Santa Susana Field Laboratory · Work Scope Information Removal of Building 1300 in Area 1 Boeing Santa Susana Field Laboratory May 22, 2012 Introduction The Boeing Company (Boeing)

Page 1 of 128

Page 2 of 128

Attachment A

Work Scope Information for Removal of Buildings and Structures

Page 3 of 128

Work Scope Information Removal of Building 1300 in Area 1

Boeing Santa Susana Field Laboratory May 22, 2012

Introduction The Boeing Company (Boeing) plans to remove most man-made elements associated with building 1300 within the Boeing Santa Susana Field Laboratory (SSFL). This building no longer supports Boeing activity. The building has been cleared, inspected, sampled and prepared for demolition.

Demolition is normally defined as the complete removal of all building walls and roof system including interior and exterior elements, building utility support systems, and all related debris.

Description of Project

In this case, a portion of the building foundation will remain after demolition completion along with aspects of an adjacent asphalt parking area. These features will be used support a temporary office environment which will be installed for short term use following completion of the removal of building 1300. See Attachment G for details. At the conclusion of demolition long term erosion and dust control measures will be implemented as recommended and designed by professional consultants and consistent with State accepted Storm Water Pollution Prevention Plan (SWPPP) protocols. Location and Setting The demolition site is located at SSFL within the Area 1 parcel. The approximate area encompassing the demolition (boundary) totals roughly 36,650 sqft or 0.84 acres.

1. Approximate Building size is 25,000 sqft 2. Approximate Area Asphaltic Pavement and Caps to be removed: 11,650 sqft 3. Please see Attachment F for location details.

The draft RFI Report for Group 1A, including the IEL RFI Site Appendix, was submitted to DTSC in February 2009. Draft comments on surficial media and groundwater portions of the Group 1A Report were received from DTSC’s Geologic Services Unit in January 2011, and comments on human health risk assessment portion of Group 1A Report (specific to the IEL RFI Site) were received from DTSC’s Human and Ecological Risk Office in February 2012. Comments on the ecological risk assessment portion of the Group 1A Report have not yet been received. The response to DTSC comments and preparation of the sampling and analysis plan to finalize the RFI are currently being developed.

RCRA (RFI) Status

Wells RD-35A, RD-35B, and RD-35C are located within the boundary of the demo area along the southwestern edge of the asphalt to remain and will be protected in place.

The intended start date for demolition activities will be on or around June 29, 2012 pending the completion of a DTSC 30-day review of this notification. The demolition effort, including removal of all debris, final dust control measures and erosion control implementation, will take ~4-weeks from start through completion.

Removal Timing

Page 4 of 128

Building 1300 was used as an analytical chemistry research laboratory and logistics warehouse, beginning in the late 1950s. The chemistry laboratory contained numerous smaller rooms and laboratories housing support equipment including compressors, fume hoods, laboratory sinks, and lab work stations. In more recent years, the chemistry laboratory in the western portion of the building was no longer active and the eastern half of the building was used as a logistics warehouse.

Description of Buildings and Major Structures

A 6 foot by 10 foot by 6 foot concrete-lined clarifier is located adjacent to Building 1300 on the northwestern side. This unit will be removed during demolition. Wastewater from laboratory sinks and floor drains connected to piping that discharged into the clarifier which was connected to abandoned brick and mortar septic containment which feed into the B1301 leach field until it was replaced by the sanitary sewer system in 1961. The leach field is not included in this demolition scope of effort.

Additional details and descriptions of B1300 can be found in the RFI Report titled Group 1A – Northeastern Portion of Area I RCRA Facility Investigation Report Santa Susana Field Laboratory, Ventura County, California, Volume III – RFI Site Reports – Appendix B, dated February 2009.

Building 1300, analytical chemistry research laboratory and logistics warehouse, 25,000 sqft. Existing Buildings

Primary construction materials consist of : 1) Exterior cladding – Reinforced Concrete 2) Structural support – Reinforced Concrete

Other structures located in the B1300 demolition boundary included B1305 (Time Clock Shelter) and B1386 (Research Chemical Laboratory and Storage). Both structures have been previously removed.

Former Buildings

Infrastructure associated with existing remediation systems (i.e., Groundwater Extraction Treatment System, air stripping towers, etc.) is not located within the B1300 demolition boundary. However, the asphalt area to the south/southwest of B1300 has been identified as a potential location for the stationing of equipment associated with an in-situ chemical oxidation field experiment that will be conducted as part of the Remedial Investigation of the Chatsworth Formation Operable Unit.

Potential Impacts To Active RFI And Remediation Efforts/Systems

Specific care will be taken to leave undisturbed the planned ISRA IEL Identified as AREA IEL-3, See attachment H for location.

Protect In Place Feature

Three groundwater monitoring wells are located within the B1300 demolition boundary (RD-35A/B/C). In addition, piezometer PZ-075 and well C-10 are located to the north of the demo boundary. Care will be taken to protect all five of these wells during demolition activities.

Potential Impacts To Permanent Groundwater Monitoring.

Page 5 of 128

Characterization of potential waste from the Bldg. 1300 demolition project involved: Waste Characterization

1) A review of existing records related to laboratory analyses from environmental sampling in the area, as well as historical documents pertaining to the building occupancy and operational history

2) Visual inspection of asphalt, concrete, and interior/exterior building walls at project site. 3) Sampling and laboratory analysis of atypical appearing asphalt, stained exterior concrete

pads, exterior water pooling areas on asphalt and concrete, roadbase, and paint from emergency eyewash/shower locations and interior wallboard surfaces.

4) Random sampling and laboratory analysis of concrete within the building itself. Details including an overview of sampling, sample analysis, results characterization and disposition can be found on Attachment B, In-Situ Asphalt, Concrete, Roadbase, and Paint Characterization Report.

Based upon analytical results, management of asphalt waste will be carried out as follows: Asphalt Characterization Summary

1) Asphalt associated with the former parking lot southwest of the Warehouse and the

asphalt on the southeast of the Warehouse, which was also used as a vehicle parking area, is Non-Hazardous Petroleum Hydrocarbon impacted waste and will be shipped to a Class 2 landfill for disposal.

2) Asphalt southwest and northwest of the Chem Lab are Non-Hazardous Recyclable asphalt and will be shipped to an appropriately permitted asphalt recycling facility. Details including an overview of sampling, sample analysis, results characterization and disposition can be found on the attached In-Situ Asphalt, Roadbase, Concrete, and Filter Media Characterization Report.

Details including an overview of sampling, sample analysis, results characterization and disposition can be found on Attachment B, In-Situ Asphalt, Concrete, Roadbase, and Paint Characterization Report.

Based upon analytical results Bldg. 1300 and vicinity base material will be managed as follows: Roadbase Characterization Summary

1) With the exception of the area that was previously beneath the hazardous materials

storage shed, all roadbase removed during the Bldg. 1300 demolition project is Non-Hazardous and may be shipped to a Class 3 landfill for disposal.

2) The roadbase from the area that was previously beneath the hazardous materials storage shed is Non-Hazardous, but as a result of elevated TPH will be shipped to a Class 2 landfill for disposal.


Based upon analytical results and the concrete recycling explanation found later in this document, Bldg. 1300 and vicinity concrete will be managed as follows:

Concrete Characterization Summary

Page 6 of 128

1) All concrete inside the Warehouse and the Chem Lab is Non-Hazardous and has been determined to be suitable for recycling.

2) The concrete on the southwest side of the Warehouse will be managed as RCRA Hazardous Waste and shipped to a Class 1 landfill for disposal.

3) The concrete driveway pads on the southeast side of the Warehouse are Non-Hazardous Waste, but will be shipped to a Class 3 landfill for disposal.

4) The five isolated pads on northwest side of the project site are Non-Hazardous Waste, but will be shipped to a Class 3 landfill for disposal.

5) All other concrete on or near the exterior of Bldg. 1300, including the sidewalk on the northeast side of the Warehouse and the clarifier on the northwest side of the Chem Lab, is Non-Hazardous and has been determined to be suitable for recycling. Details including an overview of sampling, sample analysis, results characterization and disposition can be found on the attached In-Situ Asphalt, Roadbase, Concrete, and Filter Media Characterization Report.


A long inactive sanitary septic containment located on the slope to the north of Bldg. 1300 is currently under investigation. Samples of sediment inside the containment have been collected and submitted to a laboratory for analysis of CAM 17 Metals, VOC, SVOC, TPH, PCB, Pesticides, Herbicides, 96-Hour Acute Aquatic Toxicity LC50, pH, Total and Fecal Coliform bacteria, and Salmonella. The contents of the septic containment will be removed and containerized. The remaining concrete containment structure will then be excavated, placed on plastic, and covered with plastic. The septic containment sediment and structure will be shipped for disposal to an appropriately permitted facility. Final characterization and disposition of the waste will be provided to DTSC, along with analytical results, when available.

Supplimental Sampling, Incidental Features and Follow up Reporting

Floor drains in the Chem Lab and any other drains leading to the former clarifier on the northwest side will be excavated and placed in lined and covered roll-off bins. Any contents of the piping will be sampled and submitted to a state-certified laboratory for analysis. Initially, the piping will be managed as hazardous waste until characterization is possible based on the analytical results of the contents. A summary of the analytical data related to this waste stream and the laboratory report will be forwarded to DTSC upon completion. Radiologic Release Survey and Waste Certification Building 1300 is not a former radiological facility. The post-demolition debris is certified to be radiologically acceptable for off-site disposal and/or recycling. There are no radiological controls or restrictions imposed on future disposition or use of this debris. Waste from this demolition project meets the requirements of disposal facility permits and complies with the California Health & Safety Code. Further details including an overview of sampling, conclusions, references, field survey results can be found on the attached Radiological Release Survey and Waste Certification.

Page 7 of 128

Attachment B

In-Situ Asphalt, Roadbase, and Concrete Characterization Report

Page 8 of 128

The Boeing Company 5800 Woolsey Canyon Road Simi Valley, California 93063

SSFL Bldg. 1300 In-Situ Asphalt, Concrete, Roadbase, and Paint

Characterization Report

May 2012

Page 9 of 128

Page 1 of 13

Contents

Introduction 1 Asphalt Characterization 3 Concrete Characterization 4 Base Material (Roadbase) Characterization 6 White-Painted Concrete/Asphalt Characterization 7 Interior Wallboard Paint 8 Concrete Recycling 8 Incidental Features 9

Appendices 10 Appendix A: Bldg. 1300 Sampling Analytical Results 11

Table 1 Bldg. 1300 Waste Characterization Analyses 11A Table 2 Bldg. 1300 Asphalt and Wallboard Paint Leachate Test Results 11B

Appendix B: Bldg. 1300 Sample Collection Points and Significant Detections 12

Figure 1 Bldg. 1300 Significant Waste Characterization Detections - Warehouse Area 12A

Figure 2 Bldg. 1300 Significant Waste Characterization Detections - Chem Lab Area 12B

Figure 3 Bldg. 1300 Surrounding Area Significant Waste Characterization Detections 12C

Appendix C: Waste Dispositions 13 Figure 4 Bldg. 1300 Waste Dispositions - Warehouse Area 13A Figure 5 Bldg. 1300 Waste Dispositions - Chem Lab Area 13B Figure 6 Bldg. 1300 Surrounding Area Waste Dispositions - Asphalt 13C Figure 7 Bldg. 1300 Surrounding Area Waste Dispositions - Concrete 13D Figure 8 Bldg. 1300 Surrounding Area Waste Dispositions - Roadbase 13E

Page 10 of 128

Page 2 of 13

Bldg. 1300 In-Situ Asphalt, Concrete, Roadbase, and Paint Characterization Report

Introduction

Bldg. 1300 was one of the buildings constructed during the very early years of the Santa Susana Field Laboratory. At one point in time, it housed the site staff offices, with later use as a logistics warehouse (Warehouse). The Warehouse area is largely open space with a separate, more recently constructed office area on the west side. The offices are primarily of wooden stud and painted gypsum wallboard construction. A chemistry laboratory (Chem Lab) was located in the western wing of the Bldg. 1300 structure. Eight individual laboratory rooms are located in the Chem Lab. Depending on the time period, the individual laboratories were dedicated to different functions and varied with respect to the chemicals present in them. The individual laboratories are also constructed using painted gypsum wallboard.

Apart from the building itself, several concrete pads and the remnants of a former water clarifier are situated in the vicinity and will be included in the demolition project. Asphalt paved surfaces are located on the northwest, southwest, and southeast sides of the project site. Eventually, all construction at the Bldg. 1300 site will be demolished. This will be carried out in a phased approach. Initially, the majority of Bldg. 1300 related features will be removed. However, approximately two-thirds of the southeastern Warehouse slab, almost all of the paved surface constituting the Bldg. 1300 parking area, and the concrete sidewalk to the northeast of the Warehouse will remain in place. The remaining pad and asphalt paved area will be incorporated into a temporary modular office environment. Complete removal of all remaining features is anticipated in upcoming years.

In preparing for building and outlying feature demolition, characterization of materials requiring recycling or disposal was conducted to facilitate waste management.

Characterization of potential waste from the Bldg. 1300 demolition project involved:

1) A review of existing records related to laboratory analyses from environmental sampling in the area, as well as historical documents pertaining to the building occupancy and operational history.

2) Visual inspection of asphalt, concrete, and interior/exterior building walls at the project site.

3) Sampling and laboratory analysis of atypical appearing asphalt, stained exterior concrete pads, exterior water pooling areas on asphalt and concrete, roadbase, and paint from emergency eyewash/shower locations and interior wallboard surfaces.

4) Random sampling and laboratory analysis of concrete within the building itself.

Figures showing the Bldg. 1300 waste sample collection points and significant analytical results are presented in Appendix B: "Figure 1 Bldg. 1300 Significant Waste Characterization Detections - Warehouse Area", "Figure 2 Bldg. 1300 Significant Waste Characterization Detections - Chem Lab Area", and "Figure 3 Bldg. 1300 Surrounding Area Significant Waste Characterization Detections."

Page 11 of 128

Page 3 of 13

An asphalt paved former parking lot is located to the southwest of the Warehouse area, while additional asphalt surfaced areas are found to the southwest and northwest of the Chem Lab. There are also sections of asphalt on the southeast side of the project site. For the most part, the asphalt in the vicinity of Bldg. 1300 was unremarkable in appearance. However, in the parking lot area, there is evidence of Petroleum Hydrocarbon impacts. These included some residues, as well as general darkening of the weathered asphalt in some locations. Furthermore, a hydraulic fluid release from a truck hose failure is known to have occurred in the area. A sample of asphalt was collected in this area. Additional samples were collected from beneath a shed that formerly served for hazardous materials storage and from two water accumulation areas to the west and north of the Chem Lab. The four samples were analyzed for Petroleum Hydrocarbons (TPH), CAM 17 Metals, Polychlorinated Biphenyls (PCB), and Semi-Volatile Organic Compounds (SVOC). Analytical results for the Bldg. 1300 asphalt are presented in Appendix A, “Table 1 Bldg. 1300 Waste Characterization Analyses.”

Asphalt Characterization

According to analytical results, significant Petroleum Hydrocarbon impacts were present in the former parking lot area and beneath the former hazardous materials storage shed. The former parking lot area exhibited C10-C24 range Diesel-Range Organics (DRO) at 180 ppm. DRO at 960 ppm and C25-C40 Oil-Range Organics (ORO) at 4,700 ppm were detected in Asphalt beneath the hazardous materials shed. No C6-C12 Gasoline-Range Organics (GRO) were detected in either sample. Hydrocarbon detections in the other two samples were not significant with respect to waste management considerations. Mercury at 9.8 ppm was the most pronounced Regulated Metals detection, but was elevated to this degree only in the sample from beneath the hazardous materials storage shed. The observed concentration exceeded both the 20 X TCLP and 10 X STLC thresholds, so leachate tests were performed. The TCLP resulted in a ND, as did the California Waste Extraction Test (WET). Other Mercury detections were quite low, ranging from 0.01 to 0.2 ppm. Lead at 8.1 ppm was the next most significant Metals detection, but was well below the 10 X STLC threshold of 50 ppm.

One PCB detection occurred: Aroclor 1254 at a concentration of 1.1 ppm. This compares to the 10 X STLC threshold of 50 ppm and the TSCA action level, which is also 50 ppm. One SVOC was detected. Benzo[a]anthracene was detected in one sample at 35 ppm. No other SVOCs were detected, although the laboratory Method Detection Limits (MDL) were elevated as a result of matrix interference. In some cases, the MDLs exceeded applicable regulatory limits. These included 2,4-Dinitrotoluene; 3,3'-Dichlorobenzidine; Benzidine; Hexachlorobenzene; Hexachlorobutadiene; N-Nitrosodimethylamine; and Pentachlorophenol. With the exception of Pentachlorophenol, these compounds have not been detected at hazardous waste regulatory limits at SSFL. Pentachlorophenol has been detected at higher concentrations, but only in context of utility poles, which are not a factor in the upcoming waste asphalt.

Disposition Based upon the analytical results presented above, management of asphalt waste will be carried out as follows:

1) Asphalt associated with the former parking lot southwest of the Warehouse and the asphalt on the southeast of the Warehouse, which was also used as a vehicle parking area, is Non-Hazardous Petroleum Hydrocarbon impacted waste and will be shipped to a Class 2 landfill for disposal.

2) Asphalt southwest and northwest of the Chem Lab are Non-Hazardous Recyclable asphalt and will be shipped to an appropriately permitted asphalt recycling facility.

Page 12 of 128

Page 4 of 13

Asphalt dispositions are presented in Appendix C, "Figure 6 Bldg. 1300 Surrounding Area Waste Dispositions - Asphalt."

Both interior and exterior concrete at the Bldg. 1300 demolition site were sampled. Much of the interior concrete was previously overlain with floor tiles, which were removed (along with mastic), containerized in lined roll-off bins, and managed as a separate wastestream during pre-demolition. As a result of the tile removal process, evidence of potential chemical impacts to the concrete was no longer apparent. Consequently, characterization was based on random sampling. At least four sample collection points were randomly identified in each of the individual laboratory rooms, and samples were collected from six randomly selected locations within the large former warehouse area. The number of samples collected was sufficiently large to enable examination of inter-sample variance to assess representativeness of the sampling. Concrete samples were analyzed for Fluoride, CAM 17 Metals, PCBs, and SVOCs. Analytical results for the Bldg. 1300 concrete are presented in Appendix A, “Table 1 Bldg. 1300 Waste Characterization Analyses.”

Concrete Characterization

Fluoride was detected in only one sample of all the samples collected throughout Bldg. 1300. A sample collected from the Warehouse exhibited Fluoride at 8.8 ppm. When compared to the 10 X STLC threshold of 180 ppm, this is not significant with respect to hazardous waste regulations.

In the Warehouse area, analytical results indicated that all Regulated Metals were below applicable hazardous waste thresholds, with the exception of Chromium. Three samples exhibited Chromium concentrations ranging from 62 ppm to 110 ppm. As the samples exceeded the 10 X STLC threshold of 50 ppm and also, with the maximum concentration sample, the 20 X TCLP threshold of 100 ppm, the California Waste Extraction Test (WET) and the RCRA TCLP leachate tests were performed as appropriate. The maximum WET result was 0.54 mg/L, well below the STLC limit of 5 mg/L. Likewise, the TCLP result of 0.098 mg/L was below the RCRA limit of 5 mg/L. Nickel was the next most significant detection, with a maximum concentration of 61 ppm, and was below the 10 X STLC threshold of 200 ppm.

In the Chem Lab portion of the building, Chromium was again detected at somewhat elevated concentrations exceeding California and RCRA hazardous waste thresholds. Lead was also detected above applicable thresholds. Chromium concentrations above the 10 X STLC threshold ranged from 55 ppm to 380 ppm. Subsequent TCLP and WET analyses resulted in maximum concentrations of 0.19 mg/L and 0.48 mg/L, below the 5 mg/L hazardous waste limits for both tests. Lead was detected at 50 ppm and 60 ppm. Only WET analysis was applicable, with a result of 1.4 mg/L in both cases. Again below the STLC limit of 5 mg/L. Mercury was the next most significant detection, although it did not surpass the applicable thresholds. It was detected at a maximum concentration of 0.59 ppm, as compared to the 10 X STLC threshold of 2 ppm.

Several concrete slabs are present outside of Bldg. 1300. These include a sidewalk on the northeast side of the building, driveway pads on the southeast side of the building, cooling and other equipment foundations on the southwest side of the Warehouse, a former clarifier pit on the northwest side and a number of foundation pads that once supported cabinets for hazardous waste and materials storage in the northwest area of the project site. Analysis of samples collected where staining was evident or locations potentially exposed to chemical impacts (e.g., near equipment mounts, beneath cabinets that previously held chemicals, etc.) revealed two instances where analyte concentrations were above applicable hazardous waste thresholds. Chromium was detected in one sample at 130 ppm. Lead was detected in another

Page 13 of 128

Page 5 of 13

sample at 51 ppm. Both of these samples were collected from equipment foundations on the southwest side of the Warehouse, outside the boiler room. As a result of issues at the laboratory analyzing the concrete samples, WET and TCLP analyses were not performed. Consequently, concrete from the southwest side of the Warehouse will be managed as hazardous waste.

Cadmium was the next most significant Regulated Metal. It was detected at a maximum concentration of 5 ppm, compared to the 10 X STLC threshold of 10 ppm, again from the equipment foundation on the southwest side of the Warehouse. Other than Arsenic at 11 ppm, compared to the 10 X STLC threshold of 50 ppm, no significant detections were observed in samples from concrete that was once beneath hazardous waste and materials cabinets. The levels of Arsenic were only significant because precluded recycling of the implicated concrete (i.e., Boeing SSFL policy prevents concrete recycling when Arsenic is at or above 10 ppm).

No PCBs were detected in any of the samples collected from Bldg. 1300, despite satisfactory laboratory MDLs in the parts per billion range. Only low concentrations of SVOCs were detected throughout the Bldg. 1300 areas. Benzo(a)anthracene was detected at a maximum concentration of 0.88 ppm. Benzyl alcohol was prevalent but no detection exceeded 13 ppm. Bis(2-ethylhexyl)phthalate was detected at a maximum concentration of 2.8 ppm, while Butyl benzyl phthalate was detected at a maximum concentration of 5.5 ppm. The final detected SVOC was Di-n-butyl phthalate at a maximum concentration of 0.7 ppm. These detections are not significant with respect to hazardous waste regulations. However, it is possible that other SVOCs could be present that were not detected, and as a result of matrix interference, the laboratory method detection limits (MDL) may exceed applicable regulatory limits. This possibility was evident with respect to a single analyte in only one sample from the warehouse area, Benzidine. It was not considered to be an issue based on past experience. Extensive sampling and testing has been conducted for many years at SSFL and Benzidine has not been found to be a constituent of concern.

