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FOURTH QUARTER 2002 C-8 SURFACE WATER AND GROUNDWATER MONITORING REPORT FOR WASHINGTON WORKS FACILITY AND LOCAL, LETART AND DRY RUN LANDFILLS WASHINGTON, WV
Date: December 2002
Project No.:
D6WW7423.01 18983635.40000 18983627.00001 18983630.00001 18983636.00001
113?
A
CORPORATE REMEDIATION GROUP An Alliance between
DuPont and (JRS Diamond
Barley Mill Plaza, Building 27 Wilmington, Delaware 19805
CD
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CONTAIN N O c p i
000003
WVDEP 17200
Surface W ater and Groundwater Monitoring Report
Table of Contents
TABLE OF CONTENTS
1.0 Introduction..................................................................................................................1 2.0 C-8 Analytical Reporting............................................................................................. 3 3.0 Washington Works Facility.........................................................................................5 4.0 Local Landfill............................................................................................................... 7 5.0 Letart Landfill.............................................................................................................. 8 6.0 Dry Run Landfill........................................................................................................ 10 7.0 References.................................................................................................................. 11
Table 1.0
Table LIA Table 1.1B Table 2.0
Table 2.1A Table 2.IB Table 3.0
Table 3.1A Table 3.IB Table 4.0
Table 4.1A Table 4.1B
TABLES
Monitoring Well Construction and Groundwater Elevation Data Washington Works Facility C-8 in Surface Water - Washington Works Facility
C-8 in Groundwater - Washington Works Facility
Monitoring Well Construction and Groundwater Elevation Data - Local Landfill C-8 in Surface Water - Local Landfill C-8 in Groundwater - Local Landfill Monitoring Well Construction and Groundwater Elevation Data - Letart Landfill C-8 in Surface Water - Letart Landfill C-8 in Groundwater - Letart Landfill
Monitoring Well Construction and Groundwater Elevation Data - Dry Run Landfill C-8 in Surface Water - Dry Run Landfill C-8 in Groundwater - Dry Run Landfill
Figure 1.0 Figure 1.1
FIGURES
Site Location Map - Washington Works Facility
Monitoring Well and Surface Water Sample Location Map - Washington Works Facility
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Table of Contents
Figure 1.2 C-8 Concentration Map 4Q02 - Washington Works Facility Surface Water and Groundwater
Figure 2.0 Site Location Map - Local Landfill
Figure 2.1 Monitoring Well and Surface Water Sample Location Map - Local Landfill
Figure 2.2A Groundwater Elevation Map 2Q02 - Local Landfill Figure 2.2B Groundwater Elevation Map 3Q02 - Local Landfill
Figure 2.2C Groundwater Elevation Map 4Q02 - Local Landfill
Figure 2.3 C-8 Concentration Map 4Q02 - Local Landfill Outfalls and Monitoring Wells
Figure 3.0 Site Location Map - Letart Landfill
Figure 3.1A Monitoring Well and Surface Water Sample Location Map - Letart Landfill
Figure 3.IB Rt. 33 Stream and Blinker's Run Surface Water Sampling Locations Letart Landfill
Figure 3.2A F-Zone Groundwater Elevation Map 2Q02 - Letart Landfill
Figure 3.2B F-Zone Groundwater Elevation Map 3Q02 - Letart Landfill
Figure 3.2C F-Zone Groundwater Elevation Map 4Q02 - Letart Landfill
Figure 3.3A C-8 Concentration Map 4Q02 - Letart Landfill Outfalls and Monitoring Wells
Figure 3.3B C-8 Concentration Map 4Q02 - Letart Landfill Zone F
Figure 4.0 Site Location Map - Dry Run
Figure 4.1 Monitoring Well and Surface Water Sample Location Map - Dry Run Landfill
Figure 4.2A Groundwater Elevation Map 2Q02 - Dry Run Landfill
Figure 4.2B Groundwater Elevation Map 3Q02 - Dry Run Landfill
Figure 4.2C Groundwater Elevation Map 4Q02 - Dry Run Landfill
Figure 4.3 C-8 Concentration Map 4Q02 - Dry Run Surface Water
Figure 4.4 C-8 Concentration in Groundwater 4Q02 - Dry Run Bedrock Monitoring Wells
APPENDICES Appendix A Laboratory Analytical Data Reports - Washington Works Facility Appendix B Chain-of-Custody Records - Washington Works Facility Appendix C Laboratory Analytical Data Reports - Local Landfill Appendix D Chain-of-Custody Records - Local Landfill
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Table of Contents
Appendix E Laboratory Analytical Data Reports - Letart Landfill Appendix F Chain-of-Custody Records - Letart Landfill Appendix G Laboratory Analytical Data Reports - Dry Run Landfill Appendix H Chain-of-Custody Records - Dry Run Landfill
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Introduction
1.0 INTRODUCTION
A multi-media consent order (Order No. GWR-2001-019) was entered into between the West Virginia Department of Environmental Protection (WVDEP), the West Virginia Department of Health and Human Resources - Bureau for Public Health (WVDHHRBPH) and DuPont on November 15, 2001 (Consent Order). The Consent Order identified a series of requirements and tasks to be performed by the parties to determine whether there has been an impact on human health and the environment as a result of releases of ammonium perfluorooctanoate (C-8), CAS Number 3825-26-1, to the environment from DuPont operations at the Washington Works facility and the associated landfills (Local, Letart and Dry Run).
The Consent Order established the C-8 Groundwater Investigation Steering Team (GIST) to oversee investigations and activities that will be conducted to assess the presence and extent of C-8 in drinking water, groundwater, and surface water at and around the Washington Works facility and the Local, Letart and Dry Run Landfills.
An additional component of the Consent Order relates to the West Virginia National Pollutant Discharge Elimination System (WV NPDES) permit sampling requirements. In this portion o f the Consent Order, specific outfalls and outlets (outfalls) are to be sampled monthly for C-8 by DuPont.
Pursuant to Attachment A of the Consent Order, three tasks will be performed by DuPont and evaluated by the GIST, Tasks A, B, and C. Task A: Groundwater Use and Well Survey/Groundwater Monitoring has been completed (DuPont, 2002a; 2002b). Task B: Assessment of Existing Groundwater and Surface Water Monitoring Data includes the compilation of historical C-8 data, monitoring all wells at the landfills and the development of a Groundwater Monitoring Plan (GMP) for the Washington Works facility. The first part of the task, the historical C-8 data compilation report has been submitted to the GIST for evaluation (DuPont, 2002c). The second part of this task, monitoring C-8 in groundwater at the landfills, began in December 2001 and was performed monthly for four months and quarterly thereafter. The third part of the task, the proposed GMP for the Washington Works facility, was submitted to the GIST (DuPont, 2002d) and groundwater sampling at the Washington Works facility began in January 2002. Groundwater sampling at the Washington Works facility was conducted monthly for four months and continues quarterly. Task C: Plume Identification/Groundwater Assessment is ongoing.
This report presents the results of the monthly (October 2002) C-8 surface water and the 4th^Quarter 2002 (4Q02) C-8 groundwater sampling. The results for additional surface water sampling, that was performed in October 2002, are also included. This additional sampling is not required by the Consent Order or the WV NPDES permit. The 4Q02 C-8 groundwater-sampling event included sampling new wells installed as part of Task C: Plume Identification/Groundwater Assessment. Three new monitoring wells were installed at the Washington Works facility, five at the Local Landfill, five at the Letart Landfill, and seven at the Dry Run Landfill. These 20 new monitoring wells will be included in future quarterly C-8 sampling events as additional monitoring well sampling
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Surface W a ter and Groundwater Monitoring Report
Introduction
points. Further, an additional surface water location at the Letart Landfill was sampled. This new location, called Brinker's Run, will also be included in future quarterly C-8 sampling events.
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Surface W ater and Groundwater Monitoring Report
C-8 Analytical Reporting
2.0 C-8 ANALYTICAL REPORTING
The analytical method, method detection limit, and laboratory utilized for C-8 analysis has changed over time. Prior to 1991, DuPont performed C-8 analysis at the DuPont Experimental Station in Wilmington, Delaware. In 1991, when the RCRA Verification Investigation was conducted, the analysis was contracted to the CE^MHill Laboratory in Montgomery, Alabama. Both labs used a Gas Chromatography/Electron Capture Detector (GC-ECD) based analytical method with detection limits for C-8 that ranged from 0.1 to 1.0 ug/1.
CH2MHill conducted C-8 analysis for DuPont into the fall of 1998 when the laboratory ceased operation. At that time, DuPont had completed one round of analysis for the RCRA Facility Investigation (RFI). The analytical work was transferred to Lancaster Laboratories, Lancaster, PA, for the RFI second round analysis in March 1999. Lancaster Laboratories continued to conduct C-8 analysis using GC-ECD for DuPont until October 2001, when development and testing was completed on a new analytical method developed by Exygen Research, Inc. (Exygen; located in State College, PA) that utilizes Liquid Chromatography/Tandem Mass Spectrometry (LC/MS/MS). DuPont adopted the regular use of LC/MS/MS for C-8 analysis in water in November 2001 and Exygen was contracted to perform the analyses for DuPont.
Exygen reports C-8 results for the laboratory replicate of each field sample. These results are evaluated for precision by comparing the field sample result to the corresponding laboratory replicate result.
If both results are less than the practical quantitation limit (PQL), the replicate sample for that analyte is considered to have passed the precision criteria.
If one or both results are between one and five times the PQL, the replicate is considered to have met the precision criteria if the two results differ by less than the PQL.
If one result is less than the PQL and the other is not, and if the two results differed by a value less than the PQL, the replicate is said to have met the acceptance criteria.
If both results are at least five times the PQL, the replicate is considered to have met the criteria if the relative percent difference (RPD) between the two results is less than or equal to 20%. The RPD is the absolute value of the difference of two measurements divided by their average.
When the precision criteria outlined above are met, Exygen reports the average of the field sample and lab replicate results reported by the laboratory. If criteria for precision are exceeded, Exygen reports the higher of the sample and lab replicate results. Finally, when one result (from the sample/lab replicate pair) is above the PQL and one below, the result that is above the PQLs is reported. C-8 results are recorded in the Corporate Environmental Database (CED) and are reported as FC-143 for consistency with historical results.
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C-8 Analytical Reporting
An aliquot of each field sample is also analyzed as a matrix spike (MS). Results of the MS analysis are used to assess accuracy. The MS recovery value must fall between 70 to 130%, unless the sample concentration is at least four times the amount spiked. The maximum amount used to spike field samples is 500 ug/L.
