

Representative Photographs

1

Photo No. 1

Date: July 16, 2013

Description: A view

of the excavated soil stockpiled adjacent to Access Point AP6.

Photo No. 2

Date: July 17, 2013

Description: A view

of the severed ends of the three former 10c oil pipelines, bottom, and the three former gas pipelines, top, at Access Point AP9A.

Client: General Electric Company

Project: 10c Oil Pipeline Investigation, Oil Removal, and Capping

Project Location: Pittsfield, Massachusetts

2

Photo No. 3

Date: August 2, 2013

Description: A view

of pipeline ends at Access Point AP3A, which were previously capped during PRM2.

Photo No. 4


Description: A view

of vacuum removal of residual liquid from the pipelines at Access Point AP4A.




3

Photo No. 5


Description: A view

of the grout pumper hose connected to the western 4-inch diameter pipeline at Access Point AP4A for filling of the pipeline.

Photo No. 6


Description: A view

of the grout pump mixer being loaded with concrete at Access Point AP4A.




4

Photo No. 7


Description: A view

of the soil vacuum truck being unloaded onto the polyethylene-lined staging area in the General Dynamics parking lot.

Photo No. 8


Description: A view

of cold-tapping being performed on the eastern 4-inch diameter pipeline at Access Point AP3A.




5

Photo No. 9


Description: A view

of the grout pumper hose connected to the eastern 4-inch diameter pipeline at Access Point AP11, which is located in the manhole in the guard shack attached to Building 51.

Photo No. 10


Description: A view

of the ¾-inch diameter PVC conduit inside the southern 4-inch diameter pipeline at Access Point AP6 used for filling the pipeline with grout.




6

Photo No. 11


Description: A view

of the polyethylene-lined roll-off container staged at Building 78 containing removed, pipeline segments.

Photo No. 12


Description: A view

of the low voltage current connected to the 2-inch diameter pipeline at Access Point AP2A to locate the remainder of the 2-inch diameter pipeline to the east and north.




7

Photo No. 13


Description: A view

of the test dig excavated north of Access Point AP2 in an attempt to locate the 2-inch diameter pipeline.

Photo No. 14


Description: A view

of excavated soil material being loaded into a polyethylene-lined transportation container for off-site disposal.




8

Photo No. 15

Date: September 4, 2013

Description: A view

of steamrolling operations following asphalt application at Access Point AP2, where the former 10c oil pipelines were not located.

Photo No. 16

Date: September 11, 2013

Description: A view

of the backfilled, seeded, and mulched area at Access Point AP2C.




Attachment 3

Inspections Videos

(Provided on DVDs)

Attachment 4

Waste Disposal Documentation

Waste Manifests for Excavated

Soil Material

Line Nmbr

1 1 1 1

Cntnr Number

369A 6048 6048 6048

Profile Number 258849 258849 258849 258849

Material Descr~tion 1 OC PIPELINE SOIL 1 OC PIPELINE SOIL 10C PIPELINE SOIL 1 OC PIPELINE SOIL

Date Shipped 08/28/13 08/30/13 09/03/13 09/05/13

Manifest Number ZZ00318958 ZZ00318957 ZZ00318963 ZZ00318960

'-a) VE.OLIA ENVtRONMENTAL SERVICES

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' TRANSPORTER 2 OR BROKER COPY

Out of Line Cntnr Profile Service Date Manifest Nmbr Number Number Date Material Description Shipped Number

1 RT3050 1122031WDI 07/21/13 10C PIPELINE SOIUDEBRIS 08/19/13 000765905VES

1 196 1122031WDI 07/21/13 10C PIPELINE SOIUDEBRIS 08/19/13 000765909VES

1 3803 K123001WDI 09/03/13 10C PIPELINE SOIUDEBRIS 09/03/13 000765911VES




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UNIFORM HAZARDOUS 1, GenntDt to NIJiiler 12. Plge 1 cl l 3. Emergency Respona Phone I'Cf50fs5909 VES WASTE MANIFEST UA DIH1 20!1 .-o9 ~ r (JOO) "14 9:tOO ~- --.Name lnl ~Address

(!ENER.AL Et.Er.TP..rc ro ~ Slle~~-flanmellng D}l.frfffrE U W lE r-C!ENERAL BLEf. ~ 00

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.f lil:~so Nl-94 ERVJC£ DRJW ~

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Exporter. I Cllltify 1111111111 ccniiJnls oltis ccuslgrtnWit anorm ID the 1elmS ol the aiiiChed EPI'AdlnowllldgiiWit of Ccnsent. ll:llltly 1hal hWISIII aminizallon 111111m1nt ldenll6ed In 40 CFR 282..27(1) (If l1111ellqe qunllygener~lor) cr(b) (If I am 111111111 quantity generiiDI) II ll\le,