The concrete clarifier on the northwest side of the Chem Lab was steam-cleaned several years ago. It was also likely steam-cleaned at another time in the past, but documentation was not found, so the operation was repeated. Water accumulated in the clarifier was sampled and analyzed with no issues detected.

During concrete removal, conditions are monitored for indications of an unsuspected chemical presence. Atypical odors, monitoring instrument detections, and significant visible staining of proximate soil or the concrete itself will result in a work stoppage. Boeing management will investigate the matter further and determine whether a revised disposition for the area in question is warranted.

Disposition Based upon the analytical results discussed above and the concrete recycling explanation found later in this document, Bldg. 1300 and vicinity concrete will be managed as follows:

1) All concrete inside the Warehouse and the Chem Lab is Non-Hazardous and has been determined to be suitable for recycling.

2) The concrete on the southwest side of the Warehouse will be managed as RCRA Hazardous Waste and shipped to a Class 1 landfill for disposal.

3) The concrete driveway pads on the southeast side of the Warehouse are Non-Hazardous Waste, but will be shipped to a Class 3 landfill for disposal.

4) The five isolated pads on northwest side of the project site are Non-Hazardous Waste, but will be shipped to a Class 3 landfill for disposal.

Page 14 of 128

Page 6 of 13

5) All other concrete on or near the exterior of Bldg. 1300, including the sidewalk on the northeast side of the Warehouse and the clarifier on the northwest side of the Chem Lab, is Non-Hazardous and has been determined to be suitable for recycling.

Concrete dispositions are presented in Appendix C: "Figure 4 Bldg. 1300 Waste Dispositions - Warehouse Area", "Figure 5 Bldg. 1300 Waste Dispositions - Chem Lab Area", and "Figure 7 Bldg. 1300 Surrounding Area Waste Dispositions - Concrete."

Base material underlying asphalt pavement is present on three sides of Bldg. 1300, the north, west, and south. Extensive roadbase sampling and analysis at SSFL has demonstrated that base material used at the site is generally Non-Hazardous, suggesting that the material used at SSFL is clean when laid. The protective pavement overlying the base material prevents impacts from extraneous sources. The potential for issues to arise seems to reside principally in areas where the overlying asphalt has been breeched. Roadbase was sampled in five locations, four of which were situated in areas where the overlying asphalt was seriously cracked and in or near highly trafficked locations. The fifth sample was collected from a point that previously was beneath the major hazardous materials storage shed for the Chem Lab. All of the samples were analyzed for TPH, CAM 17 Metals, PCBs, SVOCs, and VOCs. A pH measurement was also taken. Analytical results for the Bldg. 1300 base material are presented in Appendix A, “Table 1 Bldg. 1300 Waste Characterization Analyses.”

Base Material (Roadbase) Characterization

According to analytical results, one sample exhibited elevated TPH concentrations. This was the sample collected from the area that was once beneath the hazardous materials storage shed for the Chem Lab. DRO was detected at 1,200 ppm. Extractable Fuel Hydrocarbons (EFH) were detected at 1,400 ppm. ORO was ND and GRO was only detected at 0.91 ppm, suggesting the presence of Hydrocarbons greater than C40. Regulated Metals were detected, with Mercury exhibiting a concentration of 2.1 ppm, above the 10 X STLC threshold of 2 ppm. A WET resulted in a ND. Other detected Regulated Metals included Lead at a maximum concentration of 31 ppm and Chromium at a maximum concentration of 18 ppm. Neither of these detections exceeded the applicable 10 X STLC threshold, which is 50 ppm in both cases.

One sample contained detectable PCBs. Aroclor 1254 was detected at 14 ppm, far short of the 50 ppm 10 X STLC threshold and TSCA action limit. One SVOC was detected, Indeno[1,2,3-cd]pyrene at 0.8ppm and 1 ppm, insignificant with respect to hazardous waste regulations. MDLs were somewhat elevated, and did not exceed any regulatory thresholds. No VOCs were detected and MDLs were satisfactory, in the low parts per billion range. The pH of the roadbase was near neutral, ranging from 7 to 7.9.

An anomaly was observed during the collection of the sample at the former location of the hazardous materials storage shed on the southeast side of the Chem Lab. A small mass of grease-like substance was encountered. A sample of the substance was submitted to the laboratory for chemical analysis. TPH was not highly elevated, with EFH at 160 ppm, and this could well be related to the high TPH noted in the surrounding roadbase and the overlying asphalt rather than the substance itself. Regulated Metals were all below applicable hazardous waste thresholds, with Mercury the most significant presence at 1.4 ppm. The 10 X STLC threshold for Mercury is 2 ppm. Aroclor 1254 was detected at 0.1 ppm, but this is likely a carryover from the surrounding roadbase. No SVOCs or VOCs were detected. In the case of the SVOCs, this may be the result of elevated MDLs. However, the MDLs exceeded applicable regulatory thresholds only for Benzidine. Since the presence of Benzidine was at one time used in colormetric test solutions for cyanide, the material was determined to be hazardous. It was

Page 15 of 128

Page 7 of 13

removed from the roadbase, containerized, and managed as a separate wastestream for disposal at an appropriately permitted facility.

Disposition Based upon the analytical results discussed above and the concrete recycling explanation found later in this document, Bldg. 1300 and vicinity base material will be managed as follows:

1) With the exception of the area that was previously beneath the hazardous materials storage shed, all roadbase removed during the Bldg. 1300 demolition project is Non-Hazardous and may be shipped to a Class 3 landfill for disposal.

2) The roadbase from the area that was previously beneath the hazardous materials storage shed is Non-Hazardous, but as a result of elevated TPH will be shipped to a Class 2 landfill for disposal.

Roadbase dispositions are presented in Appendix C, "Figure 7 Bldg. 1300 Surrounding Area Waste Dispositions - Roadbase."

Although rare, in some instances white paint used to designate emergency eyewash and shower stations at SSFL has exhibited elevated concentrations of PCBs and Regulated Metals. White-painted emergency eyewash and shower designations are located in two locations on the exterior of Bldg. 1300 as semi-circles with a diameter of less than four-feet. The paint has been applied to concrete and asphalt surfaces. A sample of paint was collected from each of the painted areas and analyzed for TPH, CAM 17 Metals, PCBs, and SVOCs. Analytical results for the Bldg. 1300 white paint samples are presented in Appendix A, “Table 1 Bldg. 1300 Waste Characterization Analyses.”

White-Painted Concrete/Asphalt Characterization

Differences revealed by analytical results in the chemical composition of two paint samples may indicate different paints. However, the differences in the two samples were primarily in magnitude rather than constituents. Low concentrations of TPH were detected; the maximum EFH was 160 ppm. ORO at 120 ppm was the main contributor. Lead was present in both samples at concentrations exceeding regulatory thresholds. The maximum concentration detected was 78 ppm, above the 10 X STLC threshold of 50 ppm. A WET was performed and yielded a result of 4.1 mg/L, below the STLC hazardous waste limit of 5 mg/L. The next most significant Regulated Metal was Chromium at a maximum concentration of 20 ppm, compared to the 10 X STLC threshold of 50 ppm. No PCBs were detected, despite satisfactorily low MDLs.

No SVOCs were detected, although the laboratory Method Detection Limits (MDL) were elevated as a result of matrix interference. In some cases, the MDLs exceeded applicable regulatory limits. These included 2,4-Dinitrotoluene; 3,3'-Dichlorobenzidine; Benzidine; and Hexachlorobenzene. Some of these compounds are known to have been used for manufacturing paints in the past. TCLP leachate tests were performed for the SVOCs in the white paint. According to the TCLP results, no SVOCs were detected, including the potential issues described above, and MDLs were all below applicable hazardous waste limits. TCLP leachate results for the white paint are presented in Appendix A, “Table 2 Bldg. 1300 Asphalt and Wallboard Paint Leachate Test Results.”

Disposition Based on analytical results as explained above, the white painted concrete and asphalt has been determined to be Non-Hazardous and will be managed in the same manner as the surrounding material.

Page 16 of 128

Page 8 of 13

Most of the interior wall construction within Bldg. 1300 incorporates painted wallboard. Different colors of paint were used and samples were collected of each color. No attempt will be made to segregate wallboard by color because different colors are present in various layers. Evaluation and disposition will be based on "worst case" determinations for all colors together. The paint samples were analyzed for TPH, CAM 17 Metals, PCBs, and SVOCs. Analytical results for the Bldg. 1300 wallboard paint are presented in Appendix A, “Table 1 Bldg. 1300 Waste Characterization Analyses.”

Interior Wallboard Paint

According to analytical results, elevated concentrations of TPH were detected. A maximum EFH concentration of 1,500 ppm was detected, with DRO at a maximum concentration of 680 ppm and ORO at a maximum concentration of 710 ppm. Elevated concentrations of Regulated Metals exceeding applicable regulatory thresholds were also detected. These included Chromium at a maximum concentration of 94 ppm; Lead at a maximum concentration of 1,100 ppm; and Mercury at a maximum concentration of 8.8 ppm. TCLP and WET leachate analyses were ordered, but were not completely available due to laboratory issues. Detected PCBs included Aroclor 1248 at a maximum concentration of 4.5 ppm, Aroclor 1254 at a maximum concentration of 2.6 ppm, and Aroclor 1260 at a maximum concentration of 2 ppm. Considering the sum of all detected Aroclors for any given sample, a maximum total PCB (while recognizing the overlap in PCB congeners among the different Aroclors) concentration of 8.5 ppm was detected. This is well below the 10 X STLC threshold and the TSCA action limit, both of which are 50 ppm.

Detected SVOCs included Bis(2-ethylhexyl) phthalate at a maximum concentration of 54 ppm, Butyl benzyl phthalate at a maximum concentration of 270 ppm, Di-n-butyl phthalate at a maximum concentration of 73 ppm, and Pentachlorophenol at a maximum concentration of 200 ppm. Additionally, MDLs for the paint samples were elevated and among these were several that exceeded applicable regulatory thresholds. These included 2,4,6-Trichlorophenol; 2,4-Dinitrotoluene; 3,3'-Dichlorobenzidine; Benzidine; Hexachlorobenzene; Hexachlorobutadiene; N-Nitrosodimethylamine; and Pentachlorophenol. Some of the analytes with elevated MDLs are known to have been used for manufacturing paint in the past. TCLP leachate tests were performed for the SVOCs in the white paint. According to the TCLP results, the only SVOC from the foregoing list was Pentachlorophenol at a maximum concentration of 0.084 mg/L. This is far below the TCLP limit of 200 mg/L. TCLP leachate results for the paint samples are presented in Appendix A, “Table 2 Bldg. 1300 Asphalt and Wallboard Paint Leachate Test Results.”

Disposition Prior to demolition, all painted wallboard will be removed from Bldg. 1300 and containerized in lined roll-off bins. This material will be transported to a Class 1 landfill for disposal as RCRA Hazardous Waste.

An attempt is made to recycle as much SSFL concrete as possible in compliance with governmental landfill waste diversion programs, but only when the material is clearly suitable for this purpose. Although concrete must be non-hazardous to be eligible for recycling, regulations further stipulate that no soluble pollutants can be present at concentrations in excess of applicable water quality objectives.

Concrete Recycling

Boeing SSFL generally employs U.S. EPA Region IX Preliminary residential soil Remediation Goals (PRG) for the purpose of determining whether or not non-hazardous waste concrete is suitable for recycling. Although the PRGs were not developed for this purpose, no numerical

Page 17 of 128

Page 9 of 13

standards exist that specifically address recycling requirements. In this context, the PRGs do provide an indication of soil safety as it relates to human and environmental health. Recycled concrete from SSFL is typically transformed into Miscellaneous Base for roads and similar applications. This recycled product is not nearly as finely divided as soil, any concrete impacts are likely to exhibit a greater degree of adhesion and/or pore containment than those adsorbed to soil, and the product is used in situations where it is placed beneath a generally protective surface such as pavement or a concrete pad. For these reasons, when PRGs are applied to concrete recycling, the result is far more conservative than originally intended where environmental leaching and human exposure are unrestrained.

PRGs are directly applied to all detected impacts to concrete when determining whether it is suitable for recycling, with the exception of PCBs, Arsenic, and impacts that are not addressed by PRGs. A total summative Aroclor limit of 1 ppm has been set for PCBs based on SSFL recycled concrete usage and penetration data. Concrete is also determined to be unsuitable for recycling when it exhibits an Arsenic concentration of 10 ppm or greater, based on SSFL recycled concrete usage, penetration data, and background Arsenic studies in California.

A long unused sanitary septic containment located on the slope to the north of Bldg. 1300 is currently under investigation. Samples of sediment inside the containment have been collected and submitted to a laboratory for analysis of CAM 17 Metals, VOC, SVOC, TPH, PCB, Pesticides, Herbicides, 96-Hour Acute Aquatic Toxicity LC50, pH, Total and Fecal Coliform bacteria, and Salmonella. The contents of the septic containment will be removed and containerized. The remaining concrete containment structure will then be excavated, placed on plastic, and covered with plastic. The septic containment sediment and structure will be shipped for disposal to an appropriately permitted facility. Final characterization and disposition of the waste will be provided to DTSC, along with analytical results, when available.

Incidental Features

Floor drains in the Chem Lab and any other drains leading to the former clarifier on the northwest side will be excavated and placed in lined and covered roll-off bins. Any contents of the piping will be sampled and submitted to a state-certified laboratory for analysis. Initially, the piping will be managed as hazardous waste until characterization is possible based on the analytical results of the contents. A summary of the analytical data related to this wastestream and the laboratory report will be forwarded to DTSC upon completion.

Page 18 of 128

Page 10 of 13

Appendices

Page 19 of 128

Page 11 of 13

Appendix A

Bldg. 1300 Sampling Analytical Results

Page 20 of 128

Table 1 Bldg. 1300 Waste Characterization Analyses

Page 11A-1 of 28

ASPHALT CONCRETE

AnalyteAll units ppm unless specified otherwise

Threshold Values:a20XTCLP/10XSTLC,bPRG, cLNDFL, dTSCA,eESL (SFRWQCB), fOther CCR Title 22

125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

WR

HS_

C1

125

374_

WR

HS_

C2

125

374_

WR

HS_

C3

125

374_

WR

HS_

C4

125

374_

WR

HS_

C5

125

374_

WR

HS_

C6

125

374_

RM

1_C

1

125

374_

RM

1_C

2

125

374_

RM

1_C

3

125

374_

RM

1_C

4

125

374_

RM

2_C

1

125

374_

RM

2_C

2

125

374_

RM

2_C

3

125

374_

RM

2_C

4

DRO (C10-C24) c100 e370 180 960 74 86 NA NA NA NA NA NA NA NA NA NA NA NA NA NAEFH (C10-C40) c1000 e83 970 5700 920 400 NA NA NA NA NA NA NA NA NA NA NA NA NA NAORO (C25-C40) c1000 e100 780 4700 820 290 NA NA NA NA NA NA NA NA NA NA NA NA NA NA

GRO (C6-C12) c100 ND ND ND ND NA NA NA NA NA NA NA NA NA NA NA NA NA NAFluoride aNA/180 b0.062 NA NA NA NA ND ND ND ND ND 8.8 ND ND ND ND ND ND ND NDAntimony aNA/150 b31 1.2 ND 1.4 ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDArsenic a100/50 b0.062 1.1 0.92 1.4 ND 4.4 2.2 2.6 2.8 0.83 1.1 1.6 1.6 3.9 1.8 2.6 1.8 2.7 1.2Barium a2000/1000 b5400 59 43 76 33 98 69 93 94 14 19 76 88 86 90 80 86 72 57Beryllium aNA/7.5 b150 ND ND ND ND 0.27 ND 0.21 0.23 ND ND 0.23 0.27 0.29 0.26 0.26 0.26 0.25 NDCadmium a20/10 b37 ND 0.25 0.4 0.23 ND ND ND ND ND ND ND ND ND ND ND ND ND NDChromium a100/50 b210 3.4 4.1 6.1 3 19 82 110 62 18 16 8.9 26 35 74 18 95 22 6.2

Cr TCLP/STLC 5/5 mg/LNA / 0.41

0.098 / 0.54

NA / 0.42

NA / 0.40

NA / 0.34

Cobalt aNA/800 b900 2.6 2 3.8 1.9 2.7 3.6 3.8 3.3 0.6 0.67 3 3.5 3.4 3.2 3.1 3.5 3.3 1.8Copper aNA/250 b3100 6.5 6.4 8.6 4.3 29 27 27 35 5.2 7.3 19 23 42 39 22 21 10 14Lead a100/50 b150 ND 8.1 1 2.4 4.4 7.2 6.4 2.7 1.6 0.82 6.3 5 4.3 4 6.9 12 8.5 5

Pb TCLP/STLC 5/5 mg/LMercury a4/2 b23 0.01 9.80 0.20 0.04 0.03 0.03 0.02 0.03 0.03 0.02 0.06 0.05 0.23 0.10 0.03 0.07 0.05 0.03

Hg TCLP/STLC 1/1 mg/LND / ND

Molybdenum aNA/3500 b390 ND ND ND ND ND 4.3 4.7 2.3 0.99 0.77 ND 0.63 3 5.3 ND 6.4 ND NDNickel aNA/200 b1600 7.1 3.4 14 6.7 4.5 60 61 5.7 17 9.3 4.1 9.7 16 51 5.2 86 6.5 2.8Selenium a20/10 b390 1.4 ND ND ND 0.54 ND ND ND ND 0.54 ND 1.2 ND ND ND ND ND ND

Page 21 of 128


Page 11A-2 of 28

ASPHALT CONCRETE



125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

WR

HS_

C1

125

374_

WR

HS_

C2

125

374_

WR

HS_

C3

125

374_

WR

HS_

C4

125

374_

WR

HS_

C5

125

374_

WR

HS_

C6

125

374_

RM

1_C

1

125

374_

RM

1_C

2

125

374_

RM

1_C

3

125

374_

RM

1_C

4

125

374_

RM

2_C

1

125

374_

RM

2_C

2

125

374_

RM

2_C

3

125

374_

RM

2_C

4

Silver a100/50 b390 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDThallium aNA/70 b5.2 1.7 1.6 2.2 0.85 ND ND ND ND ND ND ND ND ND ND ND ND ND NDVanadium aNA/240 b78 20 11 23 12 21 20 25 25 4.2 4.6 16 21 21 22 19 19 20 11Zinc aNA/2500 b23000 21 47 46 22 68 76 64 73 11 12 42 40 52 55 47 93 40 32Aroclor 1016 aNA/50 b0.22 d50 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAroclor 1221 aNA/50 b0.22 d50 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAroclor 1232 aNA/50 b0.22 d50 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAroclor 1242 aNA/50 b0.22 d50 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAroclor 1248 aNA/50 b0.22 d50 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAroclor 1254 aNA/50 b0.22 d50 ND 1.1 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAroclor 1260 aNA/50 b0.22 d50 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND1,2,4-Trichlorobenzene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND1,2-Dichlorobenzene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND1,2-Diphenylhydrazine (as Azobenzene) ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND1,3-Dichlorobenzene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND1,3-Dinitrobenzene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND1,4-Dichlorobenzene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND1-Naphthylamine ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2,4,5-Trichlorophenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2,4,6-Trichlorophenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2,4-Dichlorophenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2,4-Dimethylphenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2,4-Dinitrophenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2,4-Dinitrotoluene a2.6/NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2,6-Dinitrotoluene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2-Chloronaphthalene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2-Chlorophenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 22 of 128


Page 11A-3 of 28

ASPHALT CONCRETE



125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

WR

HS_

C1

125

374_

WR

HS_

C2

125

374_

WR

HS_

C3

125

374_

WR

HS_

C4

125

374_

WR

HS_

C5

125

374_

WR

HS_

C6

125

374_

RM

1_C

1

125

374_

RM

1_C

2

125

374_

RM

1_C

3

125

374_

RM

1_C

4

125

374_

RM

2_C

1

125

374_

RM

2_C

2

125

374_

RM

2_C

3

125

374_

RM

2_C

4

2-Methylnaphthalene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2-Methylphenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2-Naphthylamine ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2-Nitroaniline ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2-Nitrophenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND3,3'-Dichlorobenzidine f10 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND3-Methylphenol + 4-Methylphenol a4000/NA b3100 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND3-Nitroaniline ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND4,6-Dinitro-2- ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND4-Aminobiphenyl ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND4-Bromophenyl phenyl ether ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND4-Chloro-3-methylphenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND4-Chloroaniline ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND4-Chlorophenyl phenyl ether ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND4-Nitroaniline ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND4-Nitrophenol ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAcenaphthene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAcenaphthylene b3700 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAniline ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDAnthracene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDBenzidine f10 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDBenzo[a]anthracene ND ND ND 35 ND ND 0.88 0.87 ND ND ND ND ND ND ND ND ND NDBenzo[a]pyrene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDBenzo[b]fluoranthene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 23 of 128


Page 11A-4 of 28

ASPHALT CONCRETE



125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

WR

HS_

C1

125

374_

WR

HS_

C2

125

374_

WR

HS_

C3

125

374_

WR

HS_

C4

125

374_

WR

HS_

C5

125

374_

WR

HS_

C6

125

374_

RM

1_C

1

125

374_

RM

1_C

2

125

374_

RM

1_C

3

125

374_

RM

1_C

4

125

374_

RM

2_C

1

125

374_

RM

2_C

2

125

374_

RM

2_C

3

125

374_

RM

2_C

4

Benzo[g,h,i]perylene bNA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDBenzo[k]fluoranthene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDBenzoic acid b100000 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDBenzyl alcohol b18000 ND ND ND ND ND ND ND ND ND ND 2.9 2.8 1.7 1.7 2.6 ND ND 9.6bis (2-chloroisopropyl) ether ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDBis(2-chloroethoxy)methane ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDBis(2-chloroethyl)ether ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Bis(2-ethylhexyl) phthalate b35 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 1.1 ND NDButyl benzyl phthalate b12000 ND ND ND ND ND ND ND ND ND ND ND ND ND 0.67 ND ND 3.6 NDChrysene b62 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDDibenz(a,h)anthracene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDDibenzofuran b150 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDDiethyl phthalate b49000 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND aminoazobenzene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDDimethyl phthalate ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDDi-n-butyl phthalate b6100 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDDi-n-octyl phthalate b2400 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDFluoranthene b2300 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDFluorene b2700 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDHexachlorobenzene a2.6/NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDHexachlorobutadiene a10/NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDe ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDHexachloroethane a60/NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDIndeno[1,2,3-cd]pyrene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDIsophorone b510 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 24 of 128