All data packages generated by Exygen are reviewed in-house for compliance with the laboratory Standard Operating Procedures (SOP) and data usability, using the checklist provided in the QAPP. Results of the in-house review indicate that data reported by Exygen have been generated in compliance with the laboratory SOP, with few exceptions as noted in the individual review summaries. All data reported by Exygen have been judged usable for the purposes of the project.
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Surface W a te r and Groundwater Monitoring Report
Washington Works Facility
3.0 WASHINGTON WORKS FACILITY
Figure 1.0 shows the location of the Washington Works facility. On October 18, 2002, six outfalls were sampled for C-8 (001, 002, 003, 005, 007, and 105). All of these outfalls collect process water and stormwater runoff. Sampling of these outfalls is required by the Consent Order and WV NPDES permit No. WV0001279. The locations of these outfalls are shown in Figure 1.1.
Groundwater sampling was attempted at 12 monitoring wells on October 16, 2002, including the three new monitoring wells installed as part of the C-8 Plume Identification/Groundwater Assessment activities (AJ06-MW02, N04-MW03, and Y14MW02). Monitoring well N13-MW01 was not sampled during this sampling event because the well was dry. No other changes to routine sampling protocols or other observations were recorded in the field notes during this sampling event.
In addition, groundwater from six production wells was sampled on October 22 or 25, 2002. Sampling of these wells was done according to routine sampling protocols. A combined groundwater sample representative of all the wells in the DuPont-Lubeck Well Field, labeled West Wellfield 1, was also collected, and analyzed for C-8. Sampling this well field was not identified in the Groundwater Monitoring Plan for the Washington Works facility nor was it recommended by the GIST for C-8 sampling. However, it was being sampled quarterly and analyzed for C-8 as required by the permit. Sampling of this well field on a monthly basis began in December 2001 and continued through April 2002, and is now sampled quarterly. The locations of the monitoring and production wells sampled are shown on Figure 1.1. This figure also shows the position of the DuPontLubeck Well Field that was sampled.
Table 1.0 summarizes the well construction data and 4Q02 groundwater elevations measured for the monitoring wells. The surface elevations were incorrectly used to calculate the groundwater elevations for 2Q02 and 3Q02. In addition, for the C-8 plume delineation work, the spreadsheet of well construction information for all Local Landfill wells was updated. In this process, it was concluded that six of the measuring point elevations used in calculating groundwater elevations were incorrect. Therefore, all the groundwater elevations presented in Table 1.0 have been recalculated using corrected measuring point elevations. A row for measuring point elevation data was added, and the row for surface elevations was deleted in Table 1.0 for completeness of data presentation.
A groundwater elevation map for 4Q02 was not generated because of the limited data set. The groundwater elevation map for February 2002, usually included in the monitoring reports, is not included in this 4Q02. This map is undergoing revision based on the corrected groundwater elevations, the geological information gained during the installation of the new wells, and on observation made during the groundwater modeling effort. The revised groundwater elevation map for February 2002 will be provided in the C-8 Plume Identification/Groundwater Assessment Activities report that will be submitted to the GIST in early January 2003.
Tables 1.1A and 1.IB provide the C-8 analytical results for surface water and groundwater, respectively. For each sampling point listed in these tables, historical data
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Washington Works Facility
are summarized with the most recent results listed first. Figure 1.2 presents the C-8 concentration map for the wells and outfalls sampled during the 4Q02 sampling event. Laboratory analytical data reports and the Chain-of-Custody records are included in Appendix A and B, respectively. (Note that C-8 results from Outfall 005 on October 16 and 17, 2002 are included on one of the laboratory analytical data reports and on one of the Chain-of-Custody records. However, these samples were collected for the Ohio River water investigation and, therefore, were documented in the Ohio River Water Sampling Results report (DuPont, 2002e).
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Local Landfill
4.0 LOCAL LANDFILL
Figure 2.0 shows the location of the Local Landfill. Sampling of five outfalls is required by the Consent Order and the WV NPDES permit No. WV0076538. These five outfalls collect stormwater runoff. On October 31, 2002, Outfall 101 was sampled for C-8. Outfalls 004(Old), 004(New), and 005(Old)/SSl, and 005(New) were not sampled due to no-flow conditions. The locations of these five outfalls are shown in Figure 2.1.
Between October 8 and 15, 2002, nine monitoring wells, including the five new monitoring wells installed as part of the C-8 Plume Identification/Groundwater Assessment activities, were sampled following routine sampling protocols. Figure 2.1 shows the location of the monitoring wells sampled.
Table 2.0 summarizes the well construction and groundwater elevation data for the monitoring wells. The surface elevations were incorrectly used to calculate the groundwater elevations for 2Q02 and 3Q02. Therefore, all the groundwater elevations presented in Table 2 have been recalculated using corrected measuring point elevations. A row for measuring point elevation data was added, and the row for surface elevations was deleted in Table 2.0 for completeness of data presentation. Groundwater elevation maps for 2Q02 and 3Q02 have been reconstructed using the corrected data and are presented in Figures 2.2A and 2.2B, respectively. Figure 2.2C presents the groundwater elevation map for 4Q02. The groundwater elevation data from the five new monitoring wells are not included in this figure because site conceptual model refinement based on these new wells is ongoing.
Tables 2.1A and 2.IB present the C-8 analytical results for the 4Q02 surface water and groundwater samples, respectively. These tables include the historic data available for each location sampled. The data are presented with the most recent data first. Figure 2.3 provides the C-8 concentration map for the outfalls and monitoring wells for the 4Q02 sampling event. Laboratory analytical data reports and Chain-of-Custody records are provided in Appendices C and D, respectively.
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Letart Landfill
5.0 LETART LANDFILL
Figure 3.0 presents the Letart Landfill location map. Sampling of Outfalls 002 and 003 (both containing stormwater runoff) is required by the Consent Order and WV NPDES permit No. WV0076066. Sampling of the Cap Runoff and Rt. 33 stream surface water locations is not required by the Consent Order nor the WV NPDES permit. On October 31, 2002, sampling was conducted at Outfall 002, Cap Runoff, and the Rt. 33 stream. Sampling was attempted at Outfall 003 but no-flow conditions were observed. An additional surface water sampling location, Brinker's Run, was also sampled on October 14, 2002 as part of the 4Q02 event. The location of Outfall 002, Outfall 003, and the Cap Runoff samples are shown in Figure 3.1A. The locations of the Rt. 33 stream sample and the Brinker's Run are near the property boundary to the west and are shown in Figure 3.IB.
Sampling was attempted at eighteen monitoring wells at Letart Landfill between October 10 and 17, 2002, including the five new monitoring wells installed for the C-8 Plume Identification/Groundwater Assessment activities. Figure 3.1A shows the locations of the monitoring wells. Changes to routine sampling protocols were recorded in the field notes and are summarized below. Monitoring well LMW-12 went dry during low-flow purging and could not be sampled. Monitoring well LMW-10 could not be sampled due to instrumentation problems. Pump problems were encountered in this monitoring well during the 3Q02 sampling event and the pump had been replaced prior to the 4Q02 sampling event. However, even with the new pump, it was not possible to collect a sample, indicating that the problem is not the pump. A thorough evaluation of the instrumentation will be conducted prior to the next sampling event to ensure that sample collection will be possible. Monitoring well LMW-3, LMW-3A, and LMW-5A went dry very rapidly and did not recharge well after a week. Due to the very limited volume of water in these wells, C-8 samples were collected immediately after starting to pump the wells. Only one round of parameters were measured before the wells went dry.
Monitoring well construction and groundwater elevation data for the 18 monitoring wells are presented in Table 3.0. The surface elevations were incorrectly used to calculate the groundwater elevations for 2Q02 and 3Q02. In addition, for the C-8 plume delineation work, the spreadsheet of well construction information for all Letart Landfill wells was updated. In this process, it was concluded that the seven of the measuring point elevations used in calculating groundwater elevations were incorrect. Therefore, all the groundwater elevations presented in Table 3.0 have been recalculated using corrected measuring point elevations. A row for measuring point elevation data was added, and the row for surface elevations was deleted in Table 3.0 for completeness of data presentation. Groundwater elevation maps of the F-zone aquifer for 2Q02 and 3Q02 have been reconstructed using the corrected data and are presented in Figures 3.2A and 3.2B, respectively. Figure 3.2C presents the 4Q02 groundwater elevation map for the F-Zone aquifer. The groundwater elevation data from the new monitoring wells are not included in this figure because site conceptual model refinement based on these new wells is ongoing.
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Letart Landfill
The C-8 results for the 4Q02 surface water and groundwater samples are presented in Tables 3.1A and 3.IB, respectively. For each sampling point listed in these tables, historical data is summarized with the most recent results listed first. Figure 3.3A presents a C-8 concentration map for monitoring wells and outfalls for the 4Q02 event. Figure 3.3B provides a C-8 concentration contour map for the F-zone, the underlying significant aquifer. Appendices E and F present the laboratory analytical data reports and the Chain-of-Custody records, respectively.
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Dry Run Landfill
6.0 DRY RUN LANDFILL
Figure 4.0 shows the location of the Dry Run Landfill. On October 30, 2002, Outfall 001 was sampled. Outfalls 003 and 004 were not sampled due to no-flow conditions. (Outfall 002 is a required outfall sampling location as stated in WV NPDES permit No. WV0076244. However, it was a temporary relocation of Outfall 001 and no longer exists). Outfall 001 collects stormwater and leachate. Outfalls 003 and 004 collect stormwater only. In addition, there are five additional locations that are sampled quarterly for C-8 that are not required to be sampled by the Consent Order. These include Stream Samples #1 and #2, DR Leachate, Pond Underdrain, and Property Boundary. These five locations were sampled on October 30, 2002. The locations of the surface water sampling points are shown in Figure 4.1. The Property Boundary sample location is on the western property boundary and is not shown in this figure.
Between October 7 and 15, 2002, 15 monitoring wells were sampled, including the seven monitoring wells newly installed for the C-8 Plume Identification/Groundwater Assessment activities. No changes from routine sampling protocols were identified in the field notes. The locations of the monitoring wells can be found in Figure 4.1.