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~19. Mil lllill.t!.Waste Report t.lanlgerrert Method Codes (l.t.. cades for hazardous WIISI!IIINOnenl, dispoAI. 8lld tecyclng syslamsl I

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~ t ~ I ~<l~~~ EPA Form 8700-22 (Rev. 3-05) ~seditions B111 obsolete. ~ \,._./ -- DESIGNATED FAClLITYTO GENERATOR

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D Cuantity Orype DResldue 0 Ful Rejedjon

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BFoft\i 8700-22 (RIJj-3-{15) Previous edltlon# 1111 lll6olete. '1-- _.,.... "' DES~ FACILITY TO GENERATOR

7771 Fonn~. OMS No. 2050-0039

I f UNIFORM ... 1. Glhetatr ID Nt.INlef

WAITEMAN~ _ ...YA.D 0 0 :Z 0 t ·4 0 f 3

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IS. GEN!RATOR"SSIFFEJttR C£RTif'fCATlOH: I hlnby decln thlt lhl ccnlents cl .. w ISigiit .... n fully 11111 ICX:Ifttely delallecllbcM 1iV lhiii"JPII' ~ neme, ird .. c:t.llled. pacbged. maiUd and~. and nln II mpedS In II"JPII' an111an far nmpcrt IICDII1Ir91D ipplclblit lnlemallonllnl l1llionll gcMIII'II*dlll regulltlons. lf uport tNpmenllnd I am the Prinwy Elqater, I C8l1lfy lhet the c:onlerO clllis wlliglill'ient confonn Ill .. 11111111 ciW. allachld Ef¥.~~~ of eo.-nt. I C8l1lly thlt the wa1itni4liulbt ~ ldenlfted In 40 CFR 262.21(1) (WI 'am 1111gt ~ gennlar) or (b) fillamall!lill qullllly genniOr) Is llue.

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l't0432. POLYCHLORINATED BiJ:'!mtn'! UDt'I'URli, 9, In. RQ

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Waste Manifests for

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PAGES OF6

PCB '

Number Removed from Line# Drum# Profile Service Date Description WT Units PO .. 10 A8355 PTA571569 7/19/2013 PCB OIL 235 KG 1 -,o B2928 PTA571569 7/31/2013 PCB OIL 235 KG 1 -10 B2929 PTA571569 7/3112013 PCB OIL 247 KG 1 -10 B2927 PTA571569 7/3112013 PCB OIL 252 KG 1 ,.-10 82932 PTA571569 7/3112013 PCB OIL 238 KG 1 -10 82921 PTA571569 81212013 PCB OIL 242 KG 1 -10 B2922 PTA571569 81212013 PCB OIL 261 KG 1 -10 B2923 PTA571569 812/2013 PCB OIL 258 KG 1 .-10 82920 PTA571569 812/2013 PCB OIL 247 KG 1 -10 B2616 PTA571569 81212013 PCB OIL 277 KG 1 -10 B2617 PTA571569 81212013 PCB OIL 282 KG 1 40 82600 PTA571569 81212013 PCB OIL 281 KG 1 -10 82296 PTA571569 81212013 PCB OIL 263 KG 1 -,o B2297 PTA571569 81212013 PCB OIL 272 KG 1 10 B2298 PTA571569 81212013 PCB OIL 237 KG 1 -10 B2299 PTA571569 812/2013 PCB OIL 263 KG 1 - 10 B2931 PTA571569 812/2013 PCB OIL 266 KG 1 -10 B2930 PTA571569 81212013 PCB OIL 275 KG 1 -10 B2924 PTA571569 81212013 PCB OIL 256 KG 1 -10 82925 PTA571569 812/2013 PCB OIL 281 KG 1 - 10 82439 PTA571569 8/6/2013 PCB OIL 225 KG 1 -1o 82438 PTA571569 8/612013 PCB OIL 231 KG 1 -10 82437 PTA571569 8/6/2013 PCB OIL 218 KG 1 -10 B2436 PTA571569 816/2013 PCB OIL 216 KG 1 -,o B2433 PTA571569 8/612013 PCB OIL 219 KG 1 -10 82434 PTA571569 8/612013 PCB OIL 288 KG 1 -10 82440 PTA571569 8/612013 PCB OIL 279 KG 1 -1o 82435 PTA571569 8/612013 PCB OIL 262 KG 1 -10 B2284 PTA571569 8/612013 PCB OIL 221 KG 1 -10 B2286 PTA571569 8/6/2013 PCB OIL 223 KG 1 40 82285 PTA571569 8/612013 PCB OIL 217 KG 1 -10 B2443 PTA571569 8/612013 PCB OIL 226 KG 1 -,o 82280 PTAS71569 8/S/2013 PCB OIL 220 KG 1 """10 82281 PTA571569 8/1512013 PCB OIL 220 KG 1 -10 B2283 PTA571569 8/612013 PCB OIL 230 KG 1