Page 11A-5 of 28

ASPHALT CONCRETE



125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

WR

HS_

C1

125

374_

WR

HS_

C2

125

374_

WR

HS_

C3

125

374_

WR

HS_

C4

125

374_

WR

HS_

C5

125

374_

WR

HS_

C6

125

374_

RM

1_C

1

125

374_

RM

1_C

2

125

374_

RM

1_C

3

125

374_

RM

1_C

4

125

374_

RM

2_C

1

125

374_

RM

2_C

2

125

374_

RM

2_C

3

125

374_

RM

2_C

4

Kepone ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDNaphthalene b1.7 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDNitrobenzene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDN-Nitrosodimethylamine ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDN-Nitrosodi-n-propylamine ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDN-Nitrosodiphenylamine ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDPentachlorophenol a2000/17 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDPhenanthrene ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDPhenol b18000 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDPyrene b2300 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

1,1,1,2-Tetrachloroethane b3.2NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

1,1,1-Trichloroethane b1200 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

1,1,2,2-Tetrachloroethane b0.41NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

1,1,2-Trichloroethane b0.73 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,1-Dichloroethane b2.8 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,1-Dichloroethene a14/NA b120 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,1-Dichloropropene NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,2,3-Trichlorobenzene NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,2,3-Trichloropropane b52 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,2,4-Trichlorobenzene b62 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,2,4-Trimethylbenzene b52 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,2-Dibromo-3-Chloropropane b0.03

NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

1,2-Dibromoethane b0.032 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,2-Dichlorobenzene b600 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,2-Dichloroethane a10/NA b0.28 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Page 25 of 128


Page 11A-6 of 28

ASPHALT CONCRETE



125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

WR

HS_

C1

125

374_

WR

HS_

C2

125

374_

WR

HS_

C3

125

374_

WR

HS_

C4

125

374_

WR

HS_

C5

125

374_

WR

HS_

C6

125

374_

RM

1_C

1

125

374_

RM

1_C

2

125

374_

RM

1_C

3

125

374_

RM

1_C

4

125

374_

RM

2_C

1

125

374_

RM

2_C

2

125

374_

RM

2_C

3

125

374_

RM

2_C

4

1,2-Dichloropropane b0.34 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

1,3,5-Trimethylbenzene b21NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

1,3-Dichlorobenzene b530 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,3-Dichloropropane b100 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA1,4-Dichlorobenzene a150/NA b3.4 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA2,2-Dichloropropane NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA2-Butanone (MEK) a4000/NA b2.2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA2-Chlorotoluene b160 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA2-Hexanone NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA4-Chlorotoluene b160 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA4-Methyl-2-pentanone (MIBK) NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Acetone b14000 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NABenzene b0.64 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NABromobenzene b28 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NABromochloromethane NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NABromodichloromethane b0.82 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NABromoform b62 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NABromomethane b3.9 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NACarbon disulfide b360 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NACarbon tetrachloride a10/NA b0.25 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAChlorobenzene a2000/NA b150 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAChloroethane b3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAChloroform a120/NA b0.94 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAChloromethane b47 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAcis-1,2-Dichloroethene b43 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAcis-1,3-Dichloropropene b0.78 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Page 26 of 128


Page 11A-7 of 28

ASPHALT CONCRETE



125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

WR

HS_

C1

125

374_

WR

HS_

C2

125

374_

WR

HS_

C3

125

374_

WR

HS_

C4

125

374_

WR

HS_

C5

125

374_

WR

HS_

C6

125

374_

RM

1_C

1

125

374_

RM

1_C

2

125

374_

RM

1_C

3

125

374_

RM

1_C

4

125

374_

RM

2_C

1

125

374_

RM

2_C

2

125

374_

RM

2_C

3

125

374_

RM

2_C

4

Dibromochloromethane b1.1 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NADibromomethane NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Dichlorodifluoromethane b94NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Ethylbenzene b400 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAHexachlorobutadiene b6.2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAIsopropylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAm,p-Xylene b270 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAMethylene Chloride b9.1 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAMethyl-t-Butyl Ether b32 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANaphthalene b1.7 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAn-Butylbenzene b240 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAN-Propylbenzene b240 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAo-Xylene b270 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAp-Isopropyltoluene NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAsec-Butylbenzene b220 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAStyrene b1700 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAtert-Butylbenzene b390 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NATetrachloroethene a14/NA b0.48 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAToluene b520 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

trans-1,2-Dichloroethene b69NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

trans-1,3-Dichloropropene b0.78 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NATrichloroethene a10/2040 b2.9 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NATrichlorofluoromethane b390 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAVinyl chloride a4/NA b0.079 f10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NApH f<=2 or >=12.5 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Page 27 of 128


Page 11A-8 of 28



DRO (C10-C24) c100 e370EFH (C10-C40) c1000 e83ORO (C25-C40) c1000 e100GRO (C6-C12) c100Fluoride aNA/180 b0.062Antimony aNA/150 b31Arsenic a100/50 b0.062Barium a2000/1000 b5400Beryllium aNA/7.5 b150Cadmium a20/10 b37Chromium a100/50 b210

Cr TCLP/STLC 5/5 mg/LCobalt aNA/800 b900Copper aNA/250 b3100Lead a100/50 b150

Pb TCLP/STLC 5/5 mg/LMercury a4/2 b23

Hg TCLP/STLC 1/1 mg/LMolybdenum aNA/3500 b390Nickel aNA/200 b1600Selenium a20/10 b390

CONCRETE

125

374_

RM

3_C

1

125

374_

RM

3_C

2

125

374_

RM

3_C

3

125

374_

RM

3_C

4

125

374_

RM

4A_C

1

125

374_

RM

4A_C

2

125

374_

RM

4A_C

3

125

374_

RM

4A_C

4

125

374_

RM

4B_C

1

125

374_

RM

4B_C

2

125

374_

RM

5_C

1

125

374_

RM

5_C

2

125

374_

RM

5_C

3

125

374_

RM

5_C

4

125

374_

RM

6_C

1

125

374_

RM

6_C

2

125

374_

RM

6_C

3

125

374_

RM

6_ C

4

NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NAND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND8.9 7.7 7.3 5.2 3.5 2.9 2.9 8.2 3.8 2.2 3.8 2.8 2.6 7.2 3.1 2.6 2.6 3.388 91 81 51 100 76 74 170 77 81 89 81 92 91 95 75 91 110ND ND ND ND ND ND ND ND ND ND 0.33 0.23 0.25 ND ND 0.26 0.25 0.25ND 0.47 ND ND ND ND ND ND ND ND ND ND ND 0.43 ND ND ND ND13 49 14 7.5 110 62 380 25 13 57 20 56 32 22 33 16 55 45

0.19 / 0.48

NA / 0.47

ND / 0.35

NA / 0.39

NA / 0.42

NA / 0.36

2.2 3.7 4.3 2.4 3.6 4 4.4 6.2 3.6 3.8 2.8 2.9 3.2 3 3.2 3.4 4 3.730 43 36 11 36 19 23 12 15 20 25 24 27 35 29 19 20 3062 44 49 38 4 8 7.4 9 9.6 8.8 4.3 3.6 7 50 5.4 7.8 7.8 4.3

NA / 1.4

NA / 1.4

0.18 0.04 0.13 0.15 0.04 0.07 0.03 0.03 0.71 0.20 0.04 0.02 0.04 0.02 0.02 0.02 0.03 0.05

0.68 5.1 2 0.38 1.3 1.1 0.74 ND ND 2.5 ND ND 1.1 1.6 ND ND 0.78 ND3.7 18 8.5 3.6 16 13 14 13 5.3 41 13 5.9 22 7.6 4.8 7.5 14 5.7ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 28 of 128


Page 11A-9 of 28



Silver a100/50 b390Thallium aNA/70 b5.2Vanadium aNA/240 b78Zinc aNA/2500 b23000Aroclor 1016 aNA/50 b0.22 d50Aroclor 1221 aNA/50 b0.22 d50Aroclor 1232 aNA/50 b0.22 d50Aroclor 1242 aNA/50 b0.22 d50Aroclor 1248 aNA/50 b0.22 d50Aroclor 1254 aNA/50 b0.22 d50Aroclor 1260 aNA/50 b0.22 d501,2,4-Trichlorobenzene1,2-Dichlorobenzene1,2-Diphenylhydrazine (as Azobenzene)1,3-Dichlorobenzene1,3-Dinitrobenzene1,4-Dichlorobenzene1-Naphthylamine2,4,5-Trichlorophenol2,4,6-Trichlorophenol2,4-Dichlorophenol2,4-Dimethylphenol2,4-Dinitrophenol2,4-Dinitrotoluene a2.6/NA2,6-Dinitrotoluene2-Chloronaphthalene2-Chlorophenol

CONCRETE

125

374_

RM

3_C

1

125

374_

RM

3_C

2

125

374_

RM

3_C

3

125

374_

RM

3_C

4

125

374_

RM

4A_C

1

125

374_

RM

4A_C

2

125

374_

RM

4A_C

3

125

374_

RM

4A_C

4

125

374_

RM

4B_C

1

125

374_

RM

4B_C

2

125

374_

RM

5_C

1

125

374_

RM

5_C

2

125

374_

RM

5_C

3

125

374_

RM

5_C

4

125

374_

RM

6_C

1

125

374_

RM

6_C

2

125

374_

RM

6_C

3

125

374_

RM

6_ C

4

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND17 24 24 14 23 20 21 47 20 21 20 19 22 23 22 20 22 2649 44 47 17 67 37 34 52 39 39 43 43 47 52 54 37 38 54ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 29 of 128


Page 11A-10 of 28



2-Methylnaphthalene2-Methylphenol2-Naphthylamine2-Nitroaniline2-Nitrophenol3,3'-Dichlorobenzidine f103-Methylphenol + 4-Methylphenol a4000/NA b31003-Nitroaniline4,6-Dinitro-2-4-Aminobiphenyl4-Bromophenyl phenyl ether4-Chloro-3-methylphenol4-Chloroaniline4-Chlorophenyl phenyl ether4-Nitroaniline4-NitrophenolAcenaphtheneAcenaphthylene b3700AnilineAnthraceneBenzidine f10Benzo[a]anthraceneBenzo[a]pyreneBenzo[b]fluoranthene

CONCRETE

125

374_

RM

3_C

1

125

374_

RM

3_C

2

125

374_

RM

3_C

3

125

374_

RM

3_C

4

125

374_

RM

4A_C

1

125

374_

RM

4A_C

2

125

374_

RM

4A_C

3

125

374_

RM

4A_C

4

125

374_

RM

4B_C

1

125

374_

RM

4B_C

2

125

374_

RM

5_C

1

125

374_

RM

5_C

2

125

374_

RM

5_C

3

125

374_

RM

5_C

4

125

374_

RM

6_C

1

125

374_

RM

6_C

2

125

374_

RM

6_C

3

125

374_

RM

6_ C

4

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 30 of 128


Page 11A-11 of 28



Benzo[g,h,i]perylene bNABenzo[k]fluorantheneBenzoic acid b100000Benzyl alcohol b18000bis (2-chloroisopropyl) etherBis(2-chloroethoxy)methaneBis(2-chloroethyl)ether

Bis(2-ethylhexyl) phthalate b35Butyl benzyl phthalate b12000Chrysene b62Dibenz(a,h)anthraceneDibenzofuran b150Diethyl phthalate b49000 aminoazobenzeneDimethyl phthalateDi-n-butyl phthalate b6100Di-n-octyl phthalate b2400Fluoranthene b2300Fluorene b2700Hexachlorobenzene a2.6/NAHexachlorobutadiene a10/NAeHexachloroethane a60/NAIndeno[1,2,3-cd]pyreneIsophorone b510

CONCRETE

125

374_

RM

3_C

1

125

374_

RM

3_C

2

125

374_

RM

3_C

3

125

374_

RM

3_C

4

125

374_

RM

4A_C

1

125

374_

RM

4A_C

2

125

374_

RM

4A_C

3

125

374_

RM

4A_C

4

125

374_

RM

4B_C

1

125

374_

RM

4B_C

2

125

374_

RM

5_C

1

125

374_

RM

5_C

2

125

374_

RM

5_C

3

125

374_

RM

5_C

4

125

374_

RM

6_C

1

125

374_

RM

6_C

2

125

374_

RM

6_C

3

125

374_

RM

6_ C

4

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2.5 ND 2.2 3.8 6.5 2.7 3.2 0.88 5 6.6 4.9 1.8 4.9 5.1 8.8 2.9 4.5 6.8

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND 0.7 ND ND ND ND 2.8 ND ND ND ND ND ND1.1 1.9 ND ND 0.73 3.2 0.76 ND ND ND ND 5.5 ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 31 of 128


Page 11A-12 of 28



KeponeNaphthalene b1.7NitrobenzeneN-NitrosodimethylamineN-Nitrosodi-n-propylamineN-NitrosodiphenylaminePentachlorophenol a2000/17PhenanthrenePhenol b18000Pyrene b2300

1,1,1,2-Tetrachloroethane b3.21,1,1-Trichloroethane b1200

1,1,2,2-Tetrachloroethane b0.411,1,2-Trichloroethane b0.731,1-Dichloroethane b2.81,1-Dichloroethene a14/NA b1201,1-Dichloropropene1,2,3-Trichlorobenzene1,2,3-Trichloropropane b521,2,4-Trichlorobenzene b621,2,4-Trimethylbenzene b521,2-Dibromo-3-Chloropropane b0.031,2-Dibromoethane b0.0321,2-Dichlorobenzene b6001,2-Dichloroethane a10/NA b0.28

CONCRETE

125

374_

RM

3_C

1

125

374_

RM

3_C

2

125

374_

RM

3_C

3

125

374_

RM

3_C

4

125

374_

RM

4A_C

1

125

374_

RM

4A_C

2

125

374_

RM

4A_C

3

125

374_

RM

4A_C

4

125

374_

RM

4B_C

1

125

374_

RM

4B_C

2

125

374_

RM

5_C

1

125

374_

RM

5_C

2

125

374_

RM

5_C

3

125

374_

RM

5_C

4

125

374_

RM

6_C

1

125

374_

RM

6_C

2

125

374_

RM

6_C

3

125

374_

RM

6_ C

4

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND




NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA


NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Page 32 of 128


Page 11A-13 of 28



1,2-Dichloropropane b0.34

1,3,5-Trimethylbenzene b211,3-Dichlorobenzene b5301,3-Dichloropropane b1001,4-Dichlorobenzene a150/NA b3.42,2-Dichloropropane2-Butanone (MEK) a4000/NA b2.22-Chlorotoluene b1602-Hexanone4-Chlorotoluene b1604-Methyl-2-pentanone (MIBK)Acetone b14000Benzene b0.64Bromobenzene b28BromochloromethaneBromodichloromethane b0.82Bromoform b62Bromomethane b3.9Carbon disulfide b360Carbon tetrachloride a10/NA b0.25Chlorobenzene a2000/NA b150Chloroethane b3Chloroform a120/NA b0.94Chloromethane b47cis-1,2-Dichloroethene b43cis-1,3-Dichloropropene b0.78

CONCRETE

125

374_

RM

3_C

1

125

374_

RM

3_C

2

125

374_

RM

3_C

3

125

374_

RM

3_C

4

125

374_

RM

4A_C

1

125

374_

RM

4A_C

2

125

374_

RM

4A_C

3

125

374_

RM

4A_C

4

125

374_

RM

4B_C

1

125

374_

RM

4B_C

2

125

374_

RM

5_C

1

125

374_

RM

5_C

2

125

374_

RM

5_C

3

125

374_

RM

5_C

4

125

374_

RM

6_C

1

125

374_

RM

6_C

2

125

374_

RM

6_C

3

125

374_

RM

6_ C

4



NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA


NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Page 33 of 128


Page 11A-14 of 28



Dibromochloromethane b1.1Dibromomethane

Dichlorodifluoromethane b94Ethylbenzene b400Hexachlorobutadiene b6.2Isopropylbenzenem,p-Xylene b270Methylene Chloride b9.1Methyl-t-Butyl Ether b32Naphthalene b1.7n-Butylbenzene b240N-Propylbenzene b240o-Xylene b270p-Isopropyltoluenesec-Butylbenzene b220Styrene b1700tert-Butylbenzene b390Tetrachloroethene a14/NA b0.48Toluene b520

trans-1,2-Dichloroethene b69trans-1,3-Dichloropropene b0.78Trichloroethene a10/2040 b2.9Trichlorofluoromethane b390Vinyl chloride a4/NA b0.079 f10pH f<=2 or >=12.5

CONCRETE

125

374_

RM

3_C

1

125

374_

RM

3_C

2

125

374_

RM

3_C

3

125

374_

RM

3_C

4

125

374_

RM

4A_C

1

125

374_

RM

4A_C

2

125

374_

RM

4A_C

3

125

374_

RM

4A_C

4

125

374_

RM

4B_C

1

125

374_

RM

4B_C

2

125

374_

RM

5_C

1

125

374_

RM

5_C

2

125

374_

RM

5_C

3

125

374_

RM

5_C

4

125

374_

RM

6_C

1

125

374_

RM

6_C

2

125

374_

RM

6_C

3

125

374_

RM

6_ C

4

NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA


NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA


NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

Page 34 of 128


Page 11A-15 of 28







CONCRETE ROADBASE

125

374_

RM

7_ C

1

125

374_

RM

7_ C

2

125

374_

RM

7_ C

3

125

374_

RM

7_ C

4

125

374_

RM

8_ C

1

125

374_

RM

8_ C

2

125

374_

RM

8_ C

3

125

374_

RM

8_ C

4

125

374_

EXT_

C1

125

374_

EXT_

C2

125

374_

EXT_

C3

125

374_

EXT_

C4

125

374_

EXT_

C5

125

374_

RD

BS_S

1

125

374_

RD

BS_S

2

125

374_

RD

BS_S

3

125

374_

RD

BS_S

4

125

374_

RD

BS_S

5

125

374_

RD

BS_S

6(g

reas

e-lik

e m

ater

ial)

NA NA NA NA NA NA NA NA ND ND ND ND ND ND 1200 4 ND ND 38NA NA NA NA NA NA NA NA ND ND 3.9 ND ND 16 1400 32 11 13 160NA NA NA NA NA NA NA NA ND ND ND ND ND 13 ND 27 8.6 10 120NA NA NA NA NA NA NA NA ND ND ND ND ND ND 0.91 ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA NA NAND ND ND ND ND ND ND ND ND 3.1 2.2 2 1.5 ND ND ND ND ND ND2.1 1.9 1.3 3.3 4.4 3.3 6.2 2.3 8.7 6.8 9.6 11 11 ND 3.9 1.4 4.8 11 1.982 82 89 100 75 74 88 72 69 84 160 73 76 120 55 95 59 49 120ND 0.29 0.28 0.27 ND ND ND ND ND ND ND 0.22 0.21 ND 0.45 ND 0.42 0.53 0.37ND ND ND ND ND ND 0.54 ND 0.65 5 ND 0.23 0.29 ND ND 0.23 ND 1 0.6415 45 66 16 49 36 16 14 10 130 23 44 25 9 18 7.5 18 18 6.5

NA / 0.26

Not Avail.

3.8 3.8 4.6 3 4.3 3.5 3.2 3.9 2.6 3.7 2.7 3.5 6.7 5.4 5.7 3 5.7 6.8 5.416 22 44 30 29 27 13 16 15 36 8.3 8.4 24 10 8 8.4 8.4 14 1910 7.5 8.6 5.5 12 9.6 6.4 11 51 36 49 42 34 1.4 6 1.5 31 6.7 18

Not Avail.