Table 4.0 summarizes the monitoring well construction and groundwater elevation data for the monitoring wells. The surface elevations were incorrectly used to calculate the groundwater elevations for 2Q02 and 3Q02. In addition, for the C-8 plume delineation work, the spreadsheet of well construction information for all Dry Run Landfill wells was updated. In this process, it was concluded that the all of the measuring point elevations used in calculating ground water elevations were incorrect. Therefore, all the groundwater elevations presented in Table 4 have been recalculated using corrected measuring point elevations. A row for measuring point elevation data was added, and the row for surface elevations was deleted in Table 4.0 for completeness of data presentation. Groundwater elevation maps of the site aquifer for 2Q02 and 3Q02 have been reconstructed using the corrected data and are presented in Figures 4.2A and 4.2B, respectively. Figure 4.2C presents the 4Q02 groundwater elevation map for the bedrock aquifer. The groundwater elevation data from the new monitoring wells are not included in this figure because site conceptual model refinement based on these new wells is ongoing.
Tables 4.1A and 4. IB present the C-8 analytical results for the 4Q02 surface water samples and groundwater samples, respectively. The data in these tables include historical data available for each location sampled. Figure 4.3 and 4.4 presents the C-8 concentration map for surface water and groundwater for the 4Q02 event. Laboratory analytical data reports and Chain-of-Custody records are provided in Appendices G and H, respectively.
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References
7.0 REFERENCES
DuPont. 2002a. One-Mile Radius Survey and C-8 Sampling Report and Ohio River Public Water Supply Sampling, DuPont Washington Works (December 2001February 2002) January 2002. DuPont Corporate Remediation Group and URS Diamond.
DuPont. 2002b. Two-Mile Radius Survey and C-8 Sampling, DuPont Washington Works Facility/Local Landfill, West Virginia (March-May 2002) August 2002. DuPont Corporate Remediation Group and URS Diamond.
DuPont. 2002c. Compilation o fHistorical C-8 Data, DuPont Washington Works Main Plant and Landfills January 2002. DuPont Corporate Remediation Group and URS Diamond.
DuPont. 2002d. Proposed Groundwater Monitoring Plan for Washington Works Facility Plant and Landfills January 2002. DuPont Corporate Remediation Group and URS Diamond.
DuPont. 2002e. Ohio River Water Sampling Results, Washington Works Facility and the Letart Landfill November 2002. DuPont Corporate Remediation Group and URS Diamond.
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TABLES
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Table 1.0 Monitoring Well Construction and Groundwater Elevation Data
DuPont Washington Works Facility Washington, WV
Monitoring Wells
New Well ID
Old Well ID Measuring Point Elevation (ft)
AE11-MW01 AJ06-MW02 AM07-PW01 AO08-PW01 AX13-PW01 D08-MW01 E13-MW01
TW-74
336
331
335
TW-M5
TW-76
628.94
635.55
634.26
632.91
630.69
600.67
625.47
K16-PW01 L4(354)
623.24
L04-PW01 GALLERY
589.75
Total Depth (ft)
72
128
96
95
90
74
Well Diameter
(inches)
2 2 18 18 18 4 2 18
Slot
Size (inches)
10 10
10
Screen Length (ft)
Elevation of Screen Interval (ft)
10
567.51 557.51
15
507.55 522.55
20 20 13
555.00 535.00
558.70 538.70
556.00 543.00
Groundwater Elevation (feet)
10
559.50 549.50
NA
January-02
567.02
**
562.73
561.29
*
February-02
566.02
*
*
*
562.69
561.12
*
March-02
564.77
*
*
*
562.09
560.07
*
April-02
565.93
*
*
*
562.51
560.59
*
May-02
566.54
*
*
*
562.71
560.76
*
August-02
567.61
*
*
*
564.55
562.23
*
October-02
568.52
569.55
*
*
*
564.24
561.23
*
*
* * * * * *
'Groundwater elevations not measured. "W e ll was dry.
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Table 1.0 Monitoring Well Construction and Groundwater Elevation Data
DuPont Washington Works Facility Washington, WV
New Well ID
Old Well ID Measuring Point Elevation (ft)
Total Depth (ft) Well Diameter (inches) Slot Size (inches)
Monitoring Wells N04-MW03 N13-MW01 P04-MW02 P08-MW01 Q04-MW02 R04-MW02 V05-PW01 Y14-MW01 Y14-MW02
Ron's MW-5 TW-83 Ron's MW-4 Ron's MW-1 TW-85 RANNEY TW-90
595.44 88.5 2 10
625.87 70 2
592.39 28 2 10
629.29 71 2
598.76 71 2
594.92 28 2 10
632.00 92 NA
642.25 90 2 10
643.12 131.59
2 10
Screen Length (ft)
Elevation of Screen Interval (ft)
15
520.44 505.44
5
560.00 555.00
10
572.60 562.60
5 10 10
567.00 557.00
566.00 556.00
575.20 565.20
Groundwater Elevation
1
542.00 541.00
10
549.93 539.93
15
520.12505.12
January-02 February-02 March-02 April-02 May-02 August-02 October-02
572.35
560.88
576.61
*
562.78
559.92
571.91
560.10
560.05
576.39
*
562.15
**
571.56
*
559.45
575.64
*
559.24
**
573.13
**
560.40
576.97
*
561,34
**
574.32
**
559.77
577.10
it 561.67
**
572.69
**
563.77
575.28
*
563.05
567.82
**
572.69
562.09
563.06
574.98
*
562.89
561.75
'Groundwater elevations not measured. "W e ll was dry.
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Table 1.1 A Summary of Analytical Results:
C-8 in Surface Water DuPont Washington Works Facility
Washington, WV
Sample OUTLET 001 OUTFALL 002
OUTLET 003
Date
10/18/02 9/24/02 8/27/02 7/23/02 6/25/02 5/20/02 4/16/02 3/19/02 2/5/02 1/17/02 12/20/01
10/18/02 9/24/02 8/27/02 8/27/02 (dup) 7/23/02 6/25/02 6/25/02 (dup) 5/20/02 4/16/02 3/19/02 2/5/02 1/17/02 12/20/01 11/26/Or 10/25/01 9/19/01 7/11/01 6/14/01 5/31/01 4/11/01 3/21/01 2/14/01
10/18/02 9/24/02 8/27/02 7/23/02 6/25/02 5/20/02 4/16/02 3/19/02 3/19/02 (dup) 2/5/02 1/17/02 1/17/02 (dup) 12/20/01
..................
C-8 (ug/l)
10.5 2.15 2.94 8.63 17.9 22.4 19.7 21.4 9.43 10.9 3.720
3.49 2.14 2.56 2.51 2.29 3.86 3.81 4.13 2.45 5.85 4.66 4.23 1.980 4.84 2.8 0.118 0.558 0.594 0.436 1.5 8.54 1.74
0.870 0.317 0.268 0.291 0.175 0.503 2.76 2.91 2.81 1.33 0.956 3.99 0.713
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Table 1.1A Summary of Analytical Results:
C-8 in Surface Water DuPont Washington Works Facility
Washington, WV
Sample OUTFALL 005
OUTLET 007 OUTLET 105
Date
10/18/02 9/24/02 9/24/02 (dup) 8/27/02 7/23/02 6/25/02 5/20/02 5/17/02 4/16/02 3/19/02 2/5/02 1/17/02 12/20/01 12/20/01 (dup) 11/26/01 10/25/01 9/19/01 8/30/01 7/11/01 6/14/01 5/31/01 4/11/01 3/21/01 2/14/01
10/18/02 10/18/02 (dup)
9/24/02 8/27/02 7/23/02 7/23/02 (dup) 6/25/02 5/20/02 4/16/02 3/19/02 2/5/02 2/5/02(dup) 1/17/02 12/20/01
10/18/02 9/24/02 8/27/02 7/23/02 6/25/02 5/20/02 5/20/02 (dup) 4/16/02 3/19/02 2/5/02 1/17/02 12/20/01
I
C-8 (ug/l)
12.1 4.64 5.02 12.4 19.2 17.9 98.6 65.7 3.8 9.26 141.0 137.0 31.40 35.20 915 65.7 2.86 2.16 120 7.4 1.43 4.31 199 153
0.251 0.209 NQ (<0.05) 0.207 0.597 0.544 0.284 0.490 0.567 0.483 0.320 0.339 0.871 1.99
54.6 3.69 6.73
34.7 3.86 6.27 5.16
15.9 13.2 14.6 7.53 9.78
Note: Analytical method changed as of November 2001 (see Section 2.0 for details).