- 10 82282 PTA571569 8/612013 PCB OIL 210 KG 1 -10 B2441 PTA571569 8/612013 PCB OIL 22 KG 1 -10 82442 PTA571569 8/912013 PCB OIL 38 KG 1 -1o B2277 PTA571569 8/912013 PCB OIL 219 KG 1 -1o B2275 PTA571569 8/912013 PCB OIL 213 KG 1 ~0 82274 PTA571569 819/2013 PCB OIL 221 KG 1 ~0 B2926 PTA571569 812/2013 PCB OIL 281 KG 1

10 .,82279 PTA571569 8/612013 PCB OIL 236 KG 1 TOTAL: 10103

~11 ,.82950 PTA586793 4125/2013 Mop Water with PCB's and Simpfe Green 163 KG 1 -11 A6311 PTA586793 sn12013 Mop Water with PCB's and Simple Green 120 KG 1 -11 B2936 PTA586793 7/2512013 Mo~ Water with PCB's and Sim~e Green 38 KG 1

TOTAL: 321

INCINERATION 1 10/14/2013 F6097 L01841512130080010

Sequence 8

Profile Number: PTA909096

Veolia Tracking 10: 703530-08

Process Veolia Unit 10 Treatment Date Generator# lnter-ComQan~ #

INCINERATION 13 10/14/2013 C4148 L01841512130070010

Sequence 10



Process Veolia Unit 10 Treatment Date Generator# lnter-ComQan~ #

INCINERATION 11 10/14/2013 82284 L01841512130100010

INCINERATION 10 10/14/2013 82285 L01841512130099010

INCINERATION 9 10/14/2013 82286 L01841512130098010

INCINERATION 3 10/14/2013 82433 L01841512130092010

INCINERATION 1 10/14/2013 82434 L01841512130090010

INCINERATION 5 10/14/2013 82435 L01841512130094010

INCINERATION 6 10/14/2013 82436 L01841512130095010

INCINERATION 8 10/14/2013 82437 L01841512130097010

INCINERATION 2 10/14/2013 82438 L01841512130091010

INCINERATION 4 10/14/2013 82439 L01841512130093010

INCINERATION 7 10/14/2013 82440 L01841512130096010

INCINERATION 12 10/14/2013 82443 L01841512130101010

Under civil and criminal penalties of law for the making or submission of false or fraudulent statements or representations (18 U.S.C. 1001 and 15 U.S.C. 2615), I certify that the information contained in or accompanying this document is true, accurate, and complete. As to the identified section(s) of this document for which I cannot personally verify truth and accuracy, I certify as the company official having-supervisory responsibitity1or1he persons who, acting under my direct instructions, made the verification that this information is true, accurate, and complete.