0.59 0.04 0.07 0.05 0.41 0.17 0.26 0.47 0.03 0.03 0.51 0.67 0.03 ND 0.03 0.01 2.10 0.02 1.40

NA / ND

ND 1 3.1 ND ND ND ND ND 0.84 2.7 3.8 9 0.44 ND ND 0.21 ND ND ND7.4 9.9 15 8.2 8.6 5.2 6.1 6.5 4.8 7.9 ND ND 10 6.9 13 8.1 12 12 7.8ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 35 of 128


Page 11A-16 of 28




CONCRETE ROADBASE

125

374_

RM

7_ C

1

125

374_

RM

7_ C

2

125

374_

RM

7_ C

3

125

374_

RM

7_ C

4

125

374_

RM

8_ C

1

125

374_

RM

8_ C

2

125

374_

RM

8_ C

3

125

374_

RM

8_ C

4

125

374_

EXT_

C1

125

374_

EXT_

C2

125

374_

EXT_

C3

125

374_

EXT_

C4

125

374_

EXT_

C5

125

374_

RD

BS_S

1

125

374_

RD

BS_S

2

125

374_

RD

BS_S

3

125

374_

RD

BS_S

4

125

374_

RD

BS_S

5

125

374_

RD

BS_S

6(g

reas

e-lik

e m

ater

ial)

ND ND ND ND ND ND ND ND ND ND 2.5 ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND 17 21 ND ND ND ND ND ND ND23 25 22 22 24 18 21 22 17 23 32 30 24 26 30 19 29 28 1742 73 56 55 47 57 27 44 220 220 0.03 0.02 100 43 130 26 46 100 120ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND 14 ND ND ND 0.13ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 36 of 128


Page 11A-17 of 28




CONCRETE ROADBASE

125

374_

RM

7_ C

1

125

374_

RM

7_ C

2

125

374_

RM

7_ C

3

125

374_

RM

7_ C

4

125

374_

RM

8_ C

1

125

374_

RM

8_ C

2

125

374_

RM

8_ C

3

125

374_

RM

8_ C

4

125

374_

EXT_

C1

125

374_

EXT_

C2

125

374_

EXT_

C3

125

374_

EXT_

C4

125

374_

EXT_

C5

125

374_

RD

BS_S

1

125

374_

RD

BS_S

2

125

374_

RD

BS_S

3

125

374_

RD

BS_S

4

125

374_

RD

BS_S

5

125

374_

RD

BS_S

6(g

reas

e-lik

e m

ater

ial)

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 37 of 128


Page 11A-18 of 28





CONCRETE ROADBASE

125

374_

RM

7_ C

1

125

374_

RM

7_ C

2

125

374_

RM

7_ C

3

125

374_

RM

7_ C

4

125

374_

RM

8_ C

1

125

374_

RM

8_ C

2

125

374_

RM

8_ C

3

125

374_

RM

8_ C

4

125

374_

EXT_

C1

125

374_

EXT_

C2

125

374_

EXT_

C3

125

374_

EXT_

C4

125

374_

EXT_

C5

125

374_

RD

BS_S

1

125

374_

RD

BS_S

2

125

374_

RD

BS_S

3

125

374_

RD

BS_S

4

125

374_

RD

BS_S

5

125

374_

RD

BS_S

6(g

reas

e-lik

e m

ater

ial)

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND2.7 1.6 13 8.5 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

ND ND 1.3 ND 0.21 ND 1.3 0.92 ND ND ND ND ND ND ND ND ND ND NDND 4.4 ND ND 0.22 ND ND 1.4 ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND 0.71 ND ND 0.15 ND 0.27 0.34 ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 1 0.8 NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

Page 38 of 128


Page 11A-19 of 28






CONCRETE ROADBASE

125

374_

RM

7_ C

1

125

374_

RM

7_ C

2

125

374_

RM

7_ C

3

125

374_

RM

7_ C

4

125

374_

RM

8_ C

1

125

374_

RM

8_ C

2

125

374_

RM

8_ C

3

125

374_

RM

8_ C

4

125

374_

EXT_

C1

125

374_

EXT_

C2

125

374_

EXT_

C3

125

374_

EXT_

C4

125

374_

EXT_

C5

125

374_

RD

BS_S

1

125

374_

RD

BS_S

2

125

374_

RD

BS_S

3

125

374_

RD

BS_S

4

125

374_

RD

BS_S

5

125

374_

RD

BS_S

6(g

reas

e-lik

e m

ater

ial)

ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND

NA NA NA NA NA NA NA NA NA NA NA NA NAND ND ND ND ND ND

NA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND ND


NA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND ND


NA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND ND

Page 39 of 128


Page 11A-20 of 28





CONCRETE ROADBASE

125

374_

RM

7_ C

1

125

374_

RM

7_ C

2

125

374_

RM

7_ C

3

125

374_

RM

7_ C

4

125

374_

RM

8_ C

1

125

374_

RM

8_ C

2

125

374_

RM

8_ C

3

125

374_

RM

8_ C

4

125

374_

EXT_

C1

125

374_

EXT_

C2

125

374_

EXT_

C3

125

374_

EXT_

C4

125

374_

EXT_

C5

125

374_

RD

BS_S

1

125

374_

RD

BS_S

2

125

374_

RD

BS_S

3

125

374_

RD

BS_S

4

125

374_

RD

BS_S

5

125

374_

RD

BS_S

6(g

reas

e-lik

e m

ater

ial)

NA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND ND


NA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND ND


NA NA NA NA NA NA NA NA NA NA NA NA NA 0.01 ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND ND

Page 40 of 128


Page 11A-21 of 28






CONCRETE ROADBASE

125

374_

RM

7_ C

1

125

374_

RM

7_ C

2

125

374_

RM

7_ C

3

125

374_

RM

7_ C

4

125

374_

RM

8_ C

1

125

374_

RM

8_ C

2

125

374_

RM

8_ C

3

125

374_

RM

8_ C

4

125

374_

EXT_

C1

125

374_

EXT_

C2

125

374_

EXT_

C3

125

374_

EXT_

C4

125

374_

EXT_

C5

125

374_

RD

BS_S

1

125

374_

RD

BS_S

2

125

374_

RD

BS_S

3

125

374_

RD

BS_S

4

125

374_

RD

BS_S

5

125

374_

RD

BS_S

6(g

reas

e-lik

e m

ater

ial)

NA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND ND


NA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND ND


NA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA ND ND ND ND ND NDNA NA NA NA NA NA NA NA NA NA NA NA NA 7.02 7.79 7.48 7.88 7.74 8.08

Page 41 of 128


Page 11A-22 of 28







WHT PAINT INT WLBRD PAINT

125

374_

W

HTP

NT_

S1 1

2537

4_

WH

TPN

T_S2

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

8.4 45 640 270 680 140 62033 190 1300 540 1500 320 120019 120 560 200 710 150 510ND ND ND ND ND ND NDNA NA NA NA NA NA NA1.4 ND 0.9 ND ND ND 1.214 ND ND ND ND ND ND67 51 310 600 180 230 17

0.22 ND ND ND ND ND ND2.5 0.74 ND 0.23 ND ND 2.520 6.2 23 18 63 94 20

0.027 / Not Avail.

0.067 / Not Avail.

5.2 13 55 66 45 53 4016 7.3 12 22 12 12 4864 78 440 710 260 160 1100

NA / 0.12

NA / 4.1

1.3 / Not

Avail.Not

Avail.

0.36 / Not

Avail.

0.22 / Not

Avail.

5.3 / Not

Avail.0.03 0.03 6.70 8.80 4.20 6.10 6.10

ND / Not

Avail.Not

Avail.

ND / Not

Avail.

Not Avail.

ND / Not

Avail.

0.9 ND ND 0.33 0.84 ND ND16 10 8.4 16 81 130 1.3ND ND ND ND ND ND 1

Page 42 of 128


Page 11A-23 of 28





125

374_

W

HTP

NT_

S1 1

2537

4_

WH

TPN

T_S2

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

ND ND ND ND ND ND NDND ND ND ND ND 1.7 ND21 19 3.2 3.7 4.9 5.1 1.2210 490 260 180 200 240 1900ND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND 2.4 3 3.1 2.6 4.5ND ND 2.1 2.4 2.2 2.5 2.6ND ND 1.2 2 1.5 1.8 1.4ND ND ND ND ND ND NDND ND ND ND ND ND ND

ND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND ND

Page 43 of 128


Page 11A-24 of 28





125

374_

W

HTP

NT_

S1 1

2537

4_

WH

TPN

T_S2

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

ND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND ND

ND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND ND

ND ND ND ND ND ND ND

ND ND ND ND ND ND NDND ND ND ND ND ND ND

ND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND ND

Page 44 of 128


Page 11A-25 of 28






125

374_

W

HTP

NT_

S1 1

2537

4_

WH

TPN

T_S2

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

ND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND ND

ND ND ND ND ND ND ND

ND ND ND ND ND ND NDND ND ND ND ND ND ND

ND ND 28 ND 54 ND NDND ND 50 ND 270 ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND 60 73 43 30 56ND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND ND

Page 45 of 128


Page 11A-26 of 28







125

374_

W

HTP

NT_

S1 1

2537

4_

WH

TPN

T_S2

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

ND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND 200 ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND NDND ND ND ND ND ND ND

NA NA NA NA NA NA NA



NA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NA


NA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NA

Page 46 of 128


Page 11A-27 of 28






125

374_

W

HTP

NT_

S1 1

2537

4_

WH

TPN

T_S2

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1



NA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NA


NA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NA

Page 47 of 128


Page 11A-28 of 28







125

374_

W

HTP

NT_

S1 1

2537

4_

WH

TPN

T_S2

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

NA NA NA NA NA NA NANA NA NA NA NA NA NA


NA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NA


NA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NANA NA NA NA NA NA NA

Page 48 of 128

Table 2 Bldg. 1300 Asphalt and Wallboard Paint Leachate Test Results

Page 11B-1 of 3

AnalyteAll units mg/L unless specified

otherwise

Type Test Limit

125

374_

W

HTP

NT_

S1

125

374_

W

HTP

NT_

S2

125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

Aroclor 1016 STLC 5 mg/L ND ND ND ND ND ND ND ND ND ND NDAroclor 1221 STLC 5 mg/L ND ND ND ND ND ND ND ND ND ND NDAroclor 1232 STLC 5 mg/L ND ND ND ND ND ND ND ND ND ND NDAroclor 1242 STLC 5 mg/L ND ND ND ND ND ND ND ND ND ND NDAroclor 1248 STLC 5 mg/L ND ND ND ND ND ND ND ND ND ND NDAroclor 1254 STLC 5 mg/L ND ND ND ND ND ND ND ND ND ND NDAroclor 1260 STLC 5 mg/L ND ND ND ND ND ND ND ND ND ND ND1,2,4-Trichlorobenzene TCLP ND ND ND ND ND ND ND ND ND ND ND1,2-Dichlorobenzene TCLP ND ND ND ND ND ND ND ND ND ND ND1,2-Diphenylhydrazine (as Azobenzene) TCLP ND ND ND ND ND ND ND ND ND ND ND

1,3-Dichlorobenzene TCLP ND ND ND ND ND ND ND ND ND ND ND1,3-Dinitrobenzene TCLP ND ND ND ND ND ND ND ND ND ND ND1,4-Dichlorobenzene TCLP 7.5 mg/L ND ND ND ND ND ND ND ND ND ND ND1-Naphthylamine TCLP ND ND ND ND ND ND ND ND ND ND ND

2,4,5-Trichlorophenol TCLP 400 mg/L ND ND ND ND ND ND ND ND ND ND ND

2,4,6-Trichlorophenol TCLP 2 mg/L ND ND ND ND ND ND ND ND ND ND ND2,4-Dichlorophenol TCLP ND ND ND ND ND ND ND ND ND ND ND2,4-Dimethylphenol TCLP ND ND ND ND ND ND ND ND ND ND ND2,4-Dinitrophenol TCLP ND ND ND ND ND ND ND ND ND ND ND

2,4-Dinitrotoluene TCLP 0.13 mg/L ND ND ND ND ND ND ND ND ND ND ND

2,6-Dinitrotoluene TCLP ND ND ND ND ND ND ND ND ND ND ND2-Chloronaphthalene TCLP ND ND ND ND ND ND ND ND ND ND ND2-Chlorophenol TCLP ND ND ND ND ND ND ND ND ND ND ND2-Methylnaphthalene TCLP ND ND ND ND ND ND ND ND ND ND ND2-Methylphenol TCLP ND ND ND ND ND ND ND ND ND ND ND2-Naphthylamine TCLP ND ND ND ND ND ND ND ND ND ND ND2-Nitroaniline TCLP ND ND ND ND ND ND ND ND ND ND ND

Page 49 of 128


Page 11B-2 of 3


otherwise

Type Test Limit

125

374_

W

HTP

NT_

S1

125

374_

W

HTP

NT_

S2

125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

2-Nitrophenol TCLP ND ND ND ND ND ND ND ND ND ND ND3,3'-Dichlorobenzidine TCLP ND ND ND ND ND ND ND ND ND ND ND3-Methylphenol + 4-Methylphenol TCLP 200 mg/L ND ND ND ND ND ND ND 0.048 ND ND 0.24

3-Nitroaniline TCLP ND ND ND ND ND ND ND ND ND ND ND4,6-Dinitro-2-methylphenol TCLP ND ND ND ND ND ND ND ND ND ND ND4-Aminobiphenyl TCLP ND ND ND ND ND ND ND ND ND ND ND4-Bromophenyl phenyl ether TCLP ND ND ND ND ND ND ND ND ND ND ND4-Chloro-3-methylphenol TCLP ND ND ND ND ND ND ND ND ND ND ND4-Chloroaniline TCLP ND ND ND ND ND ND ND ND ND ND ND4-Chlorophenyl phenyl ether TCLP ND ND ND ND ND ND ND ND ND ND ND4-Nitroaniline TCLP ND ND ND ND ND ND ND ND ND ND ND4-Nitrophenol TCLP ND ND ND ND ND ND ND ND ND ND NDAcenaphthene TCLP ND ND ND ND ND ND ND ND ND ND NDAcenaphthylene TCLP ND ND ND ND ND ND ND ND ND ND NDAniline TCLP ND ND ND ND ND ND ND ND ND ND NDAnthracene TCLP ND ND ND ND ND ND ND ND ND ND NDBenzidine TCLP ND ND ND ND ND ND ND ND ND ND NDBenzo[a]anthracene TCLP ND ND ND ND ND ND ND ND ND ND NDBenzo[a]pyrene TCLP ND ND ND ND ND ND ND ND ND ND NDBenzo[b]fluoranthene TCLP ND ND ND ND ND ND ND ND ND ND NDBenzo[g,h,i]perylene TCLP ND ND ND ND ND ND ND ND ND ND NDBenzo[k]fluoranthene TCLP ND ND ND ND ND ND ND ND ND ND NDBenzoic acid TCLP ND ND ND ND ND ND ND ND ND ND NDBenzyl alcohol TCLP ND ND ND ND ND ND ND ND ND ND NDbis (2-chloroisopropyl) ether TCLP ND ND ND ND ND ND ND ND ND ND NDBis(2-chloroethoxy)methane TCLP ND ND ND ND ND ND ND ND ND ND NDBis(2-chloroethyl)ether TCLP ND ND ND ND ND ND ND ND ND ND NDBis(2-ethylhexyl) phthalate TCLP ND ND ND ND ND ND ND ND ND ND ND

Page 50 of 128


Page 11B-3 of 3


otherwise

Type Test Limit

125

374_

W

HTP

NT_

S1

125

374_

W

HTP

NT_

S2

125

374_

ASPH

L_S1

125

374_

ASPH

L_S2

125

374_

ASPH

L_S3

125

374_

ASPH

L_S4

125

374_

HAL

L_P1

125

374_

RM

1_P1

125

374_

RM

3_P1

125

374_

RM

4b_P

1

125

374_

WR

HS_

P1

Butyl benzyl phthalate TCLP ND ND ND ND ND ND ND ND ND ND NDChrysene TCLP ND ND ND ND ND ND ND ND ND ND NDDibenz(a,h)anthracene TCLP ND ND ND ND ND ND ND ND ND ND NDDibenzofuran TCLP ND ND ND ND ND ND ND ND ND ND NDDiethyl phthalate TCLP ND ND ND ND ND ND ND ND ND ND NDDimethyl aminoazobenzene TCLP ND ND ND ND ND ND ND ND ND ND NDDimethyl phthalate TCLP ND ND ND ND ND ND ND ND ND ND NDDi-n-butyl phthalate TCLP ND ND ND ND ND ND ND ND ND ND NDDi-n-octyl phthalate TCLP ND ND ND ND ND ND ND ND ND ND NDFluoranthene TCLP ND ND ND ND ND ND ND ND ND ND NDFluorene TCLP ND ND ND ND ND ND ND ND ND ND ND

Hexachlorobenzene TCLP 0.13 mg/L ND ND ND ND ND ND ND ND ND ND ND

Hexachlorobutadiene TCLP 0.5 mg/L ND ND ND ND ND ND ND ND ND ND NDHexachlorocyclopentadiene TCLP ND ND ND ND ND ND ND ND ND ND NDHexachloroethane TCLP 3 mg/L ND ND ND ND ND ND ND ND ND ND NDIndeno[1,2,3-cd]pyrene TCLP ND ND ND ND ND ND ND ND ND ND NDIsophorone TCLP ND ND ND ND ND ND ND ND ND ND NDKepone TCLP ND ND ND ND ND ND ND ND ND ND NDNaphthalene TCLP ND ND ND ND ND ND ND ND ND ND NDNitrobenzene TCLP 2 mg/L ND ND ND ND ND ND ND ND ND ND NDN-Nitrosodimethylamine TCLP ND ND ND ND ND ND ND ND ND ND NDN-Nitrosodi-n-propylamine TCLP ND ND ND ND ND ND ND ND ND ND NDN-Nitrosodiphenylamine TCLP ND ND ND ND ND ND ND ND ND ND ND

Pentachlorophenol TCLP 100 mg/L ND ND ND ND ND ND ND ND 0.073 0.084 ND

Phenanthrene TCLP ND ND ND ND ND ND ND ND ND ND NDPhenol TCLP ND ND ND ND ND ND ND ND ND ND ND

Pyrene TCLP 5 mg/L ND ND ND ND ND ND ND ND ND ND ND

Page 51 of 128

Page 12 of 13

Appendix B

Bldg. 1300 Sample Collection Points and Significant Detections

N

Page 52 of 128

Fig. 1 Building 1300 Significant Waste Characterization Detections

Warehouse Area

X X X X X X

Page 12A

125374_WRHS_C2 Cr = 82; STLC = 0.41

125374_WRHS_C6 No Significant Detections

125374_WRHS_C4 Cr = 62; STLC = 0.42

125374_WRHS_C3 Cr = 110; TCLP = 0.098, STLC = 0.54


X

125374_WRHS_P1 Yellow paint on drywall DRO = 620 EFH = 1200 Pb = 1100; TCLP = 5.3, STLC Not Avail. Hg = 6.1; TCLP = ND, STLC Not Avail.


TO C

HEM

LAB

Concentrations in ppm unless otherwise stated.

Page 53 of 128

Fig. 2 Building 1300 Significant Waste Characterization Detections

Chem Lab Area

X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

125374_RM1_C1 No Significant Detections


125374_RM1_C4 Cr = 74; STLC = 0.4




125374_RM2_C2 Cr = 95; STLC = 0.34





Rm 1 Rm 4a

Rm 5

Rm 6

Rm 7

Rm 4b

Rm 8

125374_RM4a_C1 Cr = 110; TCLP = 0.19, STLC = 0.48

125374_RM4a_C2 Cr = 62; STLC = 0.47

125374_RM4a_C4 No Significant Detections

125374_RM3_C1 Pb = 62; STLC = 1.4


125374_RM5_C2 Cr = 56; STLC = 0.42


125374_RM5_C4 Pb = 50; STLC = 1.4

125374_RM4b_C1 No Significant Detections

125374_RM4b_C2 Cr = 57; STLC = 0.39




125374_RM6_C3 Cr = 55; STLC = 0.36



125374_RM7_C3 Cr = 66; STLC = 0.26


125374_RM8_C4 No SIgnificant Detections


X

125374_RM1_P1 Green paint on drywall DRO = 270 Pb = 710; TCLP/STLC Not Avail. Hg = 8.8; TCLP/STLC Not Avail.

X

125374_HALL_P1 Tan paint on drywall DRO = 640 EFH = 1300 Pb = 440; TCLP 1.3, STLC Not Avail. Hg = 6.7; TCLP ND, STLC Not Avail. X

125374_RM4b_P1 Blue/green paint on drywall DRO = 140 Cr = 94; TCLP = 7, STLC Not Avail. Pb = 160; TCLP = 0.22, STLC Not Avail. Hg = 6.1; TCLP/STLC Not Avail.

X

125374_RM3_P1 Darker tan paint on drywall Cr = 63; TCLP = 0.027, STLC Not Avail. Pb = 260; TCLP = 0.36, STLC Not Avail. Hg = 4.2; TCLP = ND, STLC Not Avail.

Rm 2

Rm 3


125374_RM8_C3 No SIgnificant Detections

125374_RM4a_C3 Cr = 380; TCLP = ND, STLC = 0.35

TO WAREHOUSE

Page 12B


Page 54 of 128

Fig. 3 Building 1300 Surrounding Area Significant Waste Characterization Detections

X

125374_ASPHL_S1 Asphalt with oil residue DRO = 180

X

125374_RDBS_S1 Road base beneath broken out area of asphalt No Significant Detections

X

125374_EXT_C1 Concrete with corrosion residue Pb = 51; STLC Not Avail.

X

125374_EXT_C2 Concrete with red staining Cr = 130; TCLP/STLC Not Avail.

X X

125374_ASPHL_S2 Asphalt in former hazardous materials storage area DRO = 960 EFH = 5700 ORO = 4700 Hg = 9.8; TCLP = ND, STLC = ND

125374_RDBS_S2 Roadbase in former hazardous materials storage area DRO = 1200 EFH = 1400

X

125374_RDBS_S3 Roadbase in cracked area No SIgnificant Detections

X X

125374_ASPHL_S3 Asphalt in heavily cracked, low-lying area No Significant Detections

125374_RDBS_S4 Roadbase beneath cracked, low-lying area Hg = 2.1; STLC = ND

X

125374_WHTPNT_S1 White paint from emer. eyewash As = 14 Pb = 64; STLC = 0.12

X

125374_ASPHL_S4 Asphalt in heavily cracked drainage between A/C units No Significant Detections

X

125374_RDBS_S5 Roadbase in cracked drainage, between A/C units No SIgnificant Detections

X

125374_EXT_C3 Concrete in haz mat storage area No Significant Detections

X

125374_EXT_C4 Concrete in haz mat storage area As = 11

X

125374_EXT_C5 Concrete in haz mat storage area As = 11

X

125374_WHTPNT_S2 White paint from emer. shower Pb = 78; STLC = 4.1

Page 12C

X

Location of no longer used Septic Containment structure


Page 55 of 128

Page 13 of 13

Appendix C

Waste Dispositions

Page 56 of 128

Fig. 4 Building 1300 Waste Dispositions Warehouse Area

Green = Recycle Blue = Class 3 Landfill Violet = Class 2 Landfill Red = Class 1 Landfill

TO C

HEM

LAB

Page 13A

NOTES:

1) Open and filled-in floor drains and associated piping in the CHEM LAB must be managed as HAZARDOUS WASTE in lined, closed roll-off bins.

2) Any drain pipe leading to the former clarifier on the northwest side of the Chem Lab is to be managed as HAZARDOUS WASTE in lined, closed roll-off bins.

3) All painted wallboard is to be managed as HAZARDOUS WASTE in lined, closed roll-off bins for disposal at a Class 1 landfill

Page 57 of 128

Fig. 5 Building 1300 Waste Dispositions Chem Lab Area


NOTES:

1) Open and filled-in floor drains and associated piping in the CHEM LAB must be managed as HAZARDOUS WASTE in lined, closed roll-off bins.

2) Any drain pipe leading to the former clarifier on the northwest side of the Chem Lab is to be managed as HAZARDOUS WASTE in lined, closed roll-off bins.