12/04/02
2 of 2
Table 1.1A.doc
000022
Table 1.1B Summary of Analytical Results:
C-8 in Groundwater DuPont Washington Works Facility
Washington, WV
I Sample AE11-MW01
AJ06-MW02 AM07-PW01 j
AO08-PW01
AX13-PW01 D8-MW01
Date
10/16/02 9/04/02 5/23/02 4/29/02 3/26/02 2/22/02 1/28/02 2/2/99 11/10/98
10/16/02
10/22/02 8/26/02 5/17/02 4/16/02 3/21/02 2/14/02 1/22/02 11/20/00 8/16/00 5/12/99 2/3/99 11/18/98 6/19/98 6/2/97 4/2/96
10/22/02 8/26/02 5/17/02 4/16/02 3/21/02 2/14/02 1/22/02 11/20/00 11/20/00 (dup) 8/15/00 5/12/99 6/19/98 6/2/97 4/2/96
10/22/02 8/26/02 5/17/02 4/16/02 3/21/02 2/14/02
10/16/02 9/04/02 5/23/02 4/29/02 3/26/02 2/22/02 1/28/02
C-8 (ug/l)
1.74 1.92 1.25 1.22 2.82 1.45 1.2 0.69 L 0.41
0.133
0.269 0.335 0.247 0.159 0.171 0.129 0.131 0.24 0.071 J 0.578 0.082 B 1.9 L 0.4 0.79 0.48
0.415 0.420 0.499 0.497 0.568 0.439 0.355 0.4 0.26 0.167 0.307 1 0.55 0.52
0.721 0.834 0.911 1.42 1.22 1.03
0.126 0.117 0.551 0.424 0.262 1.27 0.582
J I I
12/04/02
1 of 3
000023
Table 1.1 B.doc
Table 1.1B Summary of Analytical Results:
C-8 in Groundwater DuPont Washington Works Facility
Washington, WV
Sample E13-MW01
' I
K16-PW01
L04-PW01 I I j
I
I
N04-MW01 N04-MW03 N13-MW01
P04-MW02
Date
10/16/02 9/04/02 5/23/02 4/29/02 3/28/02 2/22/02 1/28/02 5/12/99 2/2/99 11/11/98
10/22/02 8/26/02 5/17/02 4/16/02 3/21/02 2/14/02 1/22/02 11/20/00 2/9/99 11/18/98
10/25/02 8/13/02 5/21/02 4/18/02 3/21/02 2/7/02 1/15/02 7/11/01 4/11/01 11/20/00 2/7/99 11/18/98 11/18/98 (dup)
1/28/02
10/16/02
10/16/02 9/04/02 5/23/02 4/29/02 3/28/02 2/25/02 2/2/99 11/11/98
10/16/02 10/16/02 (dup)
9/04/02 5/23/02 4/29/02 3/26/02 2/25/02 1/28/02 1/25/01 2/6/99 11/12/98
C-8 (ug/l)
3.43 2.39 2.47 2.44 1.62 2.32 2.11 0.882 0.59 L 2
16.2
971
12.4 13.2 17.2 12.00 10.5 7.5 16.2 0.46 L
14.3 3.06
15.1 16.1 40.9 23.5 30.9 0.202 3.99 13.8 5.89 7.9 J 3.9 J
689
21.2
Dry-no sample Dry-no sample Dry-no sample Dry-no sample Dry-no sample
57.8 29.6L <0.1
46600 48300 34400 42400 36500 32300 26800 23600 12600 13600
8300
I |
12/04/02
2 of 3
000024
Table 1.1B.doc
Table 1.1 B Summary of Analytical Results:
C-8 in Groundwater DuPont Washington Works Facility
Washington, WV
Sample
Date
C-8 lug/l)
P08-MW01
10/16/02
120
9/04/02
Dry-no sample
5/23/02
Dry-no sample
4/29/02
Dry-no sample
3/28/02
Pump problems-no sample
2/25/02
20.7
2/4/99
43.4
11/13/98
36
Q04-MW02
10/16/02 9/04/02
7720 32.2
5/23/02
1480
4/29/02
1210
3/26/02 i 2/25/02
2070 1590
1/28/02
1480
2/4/99
994
11/13/98
660
R04-MW02
10/16/02
84100
9/04/02 5/23/02
66500 68100
4/29/02
56300
3/26/02
54400
2/25/02
43600
1/28/02 1/25/01
47500 13800
2/6/99
9420
11/12/98
1300
V05-PW01
10/25/02
51.2
8/13/02
34.8
5/21/02
35.8
4/18/02
37.6
3/21/02 2/7/02
40.9 25.10
1/15/02
29.0
7/11/01 4/11/01
11.4 5.48
11/20/00
13.7
2/7/99
12.4
2/7/99 (dup)
3.95
11/18/98
0.66 L
Y14-MW01
10/16/02 9/04/02
18.2 18.4
5/23/02 4/29/02
15.3 13.9
3/28/02
15.5
2/22/02
10.9
1/28/02
12.7
2/2/99
4.95 L
11/10/98
12
Y14-MW02
10/16/02
NQ (< 0.05)
West Well Field (1)
10/25/02
10.3
8/13/02
6.41
5/21/02
7.09
4/16/02
6.69
3/21/02 2/7/02
7.72 5.77
1/15/02
6.52
7/11/01
2.31
4/11/01
1.58
J = estimated value (below laboratory quantification limit) L = possible low bias result (relative to QA/QC)
B= compound detected in QC blank Note: Analytical method changed as of November 2001 (see Section 2.0 for details).
n r ir tr io r -
5V / u v U a .
12/04/02
3 of 3
Table 1.1B.doc
I t! ;i Ii
Table 2.0 Monitoring Well Construction and Groundwater Elevation Data
Local Landfill Washington, WV
Parameters
Measuring Point Elevation (feet)
LLMW-4 847.55
Total Depth (feet) Well Diameter (inches) Slot Size (inches)
155 4
0.02
Screen Length (feet) Screen Interval (feet)
20 717.20697.20
December-01 January-02 February-02 March-02 May-02 August-02 October-02
692.55 715.39 715.28 715.31 714.93 715.52 715.53
LLMW-6
796.27
90
4
0.020
20 723.20 703.20
719.69 720.41 719.76 722.00 721.52 719.77 719.56
Monitoring Wells LLMW-9 LLMW-10 LLMW-11A LLMW-11B LLMW-12B LLMW-13B LLMW-14B
788.54
805.04
663.83
80 87 42
442
0.020
0.020
0.01
20 728.54 708.54
20 738.94 718.94
20 641.83621.83
Groundwater Elevation (feet)
727.78 728.06 728.01 728.12 728.48 728.24 728.10
720.67 720.51 720.73 720.90 721.84 722.97 723.01
640.42
665.12
116
2
0.01
20 569.12549.12
764.28
750.80
672.04
95.5 140.5
57
222
0.01 0.01 0.010
20 688.78 668.78
15 625.30 610.30
15 630.04 615.04
563.60
681.93
648.29
627.74
12/4/2002
1 Of 1
C00026
Table 2.0.xls
Table 2.1A Summary of Analytical Results:
C-8 in Surface Water Local Landfill
Washington, WV
I Sample I OUTFALL 004 (New)
OUTFALL 004 (Old)
OUTFALL 005 (New) OUTFALL 005 (Old)/SS1
Date
10/31/02 9/30/02 8/26/02 7/1/02 6/13/02 5/21/02 4/29/02 3/26/02
10/31/02 9/30/02 8/26/02 7/1/02 6/13/02 5/21/02 4/29/02 3/26/02 2/20/02 1/24/02 12/13/01 9/27/2000 12/10/1999 6/3/1999 6/2/1998 5/29/1997 4/2/1996 2/16/1994
10/31/02 9/30/02 8/26/02 7/1/02 6/13/02 5/21/02 4/29/02 3/26/02
10/31/02 9/30/02 8/26/02 7/1/02 6/13/02 5/21/02 4/29/02 3/26/02 2/20/02 1/11/02 12/13/01 9/27/2000 12/10/1999 6/3/1999 6/2/1998 5/29/1997 4/2/1996 2/16/1994
C-S(ugfl)
No-flow conditions No-flow conditions No-flow conditions
11.2 9.29 No-flow conditions 14.5 14.6
No-flow conditions No-flow conditions No-flow conditions
11.6 10.0 No-flow conditions 15
1.54 10.9 11.4 No-flow conditions 4.73 7.1 3.06 12 13 13 11
No-flow conditions No-flow conditions No-flow conditions No-flow conditions No-flow conditions No-flow conditions
34.3 16.0
No-flow conditions No-flow conditions No-flow conditions
32.1 27.3 No-flow conditions 40.9 39.0 46.0 51.4 No-flow conditions 13.3 34 6.8 39 41 39 35
12/04/02
1 of 2
Table 2.1A.doc
000027
Table 2.1A Summary of Analytical Results:
C-8 in Surface Water Local Landfill
Washington, WV
Sample OUTLET 101
Date
10/31/02 9/30/02 8/26/02 7/1/02 6/13/02 5/21/02 4/29/02 3/25/02 2/20/02 1/23/02 12/13/01 9/14/2000 6/3/1999 6/2/1998
C-8 (ug/I) 78.6
115.0 70.3 63.0 38.0 40.0 48.2 36.4 63.10 81.4 82.40 12 15 54
Note: Analytical method changed as o f November 2001 (see Section 2.0 for details).
12/04/02
2 of 2
Table 2.1A.doc
000028
Table 2.1B Summary of Analytical Results:
C-8 in Groundwater Local Landfill
Washington, WV
J= estimated value (below laboratory quantitation limit) ND= Not Detected at or above the limit o f detection (LOD) NQ= Not Quantifiable. Detected at a concentration above the LOD and below the limit o f quantification (LOQ). Note: Analytical method changed as of November 2001 (see Section 2.0 for details).
12/04/02
1 of 1
Table2.1B.doc
000029
f si
i
Table 3.0 Monitoring Well Construction and Groundwater Elevation Data
Letart Landfill
Parameters
Measuring Point Elevation (feet)
Total Depth (feet) Well Diameter (inches) Slot Size (inches)
LMW-1
768.93 33 2
LMW-7
--------------------------- -- ' ' ' ' Monitoring Weils
LMW-8
LMW-3
LMW-3A
LMW-4
LMW-5A LMW-2A
770.24 35 4
777.06 38.5 4
676.47 30 2
674.79 60.1 4 0.010
651.58 28 2
647.22 28 4
0.010
780.87 180.8
4 0.010
Screen Length (feet)
Elevation of Screen Interval (feet)
5
738.53 733.53
December-01 January-02 February-02 March-02 May-02 August-02 October-02
752.62 752.82 752.65 752.10 750.27 751.98 751.02
10
745.24 735.24
749.73 752.25 751.87 751.56 751.16 751.49 751.75
955
748.06 739.06
650.10645.10
619.61 614.61
Groundwater Elevation (feet)
745.04 746.76 745.05 746.24 745.41 744.95 745.43
646.82 648.19 648.07 648.47 646.74 646.53 646.77
617.4 616.76 615.37 614.80 615.27 615.54 615.84
5
626.17621.17
628.08 642.79 639.99 643.30 643.08 636.02 632.47
10
627.23 621.23
619.22 618.76 618.10 617.61 617.50 617.36 617.23
30
628.53 598.53
NA 622.19 622.23 622.44 622.28 622.44 622.38
LMW-5B
646.22 72
4
0.01
20
594.39 574.39
596.31 596.64 596.34 596.86 596.66 596.25 596.86
12/4/2002
1 of 2
V00030
Table 3.0.xls
Parameters
Measuring Point Elevation (feet)
Total Depth (feet) Well Diameter (inches) Slot Size (inches)
Table 3.0 Monitoring Well Construction and Groundwater Elevation Data
Letart Landfill Letart, WV
- Monitoring Weils
LMW-6
LMW-9
LMW-10 LMW-11 LMW-12 LMW-13A LMW-13B LMW-14A
LMW-14B
755.99 183 4 0.010
777.85 225 4 0.010
734.37 189.85
4 0.010
776.21 161.5
4 0.010
742.62 105 4 0.01
766.25 150 4 0.01
765.86 190 4 0.01
742.62 156 4 0.01
767.10 200 4 0.01
Screen Length (feet)
Elevation of Screen Interval (feet)
30
606.22 576.22
December-01 January-02 February-02 March-02 May-02 August-02 October-02
NA 582.26 581.97 581.82 581.97 582.34 582.05
20
20
572.85552.85
562.52 542.52
NA 552.12 551.96 551.79 551.24 552.51 551.73
NA 543.37 543.36 543.39 543.39 543.26 543.35
25 20 20
637.84 612.84
637.62 617.62
616.25596.25
Groundwater Elevation (feet)
NA 619.58 620.70 620.99 621.28 621.52 621.10
635.47
621.07
20 575.86 555.86
582.86
20 586.62 566.62
602.75
20 567.70 547.10
569.31
!