Paul V. Conrad Material Services Manager

15-0ct-13

INCINERATION 24 10/17/2013 F6078 L01841512130048010

INCINERATION 25 10/17/2013 F6080 L01841512130049010

Sequence 10



Process Veolla Unit ID Treatment Date Generator# Inter-Company#

INCINERATION 41 10/17/2013 A6355 L01841512130131010

INCINERATION 23 10119/2013 82274 L01841512130112010

INCINERATION 21 10/19/2013 82275 L01841512130110010

INCINERATION 22 10119/2013 82277 L01841512130111010

INCINERATION 42 10/17/2013 82279 L01841512130132010

INCINERATION 15 10/1512013 82280 L01841512130104010

INCINERATION 16 10/15/2013 82281 L01841512130105010

INCINERATION 13 10/15/2013 82282 L01841512130102010

INCINERATION 14 10/15/2013 82283 L01841512130103010

INCINERATION 26 10/15/2013 82296 L01841512130115010

INCINERATION 28 10/15/2013 82297 L01841512130117010

INCINERATION 25 10/15/2013 82298 L01841512130114010

INCINERATION 27 10/15/2013 82299 L01841512130116010

INCINERATION 43 10/17/2013 82441 L01841512130133010

INCINERATION 24 10/17/2013 82442 L01841512130113010

INCINERATION 32 10/15/2013 82600 L01841512130121010

INCINERATION 29 10/15/2013 82616 L01841512130118010

INCINERATION 31 10/15/2013 82617 L01841512130120010

INCINERATION 40 10/17/2013 82920 L01841512130130010

INCINERATION 39 10117/2013 82921 L01841512130129010

INCINERATION 37 10/17/2013 82922 L01841512130127010

INCINERATION 38 10/17/2013 82923 L01841512130128010

INCINERATION 34 10/15/2013 82924 L01841512130124010

INCINERATION 36 10/1512013 82925 L01841512130126010

INCINERATION 30 10/15/2013 82926 L01841512130119010

INCINERATION 20 10/15/2013 82927 L01841512130109010

INCINERATION 17 10/15/2013 82926 L01841512130106010

INCINERATION 19 10115/2013 82929 L01841512130108010

INCINERATION 33 10/15/2013 82930 L01841512130122010

INCINERATION 35 10/15/2013 82931 L01841512130125010

INCINERATION 18 10/1512013 82932 L01841512130107010

Waste Manifests and Certificate of

Destruction for Containerized

Water/Debris/Slurry

(:)VEOLIA ENVIRONMENTAL SERVICES

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G) VEOLIA

ENVIRONMENTAL SERVICES

VEOLIA ES TECHNICAL SOLUTIONS L.L.C. 1 EDEN LANE FLANDERS. NJ 07836

ATIN: JILL TEED

Veolia ES Technical Solutions, L.L.C. Federal EPA ID: TXD000838896 State EPA ID: 50212-001 Highway 73, 3.5 miles W. of Taylor's Bayou Bridge Port Arthur, TX 77643 (409) 736-2821

rroJ fE @ [E n w [E fiil lJl] JAN 1 5 2014 ~~ By

CERTIFICATE OF DESTRUCTION

Veolia ES Technical Solutions. L.L.C. has received waste material from VEOLIA ES TECHNICAL SOLUTIONS (Fed EPA 10 • NJD980536593) on 12127/2013 as described on [State Manifest or Uniform] Hazardous Waste Manifest number 000923029VES.

Sequence 1

Profile Number: PTA586781 Veolia Tracking ID: 709421-01

Veolia Unit ID Treatment Dale lnter-ComQan~ # Date CD Was Issued 1 1/1112013 L01902466035001010 1114/2014 2 1/11/2013 L01902466035002010 1/14/2014 3 1/11/2013 L01902466035003010 1/14/2014 4 1/11/2013 L01902466035004010 1/14/2014 5 1/11/2013 L01902466035005010 1/14/2014 6 1/1112013 L01902466035006010 1/14/2014 7 1/11/2013 L01902466035007010 1/14/2014 8 1/11/2013 L01902466035008010 1/14/2014 9 111112013 L01902466035009010 1/14/2014 10 1/11/2013 L01902466035010010 1/14/2014 11 1/11/2013 L01902466035011010 1/14/2014 12 1/11/2013 L01902466035012010 1/14/2014 13 1/1112013 L01902466035013010 1/14/2014 14 1111/2013 L01902466035014010 1/14/2014 15 1/11/2013 L01902466035015010 1/14/2014 16 1/11/2013 L01902466035016010 1114/2014 17 1111/2013 L01902466035017010 1/14/2014 18 1/11/2013 L01902466035018010 1/14/2014 19 1/11/2013 L01902466035019010 1/14/2014 20 1111/2013 L01902466035020010 1/14/2014 21 1/1112013 L01902466035021010 1/14/2014 22 1/11/2013 L01902466035022010 1/14/2014 23 1/11/2013 L01902466035023010 1/14/2014

24 1/11/2013 L01902466035024010 1/14/2014 25 1/1112013 L01902466035025010 1/14/2014 26 1/11/2013 L01902466035026010 1/14/2014 27 1/11/2013 L01902466035027010 1/14/2014 28 1/11/2013 L01902466035028010 1/14/2014 29 1/11/2013 L01902466035029010 1114/2014 30 1/11/2013 L01902466035030010 1/14/2014 31 1/11/2013 L01902466035031010 1/14/2014 32 1/11/2013 L01902466035032010 1/14/2014 33 111H2013 L01902466035033010 1114/2014 34 1/11/2013 L01902466035034010 1/14/2014 35 1/11/2013 L01902466035035010 1/14/2014 36 1/11/2013 L01902466035036010 1/14/2014 37 1/11/2013 L01902466035037010 1/14/2014 38 1/11/2013 L01902466035038010 1/14/2014 39 1/11/2013 L01902466035039010 1114/2014

I certify, on behalf of the above listed treatment facility. that to the best of my knowledge, the above·described waste was managed in compliance with all applicable laws, regulations, permits, and licenses on the date listed above. Management of wastes includes pre· treatment blending and subsequent incineration per standardized handling code H040, "Incineration- thermal destruction other than use as fuel", reference 40 CFR Part 262, Appendix Item 19, (TCEQ 30 TAC § 335.10).

Paul V. Conrad Material Services Manager

ge corporate usa mr. richard fisher (osrr07-1) · access point 2a (ap2a) – due to the absence of...

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