3) All painted wallboard is to be managed as HAZARDOUS WASTE in lined, closed roll-off bins for disposal at a Class 1 landfill

TO WAREHOUSE

Page 13B

X

X X

X

X

X X

X

X

X

X

Approximate location of actual or suspected floor drain. See note. X

X

Page 58 of 128

Fig. 6 Building 1300 Surrounding Area Waste Dispositions - Asphalt

X


Page 13C Page 59 of 128

Fig. 7 Building 1300 Surrounding Area Waste Dispositions - Concrete


Page 13D Page 60 of 128

Fig. 8 Building 1300 Surrounding Area Waste Dispositions - Roadbase

X


Page 13E Page 61 of 128

Attachment C

Radiological Release Survey and Waste Certification

Page 62 of 128

Santa Susana Field Laboratory The Boeing Company

1300_Waste_Certification_Rev_1.docx May 3, 2012

Building 1300, Area I Radiological Release Survey and

Waste Certification

Introduction This data package provides the pre-demolition, pre- and post-ACM abatement, radiation survey results of the Building 1300 in Area I of SSFL. This survey complies with Standard Operation Procedures: Building Demolition Debris Characterization and Management1 and with Boeing procedure RS-000122. Methodology Instrument measurements (1 minute static counts) were made for alpha and beta/gamma total surface activity (Ludlum 2224 plus Ludlum 43-89 plastic scintillator probe) and gamma exposure rate (Bicron microRem meter). Wipes were taken for removable alpha/beta activity and counted in a low-background Tennelec laboratory alpha/beta counter. Instrument minimum detectable activities (MDA) for total activity measurements were 201 to 350 dpm/100 cm2 alpha and 682 to 1,026 dpm/100 cm2 beta (Ludlum 43-89 probe). Removable activity MDAs for the Tennelec were 10 to 16 dpm/100 cm2 alpha and 25 to 27 dpm/100 cm2 beta. These MDAs meet the regulatory limits for surface activity shown in Appendix 1. The Bicron MDA is ~4 µR/hr. Survey results are provided in Appendix 2 and 3. Results 1,164 surface activity measurements and 291 exposure measurements were taken at Building 1300. The majority (1,134 of 1,164 or 97.4%) of instrument surface activity measurements and wipe tests were non-detect (i.e. less than the MDA) and are therefore indistinguishable from background. The dose from any resulting post-demolition solid debris would therefore be zero mrem per year. If it were conservatively assumed that all the debris was actually contaminated at the MDA levels, then the effective dose would be much less than 1 mrem per year3,4.

1 “Standard Operation Procedures: Building Demolition Debris Characterization and Management.” Appendix A. “Radiation Screening Procedures for Non-radiological Buildings, Equipment and Debris.” Letter from A. Lenox (Boeing) to R. Brausch (DTSC), February 24, 2010. 2 Boeing, “Methods and Procedures for Radiological Monitoring.” RS-00012, Revision B, August 6, 2006. 3 ANSI N13.12-1999. “Surface and Volume Radioactivity Standards for Clearance.” American National Standards Institute/Health Physics Society, 1999. The most limiting beta/gamma screening value is 6,000 dpm/100 cm2 corresponding to a dose of 1 mrem per year. The most limiting alpha screening value is 600 dpm/100 cm2 corresponding to a dose of 1 mrem per year. 4 NUREG-1640. “Radiological Assessments for Clearance of Materials from Nuclear Facilities.” Nuclear Regulatory Commission, June 2003. The most restrictive beta/gamma dose conversion from Table 2.1 is 0.16 µrem/y per dpm/100 cm2. This corresponds to 0.8 mrem/y per 5,000 dpm/100 cm2.

Page 63 of 128



The majority (1,135 of 1,164 or 97.5%) of surface activity measurements meet the most restrictive regulatory surface activity limits for release/clearance of equipment and material for unrestricted use from former radiological facilities5,6,7. All (100%) surface activity measurements meet the general surface activity limits for release/clearance of equipment and material for unrestricted use from former radiological facilities5,6,7. See Appendix 1 for regulatory limits for surface activity. Conclusions Building 1300 is not a former radiological facility. The post-demolition debris is certified to be radiologically acceptable for off-site disposal and/or recycling. There are no radiological controls or restrictions imposed on future disposition or use of this debris. Waste from this demolition project meets the requirements of disposal facility permits8,9 and complies with the California Health & Safety Code10. The Governor’s Executive Order D-62-02 (September 2002) prohibits the “disposal of decommissioned materials to Class 3 landfills or unclassified management units.” The subject

5 U.S. Nuclear Regulatory Commission Regulatory Guide 1.86. “Termination of Operating Licenses for Nuclear Reactors.” June 1974. and U.S. NRC "Guidelines for Decontamination of Facilities and Equipment Prior to Release to Unrestricted Use or Termination of Licenses for Byproduct, Source, or Special Nuclear Material," August 1987. 6 U.S. Department of Energy Order 5400.5. “Radiation Protection of the Public and Environment.” Chapter IV. January 7, 1993. and U.S. Department of Energy Guide DOE G 441.1-XX. “Control and Release of Property with Residual Radioactive Material.” April 4, 2002. 7 California Department of Public Health. DECON-1. “Guidelines for Decontamination of Facilities and Equipment Prior to Release for Unrestricted Use.” and IPM-88-2. “Clearance Inspection and Survey.” December 1, 1997. 8 This waste is exempt from regulation and licensing or is expressly authorized for disposal under the Radiation Control Law (Division 104, Part 9, Chapter 8 of the California Health & Safety Code). 9 This waste is not prohibited from disposal by any government agency with jurisdictional authority over this waste. 10 Division 104, Part 9, Chapter 5, Article 1, Section 114715, “No person shall bury, throw away, or in any manner dispose of radioactive wastes within the state except in a manner and at locations as will result in no significant radioactive contamination of the environment.” For the purposes of this requirement, “significant” is defined in Section 114710 as amounts of radioactive materials that are likely to expose persons to ionizing radiation greater than the guide levels published by the Federal Radiation Council (FRC). The FRC no longer exists, but the applicable guide level last published by the FRC was 500 mrem per year to a member of the public. Because the regulatory dose limit to members of the public has since been lowered to 100 mrem per year, CDPH/RHB conservatively utilizes the lower dose for purposes of defining “significant” radioactive contamination in this Article of the California Health and Safety Code. http://www.leginfo.ca.gov/cgi-bin/displaycode?section=hsc&group=114001-115000&file=114705-114780

Page 64 of 128

http://www.leginfo.ca.gov/cgi-bin/displaycode?section=hsc&group=114001-115000&file=114705-114780

http://www.leginfo.ca.gov/cgi-bin/displaycode?section=hsc&group=114001-115000&file=114705-114780



debris is not decommissioned material, and has not originated from a radiological facility. The survey in this certification has therefore been conducted as a best management practice, which also complies with the requirements of D-62-02. Verification surveys and/or approval by the California Department of Public Health (CDPH) Radiologic Health Branch (RHB) are not required for the off-site disposal of decommissioned material or of the subject material11.

Phil Rutherford Manager, Health, Safety & Radiation Services

11 The California Department of Public Health (CDPH) Radiologic Health Branch (RHB) has stated in a November 9, 2007 email to Phil Rutherford (Boeing) … “The Governor's Executive Order D-62-02, does not specifically require the Department of Health Services (now the Department of Public Health) to perform verification sampling of decommissioned material or to provide approval for disposal of specific decommissioned material shipped offsite (e.g., to Class I or II landfills). The California DPH has not imposed a requirement that Boeing or the Department of Energy (DOE) seek DPH verification sampling or approval of all decommissioned material destined for Class I or II landfills in compliance with the Governor's Executive Order.”

Page 65 of 128



Appendix 1

Surface Activity Limits

Page 66 of 128

Surface Activity Limits 2012-01-31.xlsx January 31, 2012

Santa Susana Field LaboratoryThe Boeing Company

Average4 Maximum5 Average4 Maximum5

Isotope-specific Regulatory Limits1,2,3

Mixed beta/gamma emitters (Cs-137, Sr-90, Co-60, etc.) - - - 5,000 15,000 1,000

Uranium, U-235, U-238 and decay products 5,000 15,000 1,000 5,000 15,000 1,000

Thorium, Th-232 1,000 3,000 200 - - -

Sr-90 (separated) 1,000 3,000 200

Transuranics, plutonium, radium-226 100 300 20 - - -

General Regulatory Limits 5,000 15,000 1,000 5,000 15,000 1,000

Most Restrictive Regulatory Limit 100 300 20 1,000 3,000 200

Preferred Boeing Limit 20 100

Typical Minimum Detectable Activities <20 <30

[4] Averaged over 1 m2.

[5] Maximum measured over 100 cm2.

Removable5 Removable5Total Total

Surface Activity Limits (dpm/100 cm2)

Alpha Beta

1,000100

[1] U.S. Nuclear Regulatory Commission Regulatory Guide 1.86. “Termination of Operating Licenses for Nuclear Reactors.” June 1974. and U.S. NRC "Guidelines for Decontamination of Facilities and Equipment Prior to Release to Unrestricted Use or Termination of Licenses for Byproduct, Source, or Special Nuclear Material," August 1987.

[2] U.S. Department of Energy Order 5400.5. “Radiation Protection of the Public and Environment.” Chapter IV. January 7, 1993. and U.S. Department of Energy Guide DOE G 441.1-XX. “Control and Release of Property with Residual Radioactive Material.” April 4, 2002.

[3] California Department of Public Health. DECON-1. “Guidelines for Decontamination of Facilities and Equipment Prior to Release for Unrestricted Use.” and IPM-88-2. “Clearance Inspection and Survey.” December 1, 1997.

~400 ~1,000

Page 67 of 128



Appendix 2

Field Survey Results

Pre-ACM Abatement

Page 68 of 128

Area I_B1300_warehouse pre-abatement_732-A_2012-03-19.xlsx 732-A

FACILITY: Area ILOCATION: B1300 WarehouseAlpha Removable Beta Removable Alpha Total Beta Total Gamma

LOCATION DATE DATE PURPOSE: pre-abatement/pre-disposal survey UNITS dpm/100 cm2 dpm/100 cm2 dpm/100 cm2 dpm/100 cm2 µrem/hNUMBER SAMPLED MONITORED LOCATON/OBJECT DESCRIPTION LIMITS < 20 < 100 < 100 ( < 5,000 ) < 1,000 ( < 5,000 ) < MDA

1 3/19/2012 3/19/2012 < 20 < 100 0 845 10

2 3/19/2012 3/19/2012 < 20 < 100 0 583 9

3 3/19/2012 3/19/2012 < 20 < 100 0 881 8

4 3/19/2012 3/19/2012 < 20 < 100 0 619 9

5 3/19/2012 3/19/2012 < 20 < 100 0 405 9

6 3/19/2012 3/19/2012 < 20 < 100 0 333 8

7 3/19/2012 3/19/2012 < 20 < 100 0 333 9

8 3/19/2012 3/19/2012 < 20 < 100 0 250 9

9 3/19/2012 3/19/2012 < 20 < 100 0 571 9

10 3/19/2012 3/19/2012 < 20 < 100 0 167 8

11 3/19/2012 3/19/2012 < 20 < 100 0 0 9

12 3/19/2012 3/19/2012 < 20 < 100 0 0 8

13 3/19/2012 3/19/2012 < 20 < 100 0 24 6

14 3/19/2012 3/19/2012 < 20 < 100 0 0 6

15 3/19/2012 3/19/2012 < 20 < 100 0 0 6

16 3/19/2012 3/19/2012 < 20 < 100 0 143 8

17 3/19/2012 3/19/2012 < 20 < 100 0 0 7

18 3/19/2012 3/19/2012 < 20 < 100 0 0 7

19 3/19/2012 3/19/2012 < 20 < 100 0 107 6

20 3/19/2012 3/19/2012 < 20 < 100 0 238 7

COMMENTS: MDA = minimum detectable activity INSTRUMENT Bicron3

1Tennelec (MDA = 10 dpm/100 cm2 α and 26 dpm/100 cm2 β) IDENTIFICATION EX041002 2Ludlum 2224 with 43-89 dual alpha beta probe CALIBRATION DUE 1/24/2013 (MDA 278 - 350 dpm/100 cm2 α and 710 - 995 dpm/100 cm2 β) BACKGROUND (cpm) 0 3.5 7 to 13 247 to 499 4 to 12 µrem/h 3Bicron microrem meter (MDA < 4 µrem/h) INSTR. EFFICIENCY 30.22% 36.59% 18.4% 16.8% NASAMPLED BY: E. Sorrels DATE: COUNT TIME ScanREVIEWED BY: Phil Rutherford DATE: Page 1 of 8FORM 732-A REV 2012-01-31

3/22/2012

RADIATION SURVEY REPORT

Tennelec1

NR007137

Daily

wallboard (non-regulated asbestos/non-haz constuction debris)


wall - sampled for reference

wall - sampled for reference

Ludlum 2224 & 43-892

3/19/2012

ZO257835

8/23/2012

1 min1 min.

Page 69 of 128




21 3/19/2012 3/19/2012 < 20 < 100 0 155 7

22 3/19/2012 3/19/2012 < 20 < 100 0 143 6

23 3/19/2012 3/19/2012 < 20 < 100 0 405 7

24 3/19/2012 3/19/2012 < 20 < 100 0 60 6

25 3/19/2012 3/19/2012 < 20 < 100 0 48 7

26 3/19/2012 3/19/2012 < 20 < 100 0 119 7

27 3/19/2012 3/19/2012 < 20 < 100 0 0 10

28 3/19/2012 3/19/2012 < 20 < 100 0 0 8

29 3/19/2012 3/19/2012 < 20 < 100 0 0 9

30 3/19/2012 3/19/2012 < 20 < 100 0 0 8

31 3/19/2012 3/19/2012 < 20 < 100 0 0 7

32 3/19/2012 3/19/2012 < 20 < 100 0 0 7

33 3/19/2012 3/19/2012 < 20 < 100 0 0 8

34 3/19/2012 3/19/2012 < 20 < 100 0 0 7

35 3/19/2012 3/19/2012 < 20 < 100 0 0 8

36 3/19/2012 3/19/2012 < 20 < 100 0 0 7

37 3/19/2012 3/19/2012 < 20 < 100 0 0 7

38 3/19/2012 3/19/2012 < 20 < 100 0 0 8

39 3/19/2012 3/19/2012 < 20 < 100 0 0 7

40 3/19/2012 3/19/2012 < 20 < 100 0 0 8



3/22/2012

Daily 8/23/2012

3/19/2012 1 min. 1 min


Tennelec1 Ludlum 2224 & 43-892

NR007137 ZO257835


floor (mastic on concrete floor is friable asbestos waste)

Page 70 of 128




41 3/19/2012 3/19/2012 < 20 < 100 0 0 7

42 3/19/2012 3/19/2012 < 20 < 100 0 0 7

43 3/19/2012 3/19/2012 < 20 < 100 0 79 7

44 3/19/2012 3/19/2012 < 20 < 100 0 0 7

45 3/19/2012 3/19/2012 < 20 < 100 0 0 7



3/22/2012

Daily 8/23/2012

3/19/2012 1 min. 1 min



NR007137 ZO257835

floor (mastic on concrete floor is friable asbestos waste)

Page 71 of 128

Area I_B1300_warehouse pre-abatement_732-A_2012-03-19.xlsx Activity using daily bkgd. page 4 of 8

Surface Activity Calculation using Daily Background and MDA

FacilityLocationPurpose

alpha beta0.184 0.1680.25 0.5

100 100

Daily Background MeasurementsBkgd

Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Bkgd Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Sample Date Material Type (min) (min) (cpm)(dpm/

100 cm2)(counts) (counts)

(dpm/ 100 cm2)

(min) (min) (cpm)(dpm/


(dpm/ 100 cm2)

1 3/19/2012 Concrete 5 1 37 7 161 5 13 278 5 1 2497 499 5945 40 84 9952 3/19/2012 Asphalt 5 1 23 5 100 4 11 233 5 1 2840 568 6762 43 89 10583 3/19/2012 Construction 5 1 66 13 287 7 16 350 5 1 1235 247 2940 28 60 71045

Miscellaneous 5 1 42 8 183 5 13 287 5 1 2191 438 5216 37 77 921

Sample Area MeasurementsSample Count Time

Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Count Time

Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Date Material Type (min) (cpm) (cpm) (cpm)(dpm/

100 cm2)(dpm/

100 cm2)(min) (cpm) (cpm) (cpm)

(dpm/ 100 cm2)

(dpm/ 100 cm2)

1 3/19/2012 wallboard Construction 1 2 2 13 -11 0 350 <MDA 1 318 318 247 71 845 710 >MDA2 3/19/2012 Construction 1 1 1 13 -12 0 350 <MDA 1 296 296 247 49 583 710 <MDA3 3/19/2012 Construction 1 2 2 13 -11 0 350 <MDA 1 321 321 247 74 881 710 >MDA4 3/19/2012 Construction 1 2 2 13 -11 0 350 <MDA 1 299 299 247 52 619 710 <MDA5 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 281 281 247 34 405 710 <MDA6 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 275 275 247 28 333 710 <MDA7 3/19/2012 Construction 1 2 2 13 -11 0 350 <MDA 1 275 275 247 28 333 710 <MDA8 3/19/2012 Construction 1 5 5 13 -8 0 350 <MDA 1 268 268 247 21 250 710 <MDA9 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 295 295 247 48 571 710 <MDA10 3/19/2012 Construction 1 3 3 13 -10 0 350 <MDA 1 261 261 247 14 167 710 <MDA11 3/19/2012 wall Concrete 1 4 4 7 -3 0 278 <MDA 1 406 406 499 -93 0 995 <MDA12 3/19/2012 wall Concrete 1 1 1 7 -6 0 278 <MDA 1 376 376 499 -123 0 995 <MDA13 3/19/2012 wallboard Construction 1 1 1 13 -12 0 350 <MDA 1 249 249 247 2 24 710 <MDA14 3/19/2012 Construction 1 3 3 13 -10 0 350 <MDA 1 235 235 247 -12 0 710 <MDA15 3/19/2012 Construction 1 1 1 13 -12 0 350 <MDA 1 223 223 247 -24 0 710 <MDA16 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 259 259 247 12 143 710 <MDA17 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 244 244 247 -3 0 710 <MDA18 3/19/2012 Construction 1 1 1 13 -12 0 350 <MDA 1 218 218 247 -29 0 710 <MDA19 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 256 256 247 9 107 710 <MDA20 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 267 267 247 20 238 710 <MDA21 3/19/2012 Construction 1 2 2 13 -11 0 350 <MDA 1 260 260 247 13 155 710 <MDA22 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 259 259 247 12 143 710 <MDA23 3/19/2012 Construction 1 0 0 13 -13 0 350 <MDA 1 281 281 247 34 405 710 <MDA24 3/19/2012 Construction 1 3 3 13 -10 0 350 <MDA 1 252 252 247 5 60 710 <MDA25 3/19/2012 Construction 1 3 3 13 -10 0 350 <MDA 1 251 251 247 4 48 710 <MDA26 3/19/2012 Construction 1 3 3 13 -10 0 350 <MDA 1 257 257 247 10 119 710 <MDA27 3/19/2012 floor Concrete 1 2 2 7 -5 0 278 <MDA 1 438 438 499 -61 0 995 <MDA28 3/19/2012 Concrete 1 0 0 7 -7 0 278 <MDA 1 450 450 499 -49 0 995 <MDA29 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 393 393 499 -106 0 995 <MDA30 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 480 480 499 -19 0 995 <MDA31 3/19/2012 Concrete 1 0 0 7 -7 0 278 <MDA 1 379 379 499 -120 0 995 <MDA32 3/19/2012 Concrete 1 0 0 7 -7 0 278 <MDA 1 376 376 499 -123 0 995 <MDA33 3/19/2012 Concrete 1 2 2 7 -5 0 278 <MDA 1 481 481 499 -18 0 995 <MDA34 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 364 364 499 -135 0 995 <MDA35 3/19/2012 Concrete 1 2 2 7 -5 0 278 <MDA 1 385 385 499 -114 0 995 <MDA36 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 406 406 499 -93 0 995 <MDA37 3/19/2012 Concrete 1 6 6 7 -1 0 278 <MDA 1 389 389 499 -110 0 995 <MDA38 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 412 412 499 -87 0 995 <MDA39 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 383 383 499 -116 0 995 <MDA40 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 477 477 499 -22 0 995 <MDA41 3/19/2012 Concrete 1 3 3 7 -4 0 278 <MDA 1 401 401 499 -98 0 995 <MDA42 3/19/2012 Concrete 1 2 2 7 -5 0 278 <MDA 1 460 460 499 -39 0 995 <MDA43 3/19/2012 Concrete 1 2 2 7 -5 0 278 <MDA 1 506 506 499 7 79 995 <MDA44 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 417 417 499 -82 0 995 <MDA45 3/19/2012 Concrete 1 1 1 7 -6 0 278 <MDA 1 465 465 499 -34 0 995 <MDA

Area IB1300 Warehouse

Instrument Type

31-436 Reference Location

Description(Location, Object)

2224-1/43-89

pre-abatement/pre-disposal

Alpha Beta

Instument IDCalibration Due DateRadiationInstrument Efficiency (cpm/emission)Surface Efficiency (emission/dpm)Probe Area (cm2)

2752118/23/2012

Input data in blue cells

Beta


Alpha

31-436 Reference Location31-436 Reference Location

Average

Page 72 of 128

page 5 of 8 Page 73 of 128


Area I B1300 Warehouse Pre-Abatement/Pre-Disposal Surveypage 7 of 8

15 20

26

22

24

27

1

2

3 4 5 7 6 8

10

9

11

13

12

14

16

17 18

19

21 23

25

29 28

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

Page 75 of 128

Area I B1300 Warehouse InteriorPre-Abatement/Pre-Disposal Survey


Area I_B1300_exterior_732-A_2012-03-15.xlsx 732-A

FACILITY: Area ILOCATION: B1300 exteriorAlpha Removable Beta Removable Alpha Total Beta Total Gamma

LOCATION DATE DATE PURPOSE: pre-demolition survey UNITS dpm/100 cm2 dpm/100 cm2 dpm/100 cm2 dpm/100 cm2 µrem/hNUMBER SAMPLED MONITORED LOCATON/OBJECT DESCRIPTION LIMITS < 20 < 100 < 100 ( < 5,000 ) < 1,000 ( < 5,000 ) < MDA