12/4/2002
2 of 2 o o a i
Table 3.0.xls
Table 3.1A Summary of Analytical Results:
C-8 in Surface Water Letart Landfill Letart, WV
Sample 002(LEACHATE BASIN)
003
STORMWATER RUNOFF RT 33 STREAM
BRINKER RUN CAP RUNOFF
Date
10/31/02 9/27/02 8/30/02 7/30/02 6/28/02 5/30/02 4/30/02 3/28/02 2/19/02 1/25/02 12/14/01 11/27/2001 7/20/01 7/25/2000 4/3/2000 1/14/2000 10/21/1999
10/31/02 9/27/02 8/30/02 7/30/02 6/28/02 5/30/02 4/30/02 3/28/02 2/19/02 1/25/02 12/14/01
9/27/02
10/31/02 9/27/02 8/30/02 5/30/02 4/30/02 3/28/02 2/19/02 1/25/02 7/20/2001 7/31/2000 7/20/1999 7/23/1997 4/17/1996
10/14/02
10/31/02 8/30/02 6/28/02 5/30/02 4/30/02 3/28/02 2/19/02 1/25/02
I
C-8 (UB/1) 645 4.52 2050 1410
Not Analyzed* 1630
443 131 355 50.1 36.1 53.2 159 1350 1900 920 3240
No-Flow Conditions 0.170
No-Flow Conditions No-Flow Conditions
Not Analyzed* 0.282 0.0653 0.198
No-Flow Conditions 0.148 0.390
50.9
2.83 2.24 No-Flow Conditions 1.570 0.845 1.26 3.92 1.9 2.01 0.573 2.23 2 1.8
0.0612
102 No-Flow Conditions
Not Analyzed* 371 279
Not Sampled No-Flow Conditions
119
i
Note: Analytical method changed as o f November 2001 (see Section 2.0 for details).
* Samples were taken at the respective surface water locations. However, due to an error by the courier, the samples arrived at the lab warm and were not analyzed.
12/04/02
1 of 1
Table 3.1A.doc
000032
Table 3.1 B Summary of Analytical Results:
C-8 in Groundwater Letart Landfill, Letali, WV
Sample LMW-2A !
LMW-5B
F-Z one W ells
Date
10/14/02 8/27/02 5/24/02 3/29/02 2/24/02 1/26/02 12/11/01 7/19/2001 1/30/2001 10/5/2000 7/25/2000 4/3/2000 1/14/2000 10/21/1999 7/20/1999 5/28/1998 7/23/1997 4/17/1996 9/20/1994 3/15/1994 11/22/1991 3/22/1991
10/11/02 10/11/02 (dup)
8/27/02 8/27/02 (dup) *
5/21/02 5/21/02 (dup) *
3/27/02 3/27/02 (dup)
2/23/02 2/23/02(dup)
1/26/02 1/26/02 (dup)
12/11/01 7/20/2001 7/20/01 (dup) 1/31/2001 10/5/2000 10/5/00 (dup) 7/25/2000 4/3/2000 4/3/00 (dup) 1/14/2000 10/21/1999 10/21/99 (dup) 7/20/1999 7/23/1997 9/20/1994 3/15/1994 11/22/1991 3/22/1991
C-8 (ug/1)
931 676 922 717 714 740.0 830 242 423 248 275 306 453 370 350 990 460 460 270 260 63 50
2230 2280 1480 1340 1720 1630 1810 1850 1460 1490 1780 1890 1880 483 592 615 1190. J 780 900. J 1100 1020 1030 1750 1700 445 480 530 1200 380 340
12/04/02
1 of 4
Table3.1B.doc
0000o
Table 3.1 B Summary of Analytical Results:
C-8 in Groundwater Letart Landfill, Letart, WV
Sample LMW-6
LMW-9
LMW-10
LMW-11
LMW-12 LMW-13B LMW-14B
Sample LMW-3A
F -Z one W eils
Date 10/14/02 8/27/02 5/24/02 3/29/02 2/24/02 1/26/02 12/11/01 1/13/2000 5/28/1998 11/22/1991 3/22/1991 10/17/02 8/29/02 5/24/02 3/27/02 2/23/02 1/26/02 12/10/01 10/7/1992 10/17/02
8/29/02 5/21/02 3/27/02 2/23/02 1/26/02 12/13/01
10/14/02 8/27/02 5/21/02 3/29/02 2/24/02 1/26/02 12/11/01 10/10/02 10/10/02 10/10/02
D /E -Z one W ells
Date 10/11/02 8/26/02 5/24/02 3/27/02 2/23/02 1/26/02 12/11/01 7/19/1999 11/22/1991 3/22/1991
C-8 (ug/1)
15.1 10.5 20.7 14.8 14.9 18.1 15.8 9.4 30 24 25
0.907 0.479 0.715 0.631 0.617 0.875 0.845 0.2
Instrumentation problems-Not sampled
Pump problems-Not sampled 0.298 0.136 0.126 0.133 0.134
0.121 0.058 0.069 0.119 0.112 0.159 0.128
Dry-no sample
0.0956 105
C-8 (ue/1) 204
Dry-no sample 134 132 101 98.6 100 60.3 350 380
12/04/02
2 of 4
Table 3.1B.doc
000034
Table 3.1 B Summary of Analytical Results:
C-8 in Groundwater Letart Landfill, Letart, WV
f I Sample I LMW-4
LMW-5A
LMW-13A I LMW-14A
Sample LMW-3
Sample LMW-1
D /E -Z one W ells
Date 10/11/02 8/27/02 5/21/02 3/27/02 2/23/02 1/26/02 12/13/01 4/3/2000 1/14/2000 11/22/1991 3/28/1991
10/11/02 8/26/02 5/21/02 3/27/02 2/23/02 1/26/02 12/11/01 11/22/1991 3/22/1991
10/10/02
10/10/02
C -Z one W ells
Date
10/11/02 8/26/02 5/24/02 3/27/02 2/24/02 1/29/02 12/13/01 11/22/1991 3/22/1991
A -Z one W ells
Date
10/14/02 8/29/02 5/24/02 3/29/02 2/24/02 1/26/02 12/10/01 7/19/2001 1/31/2001 10/4/2000 7/24/2000 4/3/2000 1/13/2000 10/21/1999 7/20/1999 5/28/1998 7/23/1997 4/17/1996 11/22/1991 3/22/1991
C-8 (ug/1) 2840 1410 1690 2620 2250 3060 1580 272
172 830 690
112 Dry no sample
87.6 93.6 82.2 99.3 94.4
0.8 1.6
510 974
C-8 (ug/1) NQ (<0.05) Dry no sample 2270 1760 1920 1700 1520 1000 390
C-8 (ug/1) 25900 23000 30500 20600 18400 29400 24600 6100
9190 10600
8990 13600 17400 12600 6920 24000 5100 1700
68 60
12/04/02
3 of 4
Table 3.1B.doc
000035
Table 3.1 B Summary of Analytical Results:
C-8 in Groundwater Letart Landfill, Letart, WV
J = estimated value (below laboratory quantitation limit). Note: Analytical method changed as of November 2001 (see Section 2.0 for details). * Analytical duplicates' values were previously inadvertently omitted from the tables.
12/04/02
4 of 4
Table 3.1B.doc
000036
Table 4.0 Monitoring Well Construction and Groundwater Elevation Data
Dry Run Landfill Lubeck, WV
Param eters
M easuring Point Elevation (feet)
Total Depth (feet) W ell Diam eter (inches) S lo t Size (inches) Screen Length (feet) Screen Interval (feet)
D e cem b er-01 January-02 February-02 M arch -02 M ay-02 A u g u s t-02 O cto b er-02
Monitoring W ells DRMW -6A DRM W -12 DRMW -12A DRM W -12B DRMW-13 DRMW -13A DRM W -14
744.46 12.2
2
0.01
737.81 738.29 738.26 738.75 738.25 735.25 736.92
733.1 35
4
0.01
15 710.50695.50
724.40 725.25 725.40 725.74 725.99 723.65 723.54
732.41 17
732.85 15
722.68 35
444
0.01 0.01 0.01
5 718.30713.30
10 725.50 715.50
15 700.60 685.60
Groundwater Elevation (feet)
727.30 728.50 727.99 728.89 728.97 725.51 725.91
728.11 729.14 728.70 729.58 729.67 726.24 726.64
711.81 712.17 711.46 712.21 712.54 710.65 711.65
722.57 11
4
0.01
5 714.30709.30
714.35 716.97 714.16 716.68 716.70 713.62 713.97
938.08 260
10
NA
NA
NA
754.09 757.99 754.87 755.45 755.12 755.31 755.13
DRMW -15
734.28 45
2
0.01
20 705.87 685.87
716.10 716.50 716.33 717.02 716.88 715.82 716.02
Param eters M easuring Point Elevation (feet)
M onitoring W ells DRMW -16B DRM W -17B DRMW -18B DR M W -19BI DRM W -20B DRMW -21A DRM W -21B
789.97
850.27
924.15
880.27
867.07
705.55
705.60
Total Depth (feet) W ell Diam eter (inches) S lo t Size (inches) Screen Length (feet) Screen Interval (feet)
63
4
0.01
20 750.97 730.97
125 198 150
444
0.010
0.010
0.010
20 745.27 725.27
20 746.15726.15
20 750.27 730.27
G roundw ater Elevation (feet)
134
4
0.010
20 753.07 -
73.07
17
2
0.010
10 698.55 688.55
175
4
0.010
20 550.60 530.60
O cto b e r-0 2
730.48
733.90
755.75
749.22
751.23
700.93
610.94
12/4/2002
1 of 1
Table 4.0.xls
000037
Table 4.1A Summary of Analytical Results:
C-8 in Surface Water Dry Run Landfill Lubeck, WV
| Sample OUTLET 001
OUTLET 003 OUTLET 004 PROPERTY BOUNDARY
Date
10/30/02 9/30/02 8/30/02 7/31/02 7/1/02 6/28/02 5/28/02 4/24/02 3/25/02 2/25/02 1/28/02 12/12/01 10/3/2000 12/29/1999 5/19/1998 4/9/1996
10/30/02 9/30/02 8/30/02 7/1/02 6/28/02 5/28/02 4/29/02 3/26/02 2/25/02 1/28/02 12/12/01
10/30/02 9/30/02 8/30/02 7/1/02 6/28/02 5/28/02 4/27/02 3/26/02 2/25/02 1/28/02 12/12/01
10/30/02 8/30/02 5/28/02 4/24/02 3/25/02 2/25/02 1/28/02 12/12/01 10/3/2000 12/29/1999 7/14/1998 4/9/1996
..................... C-8 tug/ :
81.7 No-flow conditions No-flow conditions No-flow conditions No-flow conditions No-flow conditions
30.9 41 71.6 43.9 41.6 No-flow conditions 31.5 66 17 86
No-flow conditions No-flow conditions No-flow conditions
25.3 No-flow conditions No-flow conditions
20.1 6.77
No-flow conditions No-flow conditions No-flow conditions
No-flow conditions No-flow conditions No-flow conditions
0.70 No-flow conditions No-flow conditions No-flow conditions
158 No-flow conditions No-flow conditions No-flow conditions
3.80 No-flow conditions
9.41 6.69 22.8 3.81 11.1 3.99 10.3 39 0.88 I 9.9
l
12/04/02
1 of 2
Table 4.1A.doc
000038
Table 4.1A Summary of Analytical Results:
C-8 in Surface Water Dry Run Landfill Lubeck, WV
I Sample
Date
c-8 (ue/i)
STREAM SAMPLING POINT#1
10/30/02 8/30/02 5/28/02 4/24/02 3/25/02 2/25/02
1.63 No-flow conditions
1.63 0.932 1.06 0.850
1/28/02
0.893
12/12/01
1.19
10/3/2000 12/29/1999
0.758 0.54
5/19/1998
1
STREAM SAMPLING POINT#2
10/30/02
29.2
8/20/02 5/28/02 4/24/02 3/25/02 2/25/02 1/28/02 12/12/01
No-flow conditions 51.0 28.9 66.6 24.3 42.4 20.5
10/3/2000
27.6
12/29/1999
87
5/19/1998
4.6
DRLEACHATE
10/30/02
704
5/28/02 4/24/02 3/25/02 2/25/02
150 237 334 256
1/28/02
398
12/12/01
109
10/3/2000 12/29/1999
27.4 34
5/19/1998 7/22/1997
56 62
POND UNDERDRAIN
10/30/02 5/28/02
38.8 67.4
4/24/02
33.4
3/25/02 2/25/02 1/28/02 12/12/01
66.7 37.1 29.3 35.4
Note: Analytical method changed as of November 2001 (see Section 2.0 for details).
I
12/04/02
2 of 2
Table 4.1A.doc
000033
|
12/04/02
Sample DRMW-6A
DRMW-12
DRMW-12A
DRMW-12B
DRMW-13
Table 4.1 B Summary of Analytical Results:
C-8 in Groundwater Dry Run Landfill, Lubeck, WV
Date
10/9/02 8/28/02 5/22/02 3/30/02 2/20/02 1/27/02 12/12/01 7/20/2000 7/21/1999 5/26/1998 7/22/1997 4/10/1996
10/9/02 8/28/02 5/22/02 3/30/02 2/20/02 1/25/02 12/12/01 7/19/2000 7/21/1999 5/26/1998 7/22/1997 4/10/1996
10/9/02 8/28/02 5/22/02 3/30/02 2/20/02 1/25/02 12/12/01 7/19/2000 7/21/1999 5/26/1998 7/22/1997 4/10/1996
10/9/02 10/9/02 (dup)
8/28/02 5/22/02 3/30/02 3/30/02 (dup) 2/20/02 1/25/02 1/25/02 (dup) 12/12/01 7/20/2000 7/21/1999 6/16/1998
10/9/02 8/28/02 8/28/02 (dup) * 5/22/02 3/30/02 2/20/02 1/25/02 12/12/01 7/20/2000 7/21/1999 5/26/1998 7/22/1997
C-8 (ug/l)
1.13 0.785 1.24 0.843 0.822 0.824 1.04 0.212 0.096 0.27 0.36 0.19
0.109 0.0626 0.0817 0.0929 0.11 0.116 0.086 0.16 0.134 <0.10 <0.1 <0.1
0.181 0.0880 0.0832 0.0785 0.125 0.168 0.158 0.128 0.081 J <0.10 <0.1 <0.1
0.258 0.242 NQ NQ NQ NQ NQ 0.073 0.085 0.215 ND (0.029) 5.4 <0.1
20.9 13.1 14.6 16.9 12.6 11.5 16.5 9.86 9.8 3.6 9.2 7
I I
1 of 2
Table 4.1B.doc
000040
Table 4.1B Summary of Analytical Results:
C-8 in Groundwater Dry Run Landfill, Lubeck, WV
Sample DRMW-13A
DRMW-14
DRMW-15
DRMW-16B DRMW-17B DRMW-18B DRMW-19B DRMW-20B DRMW-21A DRMW-21B
Date
10/9/02 8/28/02 5/22/02 3/30/02 2/20/02 1/25/02 12/12/01 7/20/2000 7/21/1999 5/26/1998 7/22/1997 4/10/1996 4/10/1996 (dup)
10/15/02 8/28/02 5/22/02 3/30/02 2/20/02 1/27/02 12/12/01 7/20/2000 7/21/1999 6/16/1998 7/21/1997 4/10/1996 10/15/02 8/28/02 5/22/02 5/22/02 (dup) * 3/30/02 2/20/02 1/27/02 12/12/01 7/20/2000 7/21/1999
10/8/02 10/8/02
10/7/02 10/7/02
10/8/02 10/9/02 10/9/02
C-8 (ug/1) 6.66 5.14 2.31 4.0 3.73 5.97 6.4 9.9 0.070 J 8.7
15 8.2
11
NQ (0 .0 5 ) NQ NQ NQ NQ NQ NQ 0.115 2.5 0 .1 0 .1 0 .1
4.92 3.99 5.0 4.66 4.91 3.65 4.35 4.94 0.763 0.263 NQ (0 .0 5 ) 0.155
ND (0 .0 1 ) NQ (0 .0 5 )
NQ (0 .0 5 )
0.270 NQ (0 .0 5 )
ND = Not Detected at or above the limit of detection (LOD). The listed LOD is approximate and varies by instrument and over time.
NQ = Not Quantifiable. Detected at a concentration above the LOD and below the limit of quantification (LOQ).
J = estimated value (below laboratory quantitation limit). Note: Analytical method changed as o f November 2001 (see Section 2.0 for details). * Analytical duplicates' values were previously inadvertently omitted from the tables.
j
12/04/02
2 Of 2
Table 4.1B.doc
000041
FIGURES 00004:
LEGEND
D08-MW01 J17-PW01
OUTLET 0 0 5
MONITORING WELL PRODUCTION WELL OUTFALL SAMPLING POINT
OOOOH-H-
LEGEND
D08-MW01
J17-PW01
<*
OUTLET 0 05
54.6
1 0 .3
MONITORING WELL
PRODUCTION WELL
OUTFALL SAMPLING POINT CONCENTRATION OF C - 8 (u q /L ) IN SURFACE WATER CONCENTRATION OF C - 8 (u g /L ) IN GROUNDWATER
000045
FJW'X-
it). h-,J
SCALE
700 700'
DESIGNED
SJO
DRAWN
INfTlALS
DEL CHECKED
t TDt -.
APPROVED(DCStON)
ASH
APPROVHKCONaTWUCTION)
<mm
y
Corporate Remediation Group
An Alliance between DvPont and URS Diamond
Barley Mill Plaza, Building 27 Wilmington, Delaware 19805
C--8 IN SURFACE WATER AND GROUNDWATER - 4Q02
D u P o nt W ashington W orks Facility W ashington, W est Virginia
scali Aa show n
re 6 /2 4 /0 2
m um . 74238006
noue 1 .2
10*38'
poH800'
DCSKM CD
DRAW N DEL
CHECKED TD L
APPROVBXDBXM )
W nU LS
WS A
V *
Xpfpprate Remediation
A n Alliance between
Group
DuPont and URS Diamond
A P R R 0 V E D (C O M S T R U C I1 O N )
Barley Mill Plaza, Building 27 __________ Wilmington, Delaware 19805
LOCAL LANDFILL MONITORING WELL AND SURFACE WATER SAMPLE LOCATION MAP
Local Landfill W ashington, W est Virginia
me Am hew n
0*51
0*0 m mo, 7421B 014
mm 2 .1
- 1 0 '38
LEGEND
--------OVERBURDEN MONITORING WELL
A --------BEDROCK MONITORING WELL
( 7 2 7 . 9 2 ) --------MONITOR WELL WATER LEVEL ELEVATION ------------ --------APPROXIMATE BEDROCK GROUND WATER FLOW DIRECTION 7 2 0 ----------------------GROUND WATER CONTOUR WITH ELEVATION
000048 400
SCA L o
O O ta
800'
DESIGNED
INITIALS
DRAWN
Da CHECKED
TDL APPMM3D(DESIQN)
x-'
w p fto v n x c o N s m u c n o N )
Corporate Remediation Group
An Alliance between - i 4 * DuPont and URS Diamond
Barley Mill Plaza, Building 27 Wilmington, Delaware 19805
GROUNDWATER ELEVATION CONTOUR MAP - 2Q 02
Local Landfill W ashington, W est Virginia
DOE 1 1 /2 7 /0 2
CUD HLE NO, 74219017
nouns 2.2A
10*38'
'.j
!