1 3/14/2012 3/15/2012 wall < 20 < 100 0 0 10

2 3/14/2012 3/15/2012 < 20 < 100 0 0 11

3 3/14/2012 3/15/2012 < 20 < 100 0 0 12

4 3/14/2012 3/15/2012 < 20 < 100 0 0 11

5 3/14/2012 3/15/2012 < 20 < 100 0 0 11

6 3/14/2012 3/15/2012 door < 20 < 100 0 43 9

7 3/14/2012 3/15/2012 wall < 20 < 100 43 0 12

8 3/14/2012 3/15/2012 wall < 20 < 100 0 0 11

9 3/14/2012 3/15/2012 bottom of roof drain basin < 20 < 100 130 552 13

10 3/14/2012 3/15/2012 wall < 20 < 100 0 0 11

11 3/14/2012 3/15/2012 wall < 20 < 100 0 0 12


13 3/14/2012 3/15/2012 window frame < 20 < 100 0 495 12

14 3/14/2012 3/15/2012 wall < 20 < 100 0 0 10

15 3/14/2012 3/15/2012 roof drain pipe < 20 < 100 0 698 11

16 3/14/2012 3/15/2012 wall < 20 < 100 0 0 11

17 3/14/2012 3/15/2012 < 20 < 100 0 0 11

18 3/14/2012 3/15/2012 < 20 < 100 0 0 11

19 3/14/2012 3/15/2012 < 20 < 100 0 0 11



1Tennelec (MDA = 14 dpm/100 cm2 α and 27 dpm/100 cm2 β) IDENTIFICATION EX041002 2Ludlum 2224 with 43-89 dual alpha beta probe CALIBRATION DUE 1/24/2013 (MDA 287 - 350 dpm/100 cm2 α and 715 - 996 dpm/100 cm2 β) BACKGROUND (cpm) 0.1 4 8 to 13 250 to 501 4 to 13 µrem/h 3Bicron microrem meter (MDA < 4 µrem/h) INSTR. EFFICIENCY 29.79% 36.82% 18.4% 16.8% NASAMPLED BY: E. Sorrels DATE: COUNT TIME ScanREVIEWED BY: Phil Rutherford DATE: Page 1 of 9FORM 732-A REV 2012-01-31

Ludlum 2224 & 43-892

3/15/2012

275211

8/23/2012

1 min1 min.4/3/2012


Tennelec1

NR007137

Daily

Page 77 of 128




21 3/14/2012 3/15/2012 roof drain pipe < 20 < 100 0 757 10

22 3/14/2012 3/15/2012 wall < 20 < 100 22 0 9

23 3/14/2012 3/15/2012 wall < 20 < 100 0 0 8

24 3/14/2012 3/15/2012 door < 20 < 100 0 0 8

25 3/14/2012 3/15/2012 wall < 20 < 100 0 0 10

26 3/14/2012 3/15/2012 wall < 20 < 100 0 0 9

27 3/14/2012 3/15/2012 shed plywood wall < 20 < 100 0 543 8

28 3/14/2012 3/15/2012 wall < 20 < 100 0 0 9

29 3/14/2012 3/15/2012 wall < 20 < 100 0 0 9

30 3/14/2012 3/15/2012 drain block - roof < 20 < 100 370 719 10

31 3/14/2012 3/15/2012 roof drain pipe < 20 < 100 0 745 8

32 3/14/2012 3/15/2012 door < 20 < 100 0 0 8

33 3/14/2012 3/15/2012 wall < 20 < 100 0 0 11

34 3/14/2012 3/15/2012 < 20 < 100 0 0 10

35 3/14/2012 3/15/2012 < 20 < 100 0 0 9

36 3/14/2012 3/15/2012 < 20 < 100 0 0 9

37 3/14/2012 3/15/2012 < 20 < 100 0 0 9

38 3/14/2012 3/15/2012 < 20 < 100 0 0 8

39 3/14/2012 3/15/2012 door < 20 < 100 0 0 7

40 3/14/2012 3/15/2012 wall < 20 < 100 0 0 9





NR007137 275211

Daily 8/23/2012

3/15/2012 1 min. 1 min4/3/2012

Page 78 of 128




41 3/14/2012 3/15/2012 wall < 20 < 100 0 0 8

42 3/14/2012 3/15/2012 door < 20 < 100 0 79 8

43 3/14/2012 3/15/2012 metal cover < 20 < 100 0 19 8

44 3/14/2012 3/15/2012 wall < 20 < 100 0 0 8

45 3/14/2012 3/15/2012 door < 20 < 100 0 0 7

46 3/14/2012 3/15/2012 wall < 20 < 100 0 0 8

47 3/14/2012 3/15/2012 roof drain pipe < 20 < 100 0 531 8

48 3/14/2012 3/15/2012 wall < 20 < 100 0 0 9

49 3/14/2012 3/15/2012 < 20 < 100 0 0 8

50 3/14/2012 3/15/2012 < 20 < 100 0 0 8

51 3/14/2012 3/15/2012 < 20 < 100 0 0 8

52 3/14/2012 3/15/2012 < 20 < 100 0 0 9

53 3/14/2012 3/15/2012 < 20 < 100 0 0 10

54 3/14/2012 3/15/2012 < 20 < 100 0 0 9

55 3/14/2012 3/15/2012 < 20 < 100 0 0 10





NR007137 275211

4/3/2012

Daily 8/23/2012

3/15/2012 1 min. 1 min

Page 79 of 128

Area I_B1300_exterior_732-A_2012-03-15.xlsx Activity using daily bkgd. page 4 of 9



alpha beta0.184 0.1680.25 0.5

100 100

Daily Background MeasurementsBkgd Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Bkgd Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Sample Date Material Type (min) (min) (cpm)(dpm/ 100

cm2)(counts) (counts)

(dpm/ 100 cm2)

(min) (min) (cpm)(dpm/ 100


(dpm/ 100 cm2)


Miscellaneous 5 1 42 8 181 5 13 285 5 1 2157 431 5135 37 77 915


Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Count Time

Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Date Material Type (min) (cpm) (cpm) (cpm)(dpm/ 100

cm2)(dpm/ 100

cm2)(min) (cpm) (cpm) (cpm)

(dpm/ 100 cm2)

(dpm/ 100 cm2)

1 3/15/2012 wall Concrete 1 5 5 8 -3 0 287 <MDA 1 402 402 501 -99 0 996 <MDA2 3/15/2012 Concrete 1 5 5 8 -3 0 287 <MDA 1 407 407 501 -94 0 996 <MDA3 3/15/2012 Concrete 1 2 2 8 -6 0 287 <MDA 1 361 361 501 -140 0 996 <MDA4 3/15/2012 Concrete 1 7 7 8 -1 0 287 <MDA 1 378 378 501 -123 0 996 <MDA5 3/15/2012 Concrete 1 5 5 8 -3 0 287 <MDA 1 399 399 501 -102 0 996 <MDA6 3/15/2012 door Construction 1 4 4 13 -9 0 350 <MDA 1 254 254 250 4 43 715 <MDA7 3/15/2012 wall Concrete 1 10 10 8 2 43 287 <MDA 1 358 358 501 -143 0 996 <MDA8 3/15/2012 wall Concrete 1 2 2 8 -6 0 287 <MDA 1 400 400 501 -101 0 996 <MDA9 3/15/2012 bottom of roof drain basin Concrete 1 14 14 8 6 130 287 <MDA 1 547 547 501 46 552 996 <MDA10 3/15/2012 wall Concrete 1 2 2 8 -6 0 287 <MDA 1 382 382 501 -119 0 996 <MDA11 3/15/2012 wall Concrete 1 2 2 8 -6 0 287 <MDA 1 393 393 501 -108 0 996 <MDA12 3/15/2012 bottom of roof drain basin Concrete 1 18 18 8 10 217 287 <MDA 1 540 540 501 39 469 996 <MDA13 3/15/2012 window frame Construction 1 6 6 13 -7 0 350 <MDA 1 292 292 250 42 495 715 <MDA14 3/15/2012 wall Concrete 1 2 2 8 -6 0 287 <MDA 1 397 397 501 -104 0 996 <MDA15 3/15/2012 roof drain pipe Construction 1 2 2 13 -11 0 350 <MDA 1 309 309 250 59 698 715 <MDA16 3/15/2012 wall Concrete 1 4 4 8 -4 0 287 <MDA 1 401 401 501 -100 0 996 <MDA17 3/15/2012 Concrete 1 3 3 8 -5 0 287 <MDA 1 354 354 501 -147 0 996 <MDA18 3/15/2012 Concrete 1 2 2 8 -6 0 287 <MDA 1 378 378 501 -123 0 996 <MDA19 3/15/2012 Concrete 1 6 6 8 -2 0 287 <MDA 1 382 382 501 -119 0 996 <MDA20 3/15/2012 bottom of roof drain basin Concrete 1 8 8 8 0 0 287 <MDA 1 505 505 501 4 52 996 <MDA21 3/15/2012 roof drain pipe Construction 1 0 0 13 -13 0 350 <MDA 1 314 314 250 64 757 715 >MDA22 3/15/2012 wall Concrete 1 9 9 8 1 22 287 <MDA 1 387 387 501 -114 0 996 <MDA23 3/15/2012 wall Concrete 1 1 1 8 -7 0 287 <MDA 1 372 372 501 -129 0 996 <MDA24 3/15/2012 door Construction 1 4 4 13 -9 0 350 <MDA 1 247 247 250 -3 0 715 <MDA25 3/15/2012 wall Concrete 1 4 4 8 -4 0 287 <MDA 1 374 374 501 -127 0 996 <MDA26 3/15/2012 wall Concrete 1 3 3 8 -5 0 287 <MDA 1 414 414 501 -87 0 996 <MDA27 3/15/2012 shed plywood wall Construction 1 3 3 13 -10 0 350 <MDA 1 296 296 250 46 543 715 <MDA28 3/15/2012 wall Concrete 1 4 4 8 -4 0 287 <MDA 1 434 434 501 -67 0 996 <MDA29 3/15/2012 wall Concrete 1 3 3 8 -5 0 287 <MDA 1 371 371 501 -130 0 996 <MDA30 3/15/2012 drain block - roof Concrete 1 25 25 8 17 370 287 >MDA 1 561 561 501 60 719 996 <MDA31 3/15/2012 roof drain pipe Construction 1 3 3 13 -10 0 350 <MDA 1 313 313 250 63 745 715 >MDA32 3/15/2012 door Construction 1 6 6 13 -7 0 350 <MDA 1 243 243 250 -7 0 715 <MDA33 3/15/2012 wall Concrete 1 1 1 8 -7 0 287 <MDA 1 363 363 501 -138 0 996 <MDA34 3/15/2012 Concrete 1 5 5 8 -3 0 287 <MDA 1 355 355 501 -146 0 996 <MDA35 3/15/2012 Concrete 1 3 3 8 -5 0 287 <MDA 1 384 384 501 -117 0 996 <MDA36 3/15/2012 Concrete 1 3 3 8 -5 0 287 <MDA 1 390 390 501 -111 0 996 <MDA37 3/15/2012 Concrete 1 1 1 8 -7 0 287 <MDA 1 407 407 501 -94 0 996 <MDA38 3/15/2012 Concrete 1 3 3 8 -5 0 287 <MDA 1 422 422 501 -79 0 996 <MDA39 3/15/2012 door Construction 1 2 2 13 -11 0 350 <MDA 1 236 236 250 -14 0 715 <MDA40 3/15/2012 wall Concrete 1 7 7 8 -1 0 287 <MDA 1 414 414 501 -87 0 996 <MDA41 3/15/2012 wall Concrete 1 8 8 8 0 0 287 <MDA 1 371 371 501 -130 0 996 <MDA42 3/15/2012 door Construction 1 8 8 13 -5 0 350 <MDA 1 257 257 250 7 79 715 <MDA43 3/15/2012 metal cover Construction 1 8 8 13 -5 0 350 <MDA 1 252 252 250 2 19 715 <MDA44 3/15/2012 wall Concrete 1 3 3 8 -5 0 287 <MDA 1 368 368 501 -133 0 996 <MDA45 3/15/2012 door Construction 1 4 4 13 -9 0 350 <MDA 1 235 235 250 -15 0 715 <MDA46 3/15/2012 wall Concrete 1 3 3 8 -5 0 287 <MDA 1 389 389 501 -112 0 996 <MDA47 3/15/2012 roof drain pipe Construction 1 3 3 13 -10 0 350 <MDA 1 295 295 250 45 531 715 <MDA48 3/15/2012 wall Concrete 1 1 1 8 -7 0 287 <MDA 1 360 360 501 -141 0 996 <MDA49 3/15/2012 Concrete 1 3 3 8 -5 0 287 <MDA 1 320 320 501 -181 0 996 <MDA50 3/15/2012 Concrete 1 3 3 8 -5 0 287 <MDA 1 324 324 501 -177 0 996 <MDA51 3/15/2012 Concrete 1 3 3 8 -5 0 287 <MDA 1 406 406 501 -95 0 996 <MDA52 3/15/2012 Concrete 1 2 2 8 -6 0 287 <MDA 1 362 362 501 -139 0 996 <MDA53 3/15/2012 Concrete 1 1 1 8 -7 0 287 <MDA 1 370 370 501 -131 0 996 <MDA54 3/15/2012 Concrete 1 1 1 8 -7 0 287 <MDA 1 421 421 501 -80 0 996 <MDA55 3/15/2012 Concrete 1 5 5 8 -3 0 287 <MDA 1 372 372 501 -129 0 996 <MDA

Beta


Alpha


Average

pre-demolition

Alpha Beta


2752118/23/2012


Area IB1300 exterior

Instrument Type



2224-1/43-89

Page 80 of 128



Area I B1300 Exterior Pre-Demolition Survey

page 7 of 9

15 20

26

22

24

27

1

2

3

4

5

7

6

8 10 9 11 13 12 14 16 17 18 19 21

23

25

29

28

30

31

32

33

34

35

36

37

38 39 40

41

42

43

44

45

47

46

49 48 50 51 52 53 55 54

Page 83 of 128

Area I B1300 ExteriorPre-Demolition Survey


Area I B1300 ExteriorPre-Demolition Survey


Area I_B1300_lots, drives & walks_732-A_2012-03-28.xlsx 732-A

FACILITY: Area I B1300LOCATION: lots, drives & walksAlpha Removable Beta Removable Alpha Total Beta Total Gamma

LOCATION DATE DATE PURPOSE: Pre-demolition survey UNITS dpm/100 cm2 dpm/100 cm2 dpm/100 cm2 dpm/100 cm2 µrem/hNUMBER SAMPLED MONITORED LOCATON/OBJECT DESCRIPTION LIMITS < 20 < 100 < 100 ( < 5,000 ) < 1,000 ( < 5,000 ) < MDA

1 3/16/2012 3/28/2012 lot < 20 < 100 0 871 9

2 3/16/2012 3/28/2012 lot < 20 < 100 22 26 9

3 3/16/2012 3/28/2012 drive < 20 < 100 0 0 9

4 3/16/2012 3/28/2012 drive < 20 < 100 43 0 8

5 3/16/2012 3/28/2012 pad < 20 < 100 200 86 8

6 3/16/2012 3/28/2012 pad < 20 < 100 91 0 8

7 3/16/2012 3/28/2012 walk < 20 < 100 65 229 8

8 3/16/2012 3/28/2012 < 20 < 100 0 312 8

9 3/16/2012 3/28/2012 < 20 < 100 113 371 9

10 3/16/2012 3/28/2012 < 20 < 100 26 0 8

11 3/16/2012 3/28/2012 < 20 < 100 265 0 9

12 3/16/2012 3/28/2012 step < 20 < 100 91 0 8

13 3/16/2012 3/28/2012 walk < 20 < 100 200 0 9

14 3/16/2012 3/28/2012 < 20 < 100 65 455 9

15 3/16/2012 3/28/2012 < 20 < 100 87 490 10

16 3/16/2012 3/28/2012 < 20 < 100 130 1050 10

17 3/16/2012 3/28/2012 pad < 20 < 100 135 0 8

18 3/16/2012 3/28/2012 walk < 20 < 100 22 538 10

19 3/16/2012 3/28/2012 < 20 < 100 43 836 10

20 3/16/2012 3/28/2012 < 20 < 100 65 2 9


1Tennelec (MDA = 16 dpm/100 cm2 α and 25 dpm/100 cm2 β) IDENTIFICATION EX041002 2Ludlum 2224 with 43-89 dual alpha beta probe CALIBRATION DUE 1/24/2013 (MDA 201 - 337 dpm/100 cm2 α and 682 - 1010 dpm/100 cm2 β) BACKGROUND (cpm) 0.3 3.2 3 to 12 227 to 485 5 to 12 µrem/h 3Bicron microrem meter (MDA < 4 µrem/h) INSTR. EFFICIENCY 30.31% 36.77% 18.4% 16.8% NASAMPLED BY: E. Sorrels DATE: COUNT TIME ScanREVIEWED BY: Phil Rutherford DATE: Page 1 of 9FORM 732-A REV 2012-01-31

Ludlum 2224 & 43-892

3/28/2012

275211

8/23/2012

1 min1 min.4/3/2012


Tennelec1

NR007137

Daily

Page 86 of 128




21 3/16/2012 3/28/2012 walk < 20 < 100 65 0 10

22 3/16/2012 3/28/2012 < 20 < 100 174 1014 10

23 3/16/2012 3/28/2012 < 20 < 100 22 0 9

24 3/16/2012 3/28/2012 < 20 < 100 0 0 9

25 3/16/2012 3/28/2012 < 20 < 100 0 0 8

26 3/16/2012 3/28/2012 pad < 20 < 100 200 14 8

27 3/16/2012 3/28/2012 bottom of basin < 20 < 100 0 0 9

28 3/16/2012 3/28/2012 < 20 < 100 4 0 9

29 3/16/2012 3/28/2012 < 20 < 100 48 0 8

30 3/16/2012 3/28/2012 walk - stained < 20 < 100 457 1086 10

31 3/16/2012 3/28/2012 walk < 20 < 100 43 0 10

32 3/16/2012 3/28/2012 walk < 20 < 100 22 0 9

33 3/16/2012 3/28/2012 footer - rusty < 20 < 100 26 0 10

34 3/16/2012 3/28/2012 walk at stairs < 20 < 100 113 50 10

35 3/16/2012 3/28/2012 side of stairs < 20 < 100 0 307 8

36 3/16/2012 3/28/2012 top of stair-step < 20 < 100 4 0 7

37 3/16/2012 3/28/2012 < 20 < 100 113 0 9

38 3/16/2012 3/28/2012 < 20 < 100 157 0 10

39 3/16/2012 3/28/2012 < 20 < 100 4 0 9

40 3/16/2012 3/28/2012 < 20 < 100 70 0 7





NR007137 275211

Daily 8/23/2012

3/28/2012 1 min. 1 min4/3/2012

Page 87 of 128




41 3/16/2012 3/28/2012 lot < 20 < 100 0 0 10

42 3/16/2012 3/28/2012 < 20 < 100 65 348 10

43 3/16/2012 3/28/2012 < 20 < 100 43 121 9

44 3/16/2012 3/28/2012 < 20 < 100 0 0 9

45 3/16/2012 3/28/2012 < 20 < 100 22 0 8

46 3/16/2012 3/28/2012 walk < 20 < 100 0 0 8

47 3/16/2012 3/28/2012 drive < 20 < 100 87 300 10

48 3/16/2012 3/28/2012 drive < 20 < 100 22 729 9

49 3/16/2012 3/28/2012 walk - rusty < 20 < 100 330 455 10

50 3/16/2012 3/28/2012 drive < 20 < 100 0 0 10

51 3/16/2012 3/28/2012 drive < 20 < 100 0 240 10

52 3/16/2012 3/28/2012 walk < 20 < 100 87 0 10

53 3/16/2012 3/28/2012 pad < 20 < 100 157 0 11

54 3/16/2012 3/28/2012 lot < 20 < 100 43 145 9

55 3/16/2012 3/28/2012 lot < 20 < 100 0 812 9

56 3/16/2012 3/28/2012 lot < 20 < 100 65 729 11





NR007137 275211

Daily 8/23/2012

3/28/2012 1 min. 1 min4/3/2012

Page 88 of 128




57 3/16/2012 3/23/2012 pad < 20 < 100 0 74 10

58 3/16/2012 3/23/2012 pad < 20 < 100 0 0 11

59 3/16/2012 3/23/2012 lot < 20 < 100 30 0 9

60 3/16/2012 3/23/2012 lot near drain grate < 20 < 100 0 33 8

61 3/16/2012 3/23/2012 lot < 20 < 100 9 0 9

62 3/16/2012 3/23/2012 < 20 < 100 52 33 9

63 3/16/2012 3/23/2012 < 20 < 100 0 200 8

64 3/16/2012 3/23/2012 < 20 < 100 0 355 8

65 3/16/2012 3/23/2012 < 20 < 100 30 0 10

66 3/16/2012 3/23/2012 < 20 < 100 0 176 10

67 3/16/2012 3/23/2012 < 20 < 100 30 0 10

68 3/16/2012 3/23/2012 < 20 < 100 9 0 10

69 3/16/2012 3/23/2012 < 20 < 100 0 0 9

70 3/16/2012 3/23/2012 < 20 < 100 30 0 9

71 3/16/2012 3/23/2012 < 20 < 100 74 0 10

72 3/16/2012 3/23/2012 < 20 < 100 30 45 9

73 3/16/2012 3/23/2012 < 20 < 100 0 0 9

74 3/16/2012 3/23/2012 < 20 < 100 0 69 9

75 3/16/2012 3/23/2012 drainage pad < 20 < 100 0 0 11

76 3/16/2012 3/23/2012 lot < 20 < 100 52 117 10





NR007137 275211

4/3/2012

Daily 8/23/2012

3/28/2012 1 min. 1 min

Page 89 of 128

Area I_B1300_lots, drives & walks_732-A_2012-03-28.xlsx Activity using daily bkgd. 3-28 page 5 of 9



alpha beta0.184 0.1680.25 0.5

100 100


Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Bkgd Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Sample Date Material Type (min) (min) (cpm)(dpm/ 100


(dpm/ 100 cm2)

(min) (min) (cpm)(dpm/ 100


(dpm/ 100 cm2)


Miscellaneous 5 1 35 7 151 5 12 264 5 1 2046 409 4872 36 75 891


Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Count Time

Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Date Material Type (min) (cpm) (cpm) (cpm)(dpm/ 100

cm2)(dpm/ 100

cm2)(min) (cpm) (cpm) (cpm)