1 3;i
LEGEND
5 --------OVERBURDEN MONITORING WELL
i Aj --------BEDROCK MONITORING WELL
( 7 2 7 . 9 2 ) --------MONITOR WELL WATER LEVEL ELEVATION
--------APPROXIMATE BEDROCK GROUND WATER FLOW DIRECTION
i 7 2 0 -- -------------- GROUND WATER CONTOUR WITH ELEVATION
000049
400
SCALE
04
LEGEND
4 --------OVERBURDEN MONITORING WELL A --------BEDROCK MONITORING WELL ( 7 2 7 . 9 2 ) --------MONITOR WELL WATER LEVEL ELEVATION ----------- -------- APPROXIMATE BEDROCK GROUND WATER FLOW DIRECTION 7 2 0 --------------------- GROUND WATER CONTOUR WITH ELEVATION
000050
400
SCAL 0
r
n
*
i4
i
000053
LEGEND:
LMW-8 A ZONE MONITOR WELL
^ LMW-3 LMW-4
^.LM W -2A
C ZONE MONITOR WELL D /E ZONE MONITOR WELL F ZONE MONITOR WELL
SURFACE WATER SAMPLE LOCATION
4
Corporate Remedtatkxi Group
An Alliance between DuPont and URS Diamond
Borley Mill Plaza, Building 27 Wilmington, Delaware 19805
i MONITORING WELL AND SURFACE j WATER LOCATION SAMPLE MAP
Letart Landifll Site Letart, West Virginia
" J, ih<-(| I" " " h/^ h
I""*.
74BM014
"""i l *
kP gjO Q Q C
S ROAD
Ri. 33 Stream
LEGEND: ^ SURFACE WATER SAMPLE LOCATION
SCALE
650 0
SOURCE: MAP TAKEN FROM THE USGS NEW HAVEN, WV 7
650*
Corporate Remediation Group
A n A llia n c e betw e en DuPont a n d UHS Diamond
Barley Mill Pla20, Building 27 Wilmington, Delaware 19805
RT. 3 3 STREAM AND BRINKER'S RUN SURFACE WATER SAMPUNG LOCATIONS
L e ta rt Landfill Site L etart, W est Virginia
jcjtr
As shown
cure
11/25/02
OCStCNCD CKCKCO
MWN
OEL
APWWCVtO
TDL
c a o n u wo. 7420A019
neuer
3 . IB
ipyjooO O
r
3SO O Q 0
r
[ i; i:
LEGEND;
A-LMW-2A F ZONE MONITOR WELL ^ 541.39 GROUNDWATER ELEVATION MEASUREMENT
GROUNDWATER CONTOUR UNE
GENERAUZED GROUNDWATER FLOW DIRECTION
< lt>
A
Corporate Rem edation Group
An Alliance between DuPont and URS Diamond
B o rle y Mill P laza. B u ild in g 27 W ilm ington, Delaware 19805
F ZONE GROUNDWATER ELEVATION CONTOUR MAP - 4Q02
Letart Landifll Site
Letart, West Virginia
MC
As them
K. DIMS
11/Z7/QI a n
wsm
OB.
CMSM74C2M00i015 "" *3.2c
b lsS O Q C X )
000058
1
& 2S000Q
000059
!1
f( /
'VMt X'-, /r / - 7 -,
- l.i r ii
k?BSOCQ0
\ LMW-10 , NOT SAMPLER
/
/ / /
./
r ._ y
I
Tf f
\I t J; \ \ \ \ \ \
\\\ 1
\ ;
\
\\ \
\ *
\
'
\\\\
/' ... \ \ \ . \ \
j \\w \
'
! /, '
i \\\
y //\ ^ / /\ \
1/ / ,' ;
) ' / 200
LEGEND:
-^-LMW-2A
^
F ZONE MONITOR WELL
C -8 CONCENTRATION (ug/L)
ESTIMATED LINE OF ISOCONCENTRATION (C -8 )
Corporate Rem erflatlon Group
An Alliance between DuPont and URS Diamond
Borley Mill Plozo. Building 27 W ilm ington, Oelowore 19805
Ml Ml
Letart Landifll Site
Letali, West Virginia
am m
mm
PU M l
OK M U M
74000012
" " S JB
G0Q060
Source: MAP TAKEN FROM THE LUBECK. WV USGS QUADRANGLE
1200
0
1200'
2400'
MMN0
K.0AVIS DRAWN
DEL CHttXtD
MTMS
APHW rtW DH) AppMUKcoNsmucnoM)
Corporate Rem ediation Group
An iance b tlu ie e n DuPont and URS D iam ond
Barley Mill Plaza, Building 27 ________ Wilmington, Delaware 19805
SITE LOCATION MAP
Dry Run Landfill Lubeck, West Virginia
nu Ae heen
m 1 1/1 /0 1
W H T B S -------- m um
74221006
4.0
LEGEND:
OVER BURDEN MONITOR WELL BEDROCK MONITOR WELL Q SURFACE WATER LOCATIONS
000061
SCALE
LEGEND:__________
+ OVER BURDEN MONITOR WELL A BEDROCK MONITOR WELL (7 3 8 .3 0 ) MONITOR WELL WATER LEVEL ELEVATION
750----------------GROUNDWATER CONTOUR WITH ELEVATION
-------------- APPROXIMATE DIRECTION OF GROUNDWATER FLOW
000062
SCALE 250 0
O O O O i Q 250'
5E5KTO--------------------
TDL DRAWN
DEL
CHECKED
K. DAVIS
A P P R 0 V E D (D C 9 G N )
-
A P P R O V E D (O O N S m u C T l0 N )
Corporate Rem ediation Group
An AUAanoo between DuPont and URS Diamond
Barley Mill Plaza, Building 27 Wllmlnaton. Delaware 19BO5
GROUNDWATER ELEVATION CONTOUR MAP - 2002
Dry Run Landfli Wood Couity, Wool VfrgHa
MA 1* - 2 9 0 '
Nf B /24/02
Id F it m.
I 7422B035
InouK 4 .2 A
if
LEGEND:
+ OVER BURDEN MONITOR WELL A BEDROCK MONITOR WELL (7 3 8 .3 0 ) MONITOR WELL WATER LEVEL ELEVATION
750 ----------------GROUNDWATER CONTOUR WITH ELEVATION
-------------- APPROXIMATE DIRECTION OF GROUNDWATER FLOW
000063
SCAL
250 0
000063 a
250'
SOSOS---------------- WlUli
TDL DRAWN
DEL
CHECKED
! -b
K. DAVIS APPROVEZKOCSIGN)
c flB )
A
Corporate R em edatlon Group
An A U ia n e * between
uPont and UBS Diamond
A Pfm vED CcoN sniucnoN )
Barley Mill Plaza. Building 27 WTIminaton. Delaware 19805
GROUTOW ATER ELEVATION CONTOUR MAP - 3 0 0 2
Dry Run U n d fl Wood Couity, WMt VfrgHa
BMC mi
odmem. Inaunc
1* - 290*
1 2 /2 /0 2
74220036
4 .2 8
* LEGEND:__________
+ OVER BURDEN MONITOR WELL A BEDROCK MONITOR WELL (7 3 8 .3 0 ) MONITOR WELL WATER LEVEL ELEVATION
750----------------GROUNDWATER CONTOUR WITH ELEVATION
-- -------------- APPROXIMATE DIRECTION OF GROUNDWATER FLOW
000064
SCALE 250 0
OQOC&H'Cl 250'
BBaSHT----------------- i i n r
TOL DRAWN
DEL CHECKED
K. DAVIS APPR0VE2XDES0N)
uvnmnUooNsmicnon)
<JH S E >
A
Corporate Rem edkitkm Group
An AUiane* between
D uP ont and URS Diamond
Barley Mill Plaza, Building 27 Wllmlnaton. Delaware 19805
GROUNDWATER ELEVATION CONTOUR MAP - 4 0 0 2
Dry Run LamMI Wood Couity, Wort V t * * i
1* - 2 5 0 '
1 2 /2 /0 2
pu m Iroue
74229097
4.2C
\ I i I ! >i 1J >f I I ) * 1
E 1.378.800
LEGEND
SURFACE WATER SAMPLE LOCATION 20.5 CONCENTRATION C - 8 ( u g /l) JANUARY, 2 0 0 2
400
SCALE
0
snap
A
C o rp o ra te R e m e d ta tio n
4 n A llia n c e b e tw e e n D u P o n t a n d U R S D ia m o n d
G roup
Bortey Mill Plozo, Building 27 Wilmington. Odowore 19805
C - 8 IN S U R FA C E WATER FORTH QUARTER 2 0 0 2
Dry Run Landfill
DuPont W ashington Works
Lbeck, West Virginia
toMX
|N M *
thorn 1
in w
1 0G.
ic e n t m .
1 7422*01
" l W 0 i 1' `tol 1-------
1" 4 . 3
1i i I \ i i i -i i i
APPENDICES 00006V
APPENDIX A LABORATORY ANALYTICAL DATA REPORTS
WASHINGTON WORKS FACILITY
000068
Proven Results.
Analytical Results Washington Works C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
W W K -Z-O utfall-001 W W K-Z-Outfall-002 W W K-Z-Outfall-003 W W K-Z-Outfall-005 (10/18/02) W W K-Z-Outfall-007 W W K-Z-Outfall-105 W W K-Z-Outfall-007-2 W W K -K -E Q B LK -1 W W K-Z-Outfall-005 (10/16/02) W W K-Z-Outfall-005 (10/17/02)
10500 3490 870
12100
251 54600
209 ND 141000 18000
Limit of D etection (LOD) fo r the procedure is appoxim ately 10 ng/L
Limit of Q uantitation (LO Q ) fo r the procedure is 50 ng/L
ND - Compound not detected
NQ - Com pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
007
000069
.3058 Research Drive kState College, PA 1 6 8 0 1 , USA
T : 814.272.1039 kF: 814.231.1580
exygen.com
.Precise Research. Proven Results.
Analytical Results Washington Works C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
W WK-G-QO4-MW02 W W K -G -R O 4-M W 02 W W K -G -P O 4-M W 02 W W K-G-PO4-MW02-2 W W K-G-P08-M W 01 W W K -G -D O 8-M W 01 W W K -G -E 13-M W 01 W W K-G -Y14-M W 01 W W K -G -A E 11-MW01 W W K-K-EQBLK-2
7720000 84100000 46600000 48300000
120000 126
3430 18200
1740 ND
Lim it of Detection (LOD) fo r the procedure is appoxim ately 10 ng/L
Limit of Q uantitation (LOQ) fo r the procedure is 50 ng/L
ND - Compound not detected
NQ - Com pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
000070
00
,3058 ResearchDrive ^StateCollege, PA16801, USA
T: 814.272.1039
F: 814.231.1580 exygen.com
Precise Research. Proven Results.
Analytical Results Washington Works C8 Sampling 10/02
DuPont Sample identification
APFO (ng/L)
W WK-G-AJO6-MW02 W W K -G -N O 4-M W 03 W W K -G -Y 14-M W 02 W W K -K -E Q B LK -3
133 21200
NQ ND
Limit of Detection (LOD) for the procedure is appoximately 10 ng/L
Limit of Q uantitation (LOQ) fo r the procedure is 50 ng/L
ND - Compound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
000071
,3S0t5a8teRCeosleleagrceh, PDAriv1e6801, USA
T: 8 1 4 .2 7 2 .1 0 3 9
TM
Proven Results.