(dpm/ 100 cm2)

(dpm/ 100 cm2)

1 3/28/2012 lot Asphalt 1 2 2 3 -1 0 201 <MDA 1 589 589 516 73 871 1010 <MDA2 3/28/2012 lot Asphalt 1 4 4 3 1 22 201 <MDA 1 518 518 516 2 26 1010 <MDA3 3/28/2012 drive Concrete 1 3 3 6 -3 0 254 <MDA 1 423 423 485 -62 0 980 <MDA4 3/28/2012 drive Asphalt 1 5 5 3 2 43 201 <MDA 1 515 515 516 -1 0 1010 <MDA5 3/28/2012 pad Concrete 1 15 15 6 9 200 254 <MDA 1 492 492 485 7 86 980 <MDA6 3/28/2012 pad Concrete 1 10 10 6 4 91 254 <MDA 1 441 441 485 -44 0 980 <MDA7 3/28/2012 walk Asphalt 1 6 6 3 3 65 201 <MDA 1 535 535 516 19 229 1010 <MDA8 3/28/2012 Asphalt 1 1 1 3 -2 0 201 <MDA 1 542 542 516 26 312 1010 <MDA9 3/28/2012 Concrete 1 11 11 6 5 113 254 <MDA 1 516 516 485 31 371 980 <MDA10 3/28/2012 Concrete 1 7 7 6 1 26 254 <MDA 1 478 478 485 -7 0 980 <MDA11 3/28/2012 Concrete 1 18 18 6 12 265 254 >MDA 1 479 479 485 -6 0 980 <MDA12 3/28/2012 step Concrete 1 10 10 6 4 91 254 <MDA 1 448 448 485 -37 0 980 <MDA13 3/28/2012 walk Concrete 1 15 15 6 9 200 254 <MDA 1 472 472 485 -13 0 980 <MDA14 3/28/2012 Asphalt 1 6 6 3 3 65 201 <MDA 1 554 554 516 38 455 1010 <MDA15 3/28/2012 Asphalt 1 7 7 3 4 87 201 <MDA 1 557 557 516 41 490 1010 <MDA16 3/28/2012 Asphalt 1 9 9 3 6 130 201 <MDA 1 604 604 516 88 1050 1010 >MDA17 3/28/2012 pad Concrete 1 12 12 6 6 135 254 <MDA 1 450 450 485 -35 0 980 <MDA18 3/28/2012 walk Asphalt 1 4 4 3 1 22 201 <MDA 1 561 561 516 45 538 1010 <MDA19 3/28/2012 Asphalt 1 5 5 3 2 43 201 <MDA 1 586 586 516 70 836 1010 <MDA20 3/28/2012 Asphalt 1 6 6 3 3 65 201 <MDA 1 516 516 516 0 2 1010 <MDA21 3/28/2012 Asphalt 1 6 6 3 3 65 201 <MDA 1 479 479 516 -37 0 1010 <MDA22 3/28/2012 Asphalt 1 11 11 3 8 174 201 <MDA 1 601 601 516 85 1014 1010 >MDA23 3/28/2012 Asphalt 1 4 4 3 1 22 201 <MDA 1 473 473 516 -43 0 1010 <MDA24 3/28/2012 Asphalt 1 2 2 3 -1 0 201 <MDA 1 458 458 516 -58 0 1010 <MDA25 3/28/2012 Asphalt 1 3 3 3 0 0 201 <MDA 1 443 443 516 -73 0 1010 <MDA26 3/28/2012 pad Concrete 1 15 15 6 9 200 254 <MDA 1 486 486 485 1 14 980 <MDA27 3/28/2012 bottom of basin Concrete 1 5 5 6 -1 0 254 <MDA 1 474 474 485 -11 0 980 <MDA28 3/28/2012 Concrete 1 6 6 6 0 4 254 <MDA 1 446 446 485 -39 0 980 <MDA29 3/28/2012 Concrete 1 8 8 6 2 48 254 <MDA 1 418 418 485 -67 0 980 <MDA30 3/28/2012 walk - stained Asphalt 1 24 24 3 21 457 201 >MDA 1 607 607 516 91 1086 1010 >MDA31 3/28/2012 walk Asphalt 1 5 5 3 2 43 201 <MDA 1 469 469 516 -47 0 1010 <MDA32 3/28/2012 walk Asphalt 1 4 4 3 1 22 201 <MDA 1 473 473 516 -43 0 1010 <MDA33 3/28/2012 footer - rusty Concrete 1 7 7 6 1 26 254 <MDA 1 456 456 485 -29 0 980 <MDA34 3/28/2012 walk at stairs Concrete 1 11 11 6 5 113 254 <MDA 1 489 489 485 4 50 980 <MDA35 3/28/2012 side of stairs Construction 1 9 9 12 -3 0 337 <MDA 1 253 253 227 26 307 682 <MDA36 3/28/2012 top of stair-step Concrete 1 6 6 6 0 4 254 <MDA 1 446 446 485 -39 0 980 <MDA37 3/28/2012 Concrete 1 11 11 6 5 113 254 <MDA 1 377 377 485 -108 0 980 <MDA38 3/28/2012 Concrete 1 13 13 6 7 157 254 <MDA 1 402 402 485 -83 0 980 <MDA39 3/28/2012 Concrete 1 6 6 6 0 4 254 <MDA 1 411 411 485 -74 0 980 <MDA40 3/28/2012 Concrete 1 9 9 6 3 70 254 <MDA 1 384 384 485 -101 0 980 <MDA41 3/28/2012 lot Asphalt 1 2 2 3 -1 0 201 <MDA 1 515 515 516 -1 0 1010 <MDA42 3/28/2012 Asphalt 1 6 6 3 3 65 201 <MDA 1 545 545 516 29 348 1010 <MDA43 3/28/2012 Asphalt 1 5 5 3 2 43 201 <MDA 1 526 526 516 10 121 1010 <MDA44 3/28/2012 Asphalt 1 2 2 3 -1 0 201 <MDA 1 498 498 516 -18 0 1010 <MDA45 3/28/2012 Asphalt 1 4 4 3 1 22 201 <MDA 1 496 496 516 -20 0 1010 <MDA46 3/28/2012 walk Concrete 1 0 0 6 -6 0 254 <MDA 1 461 461 485 -24 0 980 <MDA47 3/28/2012 drive Asphalt 1 7 7 3 4 87 201 <MDA 1 541 541 516 25 300 1010 <MDA48 3/28/2012 drive Asphalt 1 4 4 3 1 22 201 <MDA 1 577 577 516 61 729 1010 <MDA49 3/28/2012 walk - rusty Concrete 1 21 21 6 15 330 254 >MDA 1 523 523 485 38 455 980 <MDA50 3/28/2012 drive Asphalt 1 2 2 3 -1 0 201 <MDA 1 480 480 516 -36 0 1010 <MDA51 3/28/2012 drive Asphalt 1 2 2 3 -1 0 201 <MDA 1 536 536 516 20 240 1010 <MDA52 3/28/2012 walk Asphalt 1 7 7 3 4 87 201 <MDA 1 503 503 516 -13 0 1010 <MDA53 3/28/2012 pad Concrete 1 13 13 6 7 157 254 <MDA 1 484 484 485 -1 0 980 <MDA54 3/28/2012 lot Asphalt 1 5 5 3 2 43 201 <MDA 1 528 528 516 12 145 1010 <MDA55 3/28/2012 lot Asphalt 1 1 1 3 -2 0 201 <MDA 1 584 584 516 68 812 1010 <MDA56 3/28/2012 lot Asphalt 1 6 6 3 3 65 201 <MDA 1 577 577 516 61 729 1010 <MDA

Beta


Alpha

31-436 Reference Locations31-436 Reference Locations

Average

pre-demolition

Alpha Beta


2752118/23/2012


Area I B1300lots, drives & walks

Instrument Type

31-436 Reference Locations


2224-1/43-89

Page 90 of 128

Area I_B1300_lots, drives & walks_732-A_2012-03-28.xlsx Activity using daily bkgd. 3-23 page 6 of 9



alpha beta0.184 0.1680.25 0.5

100 100


Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Bkgd Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA



(dpm/ 100 cm2)



(dpm/ 100 cm2)


Miscellaneous 5 1 40 8 172 5 13 280 5 1 2063 413 4912 36 75 894


Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Count Time

Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?


100 cm2)(dpm/


(dpm/ 100 cm2)

(dpm/ 100 cm2)

57 3/23/2012 pad Concrete 1 5 5 8 -3 0 292 <MDA 1 484 484 478 6 74 974 <MDA58 3/23/2012 pad Concrete 1 8 8 8 0 0 292 <MDA 1 455 455 478 -23 0 974 <MDA59 3/23/2012 lot Asphalt 1 5 5 4 1 30 214 <MDA 1 518 518 532 -14 0 1026 <MDA60 3/23/2012 lot near drain grate Asphalt 1 1 1 4 -3 0 214 <MDA 1 535 535 532 3 33 1026 <MDA61 3/23/2012 lot Asphalt 1 4 4 4 0 9 214 <MDA 1 530 530 532 -2 0 1026 <MDA62 3/23/2012 Asphalt 1 6 6 4 2 52 214 <MDA 1 535 535 532 3 33 1026 <MDA63 3/23/2012 Asphalt 1 1 1 4 -3 0 214 <MDA 1 549 549 532 17 200 1026 <MDA64 3/23/2012 Asphalt 1 2 2 4 -2 0 214 <MDA 1 562 562 532 30 355 1026 <MDA65 3/23/2012 Asphalt 1 5 5 4 1 30 214 <MDA 1 505 505 532 -27 0 1026 <MDA66 3/23/2012 Asphalt 1 3 3 4 -1 0 214 <MDA 1 547 547 532 15 176 1026 <MDA67 3/23/2012 Asphalt 1 5 5 4 1 30 214 <MDA 1 520 520 532 -12 0 1026 <MDA68 3/23/2012 Asphalt 1 4 4 4 0 9 214 <MDA 1 527 527 532 -5 0 1026 <MDA69 3/23/2012 Asphalt 1 0 0 4 -4 0 214 <MDA 1 527 527 532 -5 0 1026 <MDA70 3/23/2012 Asphalt 1 5 5 4 1 30 214 <MDA 1 487 487 532 -45 0 1026 <MDA71 3/23/2012 Asphalt 1 7 7 4 3 74 214 <MDA 1 526 526 532 -6 0 1026 <MDA72 3/23/2012 Asphalt 1 5 5 4 1 30 214 <MDA 1 536 536 532 4 45 1026 <MDA73 3/23/2012 Asphalt 1 1 1 4 -3 0 214 <MDA 1 500 500 532 -32 0 1026 <MDA74 3/23/2012 Asphalt 1 2 2 4 -2 0 214 <MDA 1 538 538 532 6 69 1026 <MDA75 3/23/2012 drainage pad Concrete 1 6 6 8 -2 0 292 <MDA 1 438 438 478 -40 0 974 <MDA76 3/23/2012 lot Asphalt 1 6 6 4 2 52 214 <MDA 1 542 542 532 10 117 1026 <MDA

Area I B1300 Instrument Type 2224-1/43-89lots, drives & walks Instument ID 275211

Beta

pre-demolition Calibration Due Date 8/23/2012RadiationInstrument Efficiency (cpm/emission)Surface Efficiency (emission/dpm)

Input data in blue cells Probe Area (cm2)

Alpha

Average

Alpha Beta



31-436 Reference Locations31-436 Reference Locations31-436 Reference Locations

Page 91 of 128



15

20

26

22

24

27

1

2

3 4

5

7

6

8

10

9

11

13

12

14

16

17

18

19

21

23

25

29

28

30

31 32

33 34

35

36

37

38

39

40

41 42

43

44

45 47

46

49

48

50

51

52

53

55

54 57

56

58

59

60

Area I B1300 Lots, Drives & Walks Pre-Demolition Survey page 9 of 9

61

63

65

62 64

66

67

68

69

70

72

71 73

74

75 76

Page 94 of 128

Area I_B1300_chem lab interior_732-A_2012-03-20.xlsx 732-A

FACILITY: Area ILOCATION: B1300 Chemical Laboratory InteriorAlpha Removable Beta Removable Alpha Total Beta Total Gamma


1 3/20/2012 3/20/2012 wall < 20 < 100 0 0 8

2 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1007 9

3 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1031 9

4 3/20/2012 3/20/2012 wall < 20 < 100 0 0 10

5 3/20/2012 3/20/2012 countertop < 20 < 100 0 710 7

6 3/20/2012 3/20/2012 countertop < 20 < 100 0 579 8

7 3/20/2012 3/20/2012 floor tile < 20 < 100 0 662 8

8 3/20/2012 3/20/2012 wall < 20 < 100 0 0 8

9 3/20/2012 3/20/2012 interior wall < 20 < 100 0 0 7

10 3/20/2012 3/20/2012 floor tile < 20 < 100 0 626 8

11 3/20/2012 3/20/2012 floor tile < 20 < 100 0 388 9

12 3/20/2012 3/20/2012 floor tile < 20 < 100 0 840 8

13 3/20/2012 3/20/2012 interior wall < 20 < 100 0 126 7

14 3/20/2012 3/20/2012 floor tile < 20 < 100 0 960 8

15 3/20/2012 3/20/2012 interior wall < 20 < 100 0 55 7

16 3/20/2012 3/20/2012 floor tile < 20 < 100 0 995 8

17 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1376 8

18 3/20/2012 3/20/2012 wall < 20 < 100 0 0 8

19 3/20/2012 3/20/2012 wall < 20 < 100 0 0 8

20 3/20/2012 3/20/2012 interior wall < 20 < 100 0 90 7


1Tennelec (MDA = 10 dpm/100 cm2 α and 27 dpm/100 cm2 β) IDENTIFICATION EX041002 2Ludlum 2224 with 43-89 dual alpha beta probe CALIBRATION DUE 1/24/2013 (MDA 290 - 337 dpm/100 cm2 α and 697 - 981 dpm/100 cm2 β) BACKGROUND (cpm) 0 4 8 to 12 237 to 486 4 to 12 µrem/h 3Bicron microrem meter (MDA < 4 µrem/h) INSTR. EFFICIENCY 30.05% 36.87% 18.4% 16.8% NASAMPLED BY: E. Sorrels DATE: COUNT TIME ScanREVIEWED BY: Phil Rutherford DATE: Page 1 of 9FORM 732-A REV 2012-01-31

Ludlum 2224 & 43-892

3/20/2012

275211

8/23/2012

1 min1 min.4/3/2012


Tennelec1

NR007137

Daily

Page 95 of 128




21 3/20/2012 3/20/2012 concrete floor < 20 < 100 0 0 8

22 3/20/2012 3/20/2012 wall < 20 < 100 0 0 8

23 3/20/2012 3/20/2012 wall < 20 < 100 0 0 8

24 3/20/2012 3/20/2012 interior wall < 20 < 100 0 0 6

25 3/20/2012 3/20/2012 floor tile < 20 < 100 0 543 7

26 3/20/2012 3/20/2012 floor tile < 20 < 100 0 710 7

27 3/20/2012 3/20/2012 interior wall < 20 < 100 0 471 6

28 3/20/2012 3/20/2012 interior wall < 20 < 100 0 126 7

29 3/20/2012 3/20/2012 floor tile < 20 < 100 0 531 8

30 3/20/2012 3/20/2012 floor tile < 20 < 100 0 769 8

31 3/20/2012 3/20/2012 interior wall < 20 < 100 0 0 6

32 3/20/2012 3/20/2012 interior wall < 20 < 100 0 638 7

33 3/20/2012 3/20/2012 floor tile < 20 < 100 0 948 7

34 3/20/2012 3/20/2012 wood fire door < 20 < 100 0 43 6

35 3/20/2012 3/20/2012 floor tile < 20 < 100 0 757 8

36 3/20/2012 3/20/2012 interior wall < 20 < 100 0 0 6

37 3/20/2012 3/20/2012 wood fire door < 20 < 100 0 0 6

38 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1126 8

39 3/20/2012 3/20/2012 wall < 20 < 100 0 0 8

40 3/20/2012 3/20/2012 wall < 20 < 100 0 0 7





NR007137 275211

Daily 8/23/2012

3/20/2012 1 min. 1 min4/3/2012

Page 96 of 128




41 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1305 7

42 3/20/2012 3/20/2012 interior wall < 20 < 100 0 0 6

43 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1233 7

44 3/20/2012 3/20/2012 floor tile < 20 < 100 0 900 7

45 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1114 7

46 3/20/2012 3/20/2012 interior wall < 20 < 100 0 114 7

47 3/20/2012 3/20/2012 floor tile < 20 < 100 0 721 7

48 3/20/2012 3/20/2012 countertop < 20 < 100 0 495 6

49 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1019 8

50 3/20/2012 3/20/2012 wall < 20 < 100 0 0 9

51 3/20/2012 3/20/2012 countertop < 20 < 100 0 626 6

52 3/20/2012 3/20/2012 floor tile < 20 < 100 0 602 7

53 3/20/2012 3/20/2012 countertop < 20 < 100 0 507 7

54 3/20/2012 3/20/2012 wall < 20 < 100 0 0 8

55 3/20/2012 3/20/2012 floor tile < 20 < 100 0 686 7

56 3/20/2012 3/20/2012 countertop < 20 < 100 0 305 5

57 3/20/2012 3/20/2012 floor tile < 20 < 100 0 1257 7

58 3/20/2012 3/20/2012 shelf < 20 < 100 0 579 7

59 3/20/2012 3/20/2012 countertop < 20 < 100 0 352 6





NR007137 275211

4/3/2012

Daily 8/23/2012

3/20/2012 1 min. 1 min

Page 97 of 128

Area I_B1300_chem lab interior_732-A_2012-03-20.xlsx Activity using daily bkgd. page 4 of 9



alpha beta0.184 0.1680.25 0.5

100 100

Daily Background MeasurementsBkgd

Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Bkgd Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA



(dpm/ 100 cm2)



(dpm/ 100 cm2)


Miscellaneous 5 1 37 7 162 5 12 269 5 1 2104 421 5010 36 76 903


Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Count Time

Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?


100 cm2)(dpm/


(dpm/ 100 cm2)

(dpm/ 100 cm2)

1 3/20/2012 wall Concrete 1 5 5 8 -3 0 290 <MDA 1 357 357 486 -129 0 981 <MDA2 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 322 322 237 85 1007 697 >MDA3 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 324 324 237 87 1031 697 >MDA4 3/20/2012 wall Concrete 1 1 1 8 -7 0 290 <MDA 1 359 359 486 -127 0 981 <MDA5 3/20/2012 countertop Construction 1 1 1 12 -11 0 337 <MDA 1 297 297 237 60 710 697 >MDA6 3/20/2012 countertop Construction 1 0 0 12 -12 0 337 <MDA 1 286 286 237 49 579 697 <MDA7 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 293 293 237 56 662 697 <MDA8 3/20/2012 wall Concrete 1 1 1 8 -7 0 290 <MDA 1 364 364 486 -122 0 981 <MDA9 3/20/2012 interior wall Construction 1 0 0 12 -12 0 337 <MDA 1 217 217 237 -20 0 697 <MDA10 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 290 290 237 53 626 697 <MDA11 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 270 270 237 33 388 697 <MDA12 3/20/2012 floor tile Construction 1 2 2 12 -10 0 337 <MDA 1 308 308 237 71 840 697 >MDA13 3/20/2012 interior wall Construction 1 2 2 12 -10 0 337 <MDA 1 248 248 237 11 126 697 <MDA14 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 318 318 237 81 960 697 >MDA15 3/20/2012 interior wall Construction 1 0 0 12 -12 0 337 <MDA 1 242 242 237 5 55 697 <MDA16 3/20/2012 floor tile Construction 1 2 2 12 -10 0 337 <MDA 1 321 321 237 84 995 697 >MDA17 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 353 353 237 116 1376 697 >MDA18 3/20/2012 wall Concrete 1 1 1 8 -7 0 290 <MDA 1 373 373 486 -113 0 981 <MDA19 3/20/2012 wall Concrete 1 3 3 8 -5 0 290 <MDA 1 394 394 486 -92 0 981 <MDA20 3/20/2012 interior wall Construction 1 1 1 12 -11 0 337 <MDA 1 245 245 237 8 90 697 <MDA21 3/20/2012 concrete floor Concrete 1 1 1 8 -7 0 290 <MDA 1 417 417 486 -69 0 981 <MDA22 3/20/2012 wall Concrete 1 2 2 8 -6 0 290 <MDA 1 381 381 486 -105 0 981 <MDA23 3/20/2012 wall Concrete 1 0 0 8 -8 0 290 <MDA 1 380 380 486 -106 0 981 <MDA24 3/20/2012 interior wall Construction 1 3 3 12 -9 0 337 <MDA 1 237 237 237 0 0 697 <MDA25 3/20/2012 floor tile Construction 1 2 2 12 -10 0 337 <MDA 1 283 283 237 46 543 697 <MDA26 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 297 297 237 60 710 697 >MDA27 3/20/2012 interior wall Construction 1 1 1 12 -11 0 337 <MDA 1 277 277 237 40 471 697 <MDA28 3/20/2012 interior wall Construction 1 0 0 12 -12 0 337 <MDA 1 248 248 237 11 126 697 <MDA29 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 282 282 237 45 531 697 <MDA30 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 302 302 237 65 769 697 >MDA31 3/20/2012 interior wall Construction 1 0 0 12 -12 0 337 <MDA 1 223 223 237 -14 0 697 <MDA32 3/20/2012 interior wall Construction 1 0 0 12 -12 0 337 <MDA 1 291 291 237 54 638 697 <MDA33 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 317 317 237 80 948 697 >MDA34 3/20/2012 wood fire door Construction 1 2 2 12 -10 0 337 <MDA 1 241 241 237 4 43 697 <MDA35 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 301 301 237 64 757 697 >MDA36 3/20/2012 interior wall Construction 1 1 1 12 -11 0 337 <MDA 1 217 217 237 -20 0 697 <MDA37 3/20/2012 wood fire door Construction 1 1 1 12 -11 0 337 <MDA 1 221 221 237 -16 0 697 <MDA38 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 332 332 237 95 1126 697 >MDA39 3/20/2012 wall Concrete 1 1 1 8 -7 0 290 <MDA 1 386 386 486 -100 0 981 <MDA40 3/20/2012 wall Concrete 1 1 1 8 -7 0 290 <MDA 1 359 359 486 -127 0 981 <MDA41 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 347 347 237 110 1305 697 >MDA42 3/20/2012 interior wall Construction 1 0 0 12 -12 0 337 <MDA 1 22 22 237 -215 0 697 <MDA43 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 341 341 237 104 1233 697 >MDA44 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 313 313 237 76 900 697 >MDA45 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 331 331 237 94 1114 697 >MDA46 3/20/2012 interior wall Construction 1 1 1 12 -11 0 337 <MDA 1 247 247 237 10 114 697 <MDA47 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 298 298 237 61 721 697 >MDA48 3/20/2012 countertop Construction 1 0 0 12 -12 0 337 <MDA 1 279 279 237 42 495 697 <MDA49 3/20/2012 floor tile Construction 1 0 0 12 -12 0 337 <MDA 1 323 323 237 86 1019 697 >MDA50 3/20/2012 wall Concrete 1 1 1 8 -7 0 290 <MDA 1 383 383 486 -103 0 981 <MDA51 3/20/2012 countertop Construction 1 1 1 12 -11 0 337 <MDA 1 290 290 237 53 626 697 <MDA52 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 288 288 237 51 602 697 <MDA53 3/20/2012 countertop Construction 1 3 3 12 -9 0 337 <MDA 1 280 280 237 43 507 697 <MDA54 3/20/2012 wall Concrete 1 1 1 8 -7 0 290 <MDA 1 394 394 486 -92 0 981 <MDA55 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 295 295 237 58 686 697 <MDA56 3/20/2012 countertop Construction 1 2 2 12 -10 0 337 <MDA 1 263 263 237 26 305 697 <MDA57 3/20/2012 floor tile Construction 1 1 1 12 -11 0 337 <MDA 1 343 343 237 106 1257 697 >MDA58 3/20/2012 shelf Construction 1 2 2 12 -10 0 337 <MDA 1 286 286 237 49 579 697 <MDA59 3/20/2012 countertop Construction 1 1 1 12 -11 0 337 <MDA 1 267 267 237 30 352 697 <MDA

Beta


Alpha


Average

pre-demolition

Alpha Beta


2752118/23/2012


Area IB1300 Chem lab interior

Instrument Type



2224-1/43-89

Page 98 of 128



Area I B1300 Chemical Laboratory InteriorPre-Demolition Survey

page 7 of 9

15

20

26

22

24

27

1

2

3

4

5 7

6 8

10

9

11

13

12

14

16

17

18

19

21

23

25

29

28

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44 45

47

46

49

48

50

51

52

53

55

54

57

56

58

59

Page 101 of 128







Appendix 3

Field Survey Results

Post-ACM Abatement

Page 104 of 128

Area I_B1300_warehouse post-abatement_732-A_2012-04-19.xlsx 732-A 04/19/2012

FACILITY: Area I B1300LOCATION: Warehouse interior (post-abatement)Alpha Removable Beta Removable Alpha Total Beta Total Gamma


1 4/19/2012 4/19/2012 wall < 20 < 100 0 0 8

2 4/19/2012 4/19/2012 < 20 < 100 0 0 8

3 4/19/2012 4/19/2012 < 20 < 100 0 0 9

4 4/19/2012 4/19/2012 < 20 < 100 0 0 8

5 4/19/2012 4/19/2012 < 20 < 100 0 0 8

6 4/19/2012 4/19/2012 < 20 < 100 0 0 9

7 4/19/2012 4/19/2012 < 20 < 100 0 0 9

8 4/19/2012 4/19/2012 < 20 < 100 0 0 9

9 4/19/2012 4/19/2012 < 20 < 100 0 0 10

10 4/19/2012 4/19/2012 wood nailer < 20 < 100 0 955 10

11 4/19/2012 4/19/2012 floor < 20 < 100 0 0 10

12 4/19/2012 4/19/2012 < 20 < 100 0 0 11

13 4/19/2012 4/19/2012 < 20 < 100 0 117 9

14 4/19/2012 4/19/2012 < 20 < 100 0 0 10

15 4/19/2012 4/19/2012 < 20 < 100 0 0 10

16 4/19/2012 4/19/2012 < 20 < 100 0 0 9

17 4/19/2012 4/19/2012 < 20 < 100 0 0 9

18 4/19/2012 4/19/2012 < 20 < 100 0 0 10

19 4/19/2012 4/19/2012 < 20 < 100 0 0 10

20 4/19/2012 4/19/2012 < 20 < 100 0 0 9



Ludlum 2224 & 43-892

4/19/2012

ZO257835

8/23/2012

1 min1 min.4/24/2012


Tennelec1

NR007137

Daily

Page 105 of 128

Area I_B1300_warehouse post-abatement_732-A_2012-04-19.xlsx 732-A 04/19/2012

FACILITY: Area I B1300LOCATION: Warehouse interior (post-abatement)Alpha Removable Beta Removable Alpha Total Beta Total Gamma


21 4/19/2012 4/19/2012 floor < 20 < 100 0 0 10

22 4/19/2012 4/19/2012 < 20 < 100 0 0 9

23 4/19/2012 4/19/2012 < 20 < 100 0 0 11

24 4/19/2012 4/19/2012 < 20 < 100 0 0 10

25 4/19/2012 4/19/2012 < 20 < 100 0 0 10

26 4/19/2012 4/19/2012 < 20 < 100 0 0 10

27 4/19/2012 4/19/2012 < 20 < 100 0 0 10

28 4/19/2012 4/19/2012 < 20 < 100 0 0 10

29 4/19/2012 4/19/2012 < 20 < 100 0 0 11

30 4/19/2012 4/19/2012 < 20 < 100 0 0 11

31 4/19/2012 4/19/2012 < 20 < 100 0 0 11

32 4/19/2012 4/19/2012 < 20 < 100 0 0 12

33 4/19/2012 4/19/2012 < 20 < 100 0 0 11





NR007137 ZO257835

4/24/2012

Daily 8/23/2012

4/19/2012 1 min. 1 min

Page 106 of 128

Area I_B1300_warehouse post-abatement_732-A_2012-04-19.xlsx Activity using daily bkgd. page 3 of 6 04/19/2012



alpha beta0.184 0.1680.25 0.5

100 100


Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Bkgd Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA



(dpm/ 100 cm2)



(dpm/ 100 cm2)


Miscellaneous 5 1 43 9 187 5 13 289 5 1 2045 409 4868 36 75 892


Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Count Time

Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?


100 cm2)(dpm/


(dpm/ 100 cm2)

(dpm/ 100 cm2)

1 4/19/2012 wall Concrete 1 2 2 9 -7 0 303 <MDA 1 408 408 472 -64 0 968 <MDA2 4/19/2012 Concrete 1 0 0 9 -9 0 303 <MDA 1 381 381 472 -91 0 968 <MDA3 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 368 368 472 -104 0 968 <MDA4 4/19/2012 Concrete 1 2 2 9 -7 0 303 <MDA 1 413 413 472 -59 0 968 <MDA5 4/19/2012 Concrete 1 4 4 9 -5 0 303 <MDA 1 371 371 472 -101 0 968 <MDA6 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 369 369 472 -103 0 968 <MDA7 4/19/2012 Concrete 1 3 3 9 -6 0 303 <MDA 1 380 380 472 -92 0 968 <MDA8 4/19/2012 Concrete 1 2 2 9 -7 0 303 <MDA 1 376 376 472 -96 0 968 <MDA9 4/19/2012 Concrete 1 3 3 9 -6 0 303 <MDA 1 383 383 472 -89 0 968 <MDA10 4/19/2012 wood nailer Construction 1 4 4 13 -9 0 343 <MDA 1 319 319 239 80 955 699 >MDA11 4/19/2012 floor Concrete 1 3 3 9 -6 0 303 <MDA 1 455 455 472 -17 0 968 <MDA12 4/19/2012 Concrete 1 2 2 9 -7 0 303 <MDA 1 448 448 472 -24 0 968 <MDA13 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 482 482 472 10 117 968 <MDA14 4/19/2012 Concrete 1 0 0 9 -9 0 303 <MDA 1 460 460 472 -12 0 968 <MDA15 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 463 463 472 -9 0 968 <MDA16 4/19/2012 Concrete 1 3 3 9 -6 0 303 <MDA 1 404 404 472 -68 0 968 <MDA17 4/19/2012 Concrete 1 2 2 9 -7 0 303 <MDA 1 440 440 472 -32 0 968 <MDA18 4/19/2012 Concrete 1 0 0 9 -9 0 303 <MDA 1 459 459 472 -13 0 968 <MDA19 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 450 450 472 -22 0 968 <MDA20 4/19/2012 Concrete 1 2 2 9 -7 0 303 <MDA 1 418 418 472 -54 0 968 <MDA21 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 415 415 472 -57 0 968 <MDA22 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 442 442 472 -30 0 968 <MDA23 4/19/2012 Concrete 1 4 4 9 -5 0 303 <MDA 1 424 424 472 -48 0 968 <MDA24 4/19/2012 Concrete 1 3 3 9 -6 0 303 <MDA 1 444 444 472 -28 0 968 <MDA25 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 377 377 472 -95 0 968 <MDA26 4/19/2012 Concrete 1 3 3 9 -6 0 303 <MDA 1 433 433 472 -39 0 968 <MDA27 4/19/2012 Concrete 1 2 2 9 -7 0 303 <MDA 1 440 440 472 -32 0 968 <MDA28 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 427 427 472 -45 0 968 <MDA29 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 446 446 472 -26 0 968 <MDA30 4/19/2012 Concrete 1 0 0 9 -9 0 303 <MDA 1 441 441 472 -31 0 968 <MDA31 4/19/2012 Concrete 1 2 2 9 -7 0 303 <MDA 1 421 421 472 -51 0 968 <MDA32 4/19/2012 Concrete 1 1 1 9 -8 0 303 <MDA 1 433 433 472 -39 0 968 <MDA33 4/19/2012 Concrete 1 0 0 9 -9 0 303 <MDA 1 452 452 472 -20 0 968 <MDA

Beta


Alpha


Average

pre-disposal

Alpha Beta


2752118/23/2012


Area I B1300Warehouse post-abatement

Instrument Type



2224-1/43-89

Page 107 of 128

page 4 of 6 04/19/2012Page 108 of 128

Area I B1300 Warehouse Post-Abatement/Pre-Disposal Surveypage 5 of 6 04/19/2012

15 20

26

22

24

27 1

2

3 4 5 7 6 8

10

9

11

13

12

14

16

17

18 19

21

23

25

29

28

30

31

32

33

Page 109 of 128

Area I B1300 Warehouse InteriorPost-Abatement/Pre-Disposal Survey

page 6 of 6 04/19/2012Page 110 of 128

Area I_B1300_chem lab interior post-abatement_732-A_2012-04-27.xlsx 732-A 05/01/2012

FACILITY: Area I B1300 Post-abatementLOCATION: Chemical Laboratory interiorAlpha Removable Beta Removable Alpha Total Beta Total Gamma


1 4/27/2012 4/27/2012 floor < 20 < 100 0 0 10

2 4/27/2012 4/27/2012 < 20 < 100 0 0 10

3 4/27/2012 4/27/2012 < 20 < 100 0 0 10

4 4/27/2012 4/27/2012 < 20 < 100 0 0 10

5 4/27/2012 4/27/2012 < 20 < 100 0 0 9

6 4/27/2012 4/27/2012 < 20 < 100 0 0 8

7 4/27/2012 4/27/2012 < 20 < 100 0 0 8

8 4/27/2012 4/27/2012 < 20 < 100 0 0 9

9 4/27/2012 4/27/2012 < 20 < 100 0 0 10

10 4/27/2012 4/27/2012 < 20 < 100 0 0 10

11 4/27/2012 4/27/2012 < 20 < 100 0 0 10

12 4/27/2012 4/27/2012 < 20 < 100 0 0 10

13 4/27/2012 4/27/2012 < 20 < 100 0 24 10

14 4/27/2012 4/27/2012 < 20 < 100 0 0 10

15 4/27/2012 4/27/2012 < 20 < 100 0 0 10

16 4/27/2012 4/27/2012 < 20 < 100 0 0 10

17 4/27/2012 4/27/2012 < 20 < 100 0 0 10

18 4/27/2012 4/27/2012 < 20 < 100 0 0 10

19 4/27/2012 4/27/2012 < 20 < 100 0 0 10

20 4/27/2012 4/27/2012 < 20 < 100 0 0 10


1Tennelec (MDA = 10 dpm/100 cm2 α and 25 dpm/100 cm2 β) IDENTIFICATION EX041002 2Ludlum 2224 with 43-89 dual alpha beta probe CALIBRATION DUE 1/24/2013 (MDA 313 dpm/100 cm2 α and 984 dpm/100 cm2 β) BACKGROUND (cpm) 0 3.1 10 488 6 to 12 µrem/h 3Bicron microrem meter (MDA < 4 µrem/h) INSTR. EFFICIENCY 29.89% 36.55% 18.4% 16.8% NASAMPLED BY: E. Sorrels DATE: COUNT TIME ScanREVIEWED BY: Phil Rutherford DATE: Page 1 of 7FORM 732-A REV 2012-01-31

Ludlum 2224 & 43-892

4/27/2012

275211

8/23/2012

1 min1 min.5/3/2012


Tennelec1

NR007137

Daily

Page 111 of 128

Area I_B1300_chem lab interior post-abatement_732-A_2012-04-27.xlsx 732-A 05/01/2012

FACILITY: Area I B1300 Post-abatementLOCATION: Chemical Laboratory interiorAlpha Removable Beta Removable Alpha Total Beta Total Gamma


21 4/27/2012 4/27/2012 floor < 20 < 100 0 0 9

22 4/27/2012 4/27/2012 < 20 < 100 0 0 10

23 4/27/2012 4/27/2012 < 20 < 100 0 0 10

24 4/27/2012 4/27/2012 < 20 < 100 0 0 10


1Tennelec (MDA = 10 dpm/100 cm2 α and 25 dpm/100 cm2 β) IDENTIFICATION EX041002 2Ludlum 2224 with 43-89 dual alpha beta probe CALIBRATION DUE 1/24/2013 (MDA 313 dpm/100 cm2 α and 984 dpm/100 cm2 β) BACKGROUND (cpm) 0 3.1 10 488 6 to 12 µrem/h 3Bicron microrem meter (MDA < 4 µrem/h) INSTR. EFFICIENCY 29.89% 36.55% 18.4% 16.8% NASAMPLED BY: E. Sorrels DATE: COUNT TIME ScanREVIEWED BY: Phil Rutherford DATE: Page 2 of 7FORM 732-A REV 2012-01-31



NR007137 275211

5/3/2012

Daily 8/23/2012

4/27/2012 1 min. 1 min

Page 112 of 128

Area I_B1300_chem lab interior post-abatement_732-A_2012-04-27.xlsx Activity using daily bkgd. page 3 of 7 05/01/2012



alpha beta0.184 0.1680.25 0.5

100 100


Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA

Bkgd Count Time

Sample Count Time

Bkgd Gross Count

Bkgd Count Rate

Bkgd Gross

ActivityLC LD MDA



(dpm/ 100 cm2)



(dpm/ 100 cm2)


Miscellaneous 5 1 38 8 167 5 13 273 5 1 2021 404 4812 36 74 885


Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?

Sample Count Time

Gross Sample Count

Gross Count Rate

Bkgd Count Rate

Net Count Rate

Net Activity

MDA> MDA

or< MDA ?


100 cm2)(dpm/


(dpm/ 100 cm2)

(dpm/ 100 cm2)

1 4/27/2012 floor Concrete 1 2 2 10 -8 0 313 <MDA 1 426 426 488 -62 0 984 <MDA2 4/27/2012 Concrete 1 2 2 10 -8 0 313 <MDA 1 449 449 488 -39 0 984 <MDA3 4/27/2012 Concrete 1 3 3 10 -7 0 313 <MDA 1 411 411 488 -77 0 984 <MDA4 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 456 456 488 -32 0 984 <MDA5 4/27/2012 Concrete 1 0 0 10 -10 0 313 <MDA 1 448 448 488 -40 0 984 <MDA6 4/27/2012 Concrete 1 2 2 10 -8 0 313 <MDA 1 391 391 488 -97 0 984 <MDA7 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 421 421 488 -67 0 984 <MDA8 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 449 449 488 -39 0 984 <MDA9 4/27/2012 Concrete 1 0 0 10 -10 0 313 <MDA 1 469 469 488 -19 0 984 <MDA

10 4/27/2012 Concrete 1 2 2 10 -8 0 313 <MDA 1 407 407 488 -81 0 984 <MDA11 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 441 441 488 -47 0 984 <MDA12 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 442 442 488 -46 0 984 <MDA13 4/27/2012 Concrete 1 0 0 10 -10 0 313 <MDA 1 490 490 488 2 24 984 <MDA14 4/27/2012 Concrete 1 3 3 10 -7 0 313 <MDA 1 437 437 488 -51 0 984 <MDA15 4/27/2012 Concrete 1 0 0 10 -10 0 313 <MDA 1 474 474 488 -14 0 984 <MDA16 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 460 460 488 -28 0 984 <MDA17 4/27/2012 Concrete 1 2 2 10 -8 0 313 <MDA 1 468 468 488 -20 0 984 <MDA18 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 438 438 488 -50 0 984 <MDA19 4/27/2012 Concrete 1 2 2 10 -8 0 313 <MDA 1 446 446 488 -42 0 984 <MDA20 4/27/2012 Concrete 1 4 4 10 -6 0 313 <MDA 1 403 403 488 -85 0 984 <MDA21 4/27/2012 Concrete 1 6 6 10 -4 0 313 <MDA 1 460 460 488 -28 0 984 <MDA22 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 441 441 488 -47 0 984 <MDA23 4/27/2012 Concrete 1 1 1 10 -9 0 313 <MDA 1 450 450 488 -38 0 984 <MDA24 4/27/2012 Concrete 1 2 2 10 -8 0 313 <MDA 1 477 477 488 -11 0 984 <MDA

Beta


Alpha


Average

pre-demolition

Alpha Beta


2752118/23/2012


Area I B1300 post-abatementChemical Laboratory

Instrument Type



2224-1/43-89

Page 113 of 128

page 4 of 7 05/01/2012Page 114 of 128

Area I B1300 Chemical Laboratory Post-AbatementPre-Demolition Survey

page 5 of 7 05/01/2012

15

20

22

24

1 2

3

4

5

7

6

8

10

9

11

13

12

14

16

17

18

19

21

23

Page 115 of 128

Area I B1300 Chemical Laboratory Interior Post-AbatementPre-Demolition Survey

page 6 of 7 05/01/2012Page 116 of 128

Area I B1300 Chemical Laboratory Interior Post-AbatementPre-Demolition Survey

page 7 of 7 05/01/2012Page 117 of 128

Attachment D

Radiological Document Review and Operations Certification

Page 118 of 128


1300_Ops_Certification April 25, 2012

Building 1300, Area I Document Review and Operations Certification

I certify that, to the best of my knowledge and belief, no nuclear or radiological research and development activities were conducted in building 1300 to be demolished. Use Authorization #136 permitted the Chemistry Laboratory (rooms B-7 and B-8) in 1300 the use two Hewlett Packard Gas Chromatographs, each containing 15 millicuries of nickel-63 in a sealed source. These chromatographs were used from 1988 to 2005. The sources were periodically leak checked to verify sealed source integrity. When the Chemistry Laboratory was closed in 2005 the chromatographs were returned to the vendor. In 1988, a 40 mL glass vial, containing sand contaminated with Co-60, Eu-152 and Eu-154 broke inside a centrifuge in the Chemistry Laboratory. The inside of the centrifuge was measured at 187 dpm/100 cm2 beta/gamma removable, less that the regulatory limit for mixed beta/gamma emitters of 1,000 dpm/100 cm2. There was no report of contamination within the laboratory. (Incident Report A-187) As with any Chemistry Laboratory, the lab utilized license exempt quantities/concentrations of thorium/uranium salts, oxides and nitrates, principally used as oxidizers. In recent years, building 1300 has functioned as a shipping location. As such, the building has occaisionally been used to store/ship packaged items such as Po-210 destaticisors (static eliminators) and Am-241 smoke detectors. These items are leak checked prior to shipment to verify source integrity. A common practice at most of the industrial facilities of SSFL during its operational history was to conduct industrial field radiography of tanks, vessels, piping, etc., using sealed, shielded cobalt-60 or iridium-192 radiography sources. These field radiography activities were conducted, and the sealed sources managed, in accordance with stringent operational procedures and state licensing requirements. During use, the sources were routinely inventoried and leak tested to verify that the sources remained intact. When no longer required, sources were disposed of as low-level radioactive waste or returned to the original vendor for re-use. In recent years, field radiography has been conducted only by third party contractors with contractor-owned sources. There are no remaining radiography sources at SSFL. It is possible that field radiography was conducted in building 1300. The radiation surveys conducted prior to demolition as confirmed that these activities have not resulted in any contamination.

Phil Rutherford Manager, Health, Safety & Radiation Services

Page 119 of 128

Attachment E

Certification of No Impacts to Biological, Cultural, or Historical Resources

Page 120 of 128

Page 121 of 128

Attachment F

SSFL Site Map with Project Location

Page 122 of 128

Page 123 of 128

Attachment G

Project Area Detailed View and Photos

Page 124 of 128

Page 125 of 128

c306196

Text Box

Septic Containment

Image of Area 1, Building 300 at SSFL

Page 126 of 128

Attachment H

RFI Feature Map

Page 127 of 128

Page 128 of 128

afischl

Callout

ILBS0139 Mercury: 0.12 mg/kg (1.3x SRG)

afischl

Callout

ILBS0189 Mercury: 0.095 mg/kg (1.1x SRG)

afischl

Callout

ILBS0180 Cadmium: 4.8 mg/kg (4.8x SRG) Copper: 290 mg/kg (10x SRG) Lead: 320 mg/kg (9.4x SRG) Mercury: 0.12 mg/kg (1.3x SRG)

afischl

Text Box

ISRA Soil Remediation Goals (SRGs) Cadmium: 1 mg/kg Copper: 29 mg/kg Lead: 34 mg/kg Mercury: 0.09 mg/kg

Documents

Santa Susana Field Laboratory · Work Scope Information Removal of Building 1300 in Area 1 Boeing Santa Susana Field Laboratory May 22, 2012 Introduction The Boeing Company (Boeing)