RC H
Analytical Results Washington Works C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
W W K -G -W ell 331 W W K-G-W el! 336 W W K-G-W est Wellfield 4 W W K -G -A X 13-P W 01 W W K -K -FB LK -2
415 269 16200 721 ND
Lim it of Detection (LOD) fo r the procedure is appoxim ately 10 ng/L
Lim it of Q uantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Com pound detected at a level between the LOD and LOQ. Result Is not quantifiable.
ND<LOD<NQ<LOQ
Results are calculated according to the following criteria
Ifthesample andlaboratoryduplicateare greater than250 ng/L, andthe relative percent difference (RPD) islessthan20, theaveragevalue isreported. If the RPDisgreater than20, the higher value isreported.
Ifthe sample andlaboratoryduplicateare lesstha250 ng/L, andthe absolute differenceislessthan 50, theaveragevalue isreported. Ifthe absolute difference isgreater than50, the higher value is reported.
0 007
000072
,3058 ResearchDrive ..StateCollege, PA16801, USA
--.T: 814.272.1039 SL,F: 814.231.1580
pexvyagpenn.cmomm
Proven Resulte.
Analytical Results Washington Works C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
W W K-G-Gallery W W K-G -R anney W W K-G-W est Wellfieid 1 W W K-K-FBLK1
14300 51200 10300
ND
Limit of Detection (LOD) for the procedure is appoxim ately 10 ng/L
Limit of Q uantitation (LOQ) for the procedure is 50 ng/L
ND - C om pound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
0.07
000073
3058 Research Drive State College, PA 16801, USA
|;>T: 8 1 4 .2 7 2 .1 0 3 9
ffeF: 814.231.1580
exvsen.com
APPENDIX B CHAIN-OF-CUSTODY RECORDS WASHINGTON WORKS FACILITY
000074
| CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
p C 11
Exygen Research Sample Receiving 3 1 1 7 Research Drive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
P a g e ______ o f _______
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
------q u o i n . . ' 1 '
/in />
J y /..
*LS S * A f
/ 1.''" - /**. *-y7^- ' /
y te ? r
Phone:
/ .leu. S9j / 9 s
Fax:
^
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SAMPLE ANALYSIS
ExyLIMS# Client Sample Identification
Collection Collection
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I I Add quality control summary F I Add calibration summary CD Add raw data
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving ` 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 - F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
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Exygen Research Sam ple Receiving * 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 ex yg en research.com
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RESEARCH
PROJECT INFORMATION Client (name & address):
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving 3117 Research D riv e State C ollege, PA 16801, USA T: 814.231.8032 F: 814.231.1580 * exygenresearch.com
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ANALYSES REQUESTED
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S V A P L iir A N A L Y S I S
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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Laboratory Report Options:
j | Sample results only I I Add case narrative d ] Add quality control summary I I Add calibration summary I I Add raw data Other
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3117 Research Drive State College, PA 16801, USA T: 814.231.8032 * F: 814.231.1580 *exygenresearch.com
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Exygen Research Sample Receiving * 3117 Research Drive * State College, PA 16801, USA T: 814.231.8032 * F: 814.231.1580 exygenresearch.com
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PROJECT INFORMATION
ANALYSES REQUESTED 1
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PROJECT REQUIREMENTS
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CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3 1 1 7 Research D rive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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ANALYSES REQUESTED
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SAMPLE ANALYSIS
ExyLIMS# Client Sample Identification
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Time
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Laboratory Report Options:
| | Sample results only I I Add case narrative I I Add quality control summary I I Add calibration summary Add raw data P I O ther_________________
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving * 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 ,2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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G ra b Com posite Number of C o n ta in e rs
SAMPLE ANALYSIS
E x y U M S # C lien t S am ple Id e n tific a tio n
V w Z~M
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Time
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I I Add raw data
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CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
RESEARCH
Exygen Research Sam ple Receiving 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F; 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
Page____ o f _______
PROJECT INFORMATION
Client (name & address):
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ANALYSES REQUESTED 1
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Date
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LAB USE ONLY
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PROJECT REQUIREMENTS
Results Deadline:
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Laboratory Report Options: Q Sample results only Q3 Add case narrative I I Add quality control summary f~~i Add calibration summary CD Add raw data IH Other
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving 3 1 1 7 Research D rive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 - exygenresearch.co m
Page____ o f _____
PROJECT INFORMATION
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>AMPLE ANALYSIS
ExyLIMS# Client Sample Identification
Collection Collection
Date
Time
L JlK Q l d
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Laboratory Report Options:
I | Sample results only
Q Add case narrative
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I I Add calibration summary
Add raw data
Other
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3117 Research Drive State College, PA 16801, USA T: 814.231.8032 * F: 814.231.1580 exygenresearch.com
Page
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PROJECT INFORMATION
ANALYSES REQUESTED I
Client (name & address):
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Laboratory Report Options:
0 Sample results only
1 1Add case narrative 0 Add quality control summary 1 i Add calibration summary 0 Add raw data 0 Other
J f# v I > I f l I
Il1
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
P a g e ______ o f _______
PROJECT INFORMATION
ANALYSES REQUESTED 1
J __________________1
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Project Name:
V s...
RO. # : l j . u y e t i ' tf.f,*,.
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Q u o ta tio n # :
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G ra b Com posite Number of C o n ta in e rs
S A M P L E A N A L Y S IS
ExyLIMS# Client Sample Identification l\.sU/.i'' <4 I/'/1/ -S*tHsa-L-
Collection Collection
Date
Time
l i i d 1
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A '; VA ?</ L 'I F /j T
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~T7------------------------------------------------
l i II,it INFORMATION
000089
Cooler ID # //c&azi /S' Receive/yby
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Cooler Temp. (C) /*/_
Date
Time
/7 A>//7/e ^
fo lt
I An use Oi-Jiv
V
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PROJECT REQUIREMENTS
Results Deadline: CM\ <0 -lTlx\/< T s
1-
a r4
Laboratory Report Options:
f~1 Sample results only
I I Add case narrative
I I Add quality control summary
0 Add calibration summary
0 Add raw data
Other
s
\
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3117 Research Drive * State College, PA 16801, USA T: 814.231.8032 * F: 814.231.1580 exygenresearch.com
Page____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
/ / /.. a } * ! /A-; S a..-', Phone: Fax:
"" JT r ,, - 0
?
Z / P S ,- V/ . / .' i i
/?;,>
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* \k -$ vvJaX l L CXT \ \ v \
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1. S s s& i-c t...
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F ' a. .. /, t., //: -
PO- $ - & S ' Y \ Ci ; Quotation #:
//V'
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A n \PLE ANALYSIS
ExyLIMS# Client Sample Identification
Collection Collection
Date
Time
fa'- ?
!
Q.
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aA
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Comments
b-fsrcu
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Date
Time
/i/tlfc x - /0 O
OTHER INFORMATION
000090
l-Ab USL O NiV
; l ( ;c 4 y u A /w ^ V V & . \ & A a io l A
PROJECT REQUIREMENTS
Results Deadline:
,
Laboratory Report Options:
| | Sample results only I I Add case narrative CD Add quality control summary F I Add calibration summary
f ~ 1 Add raw data
Other
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3117 Research Drive * State College, PA 16801, USA T: 814.231.8032 F: 814.231.1580 exygenresearch.com
Page____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
d in
/i A S'/r/L .J )
a.-, >' /
Phone:
//, ^
Fax: Sampler:
f\
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A) . f. A , A i . , . .
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RO. # : L
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c h | y | p t T /%
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ExyLIMS# Client Sample Identification
n siv i
^ /1 ,/d -
;a /
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m - < . 4 - e r X Jtyt
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A a . / A - c Z / X ;/ / /
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Date
Time
O
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.X ,.Jr,
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JJ iJ1 K..:'*,.*''
Comments
6 `i s c j < f ' ( A' V )i fi,
Y r o h/
/
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LAB HSL O iil.Y
000091
Cooler Temp. (C) & * ^
Date
Time
UY^XiX \\c s n Jljllwvt. /6 ?c`
J
PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
0 Sample results only 1 I Add case narrative 0 Add quality control summary 0 Add calibration summary
0 Add raw data 0 Other
v p > r *- *
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3117 Research Drive * State College, PA 16801, USA T: 814.231.8032 * F: 814.231.1580 * exygenresearch.com
Page____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED 1
Client (name & address):
Project Manager (Name & E-mail Address):
r f / . s --
/
/--/A
-.4
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/?/ fh A
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S j a m p l e r : ^ K ^ 3 x ) i S > \ Q u o t a t i o n #:
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xYV'j]
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Date
Time
-oOu
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Comments
>i{<>~Xo / ' i 'C fiv/ ; v 1 ;-) / i ft> 7 0
L- -t >i -Yrc/O C vy jy
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Date
\C i y is u t.
//J > / > < -
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La li n a -.'SMi V
OTHER INFORMATION *> /*'
*
---
------------------------- 000093
PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options: 0 Sample results only 1 I Add case narrative 0 Add quality control summary
0 Add calibration summary
1 I Add raw data
0 Other
APPENDIX C LABORATORY ANALYTICAL DATA REPORTS
LOCAL LANDFILL
000093
L en
4 RESEARCH
Precise Research. Proven Results.
Analytical Results Local Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
LC L-Z-O utlet 101
78600
Lim it of D etection (LOD) for the procedure is appoxim ately 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Com pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
0007
000094
I3058 Research Drive
kState College, PA 16801, USA
T: 814.272.1039
kF: 814.231.1580
exygen.com
j
RESEARCH
Precise Research. Proven Results.
Analytical Results Local Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
LC L-G -M W -4 LC L-G -M W -6 LC L-G -M W -9 LC L-G -M W -10 LC L-G -M W -6-2 LCL-K-EQBLK-2
79600 19900
56.9 395 17000 NQ
Lim it of Detection (LOD) for the procedure Is appoxim ately 10 ng/L
Lim it of Q uantitation (LOQ) fo r the procedure is 50 ng/L
ND - Compound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result Is not quantifiable.
ND<LOD<NQ<LOQ
Results are calculated according to the following criteria
If the sample and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sample and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
nj 007
000095
0 0 5 8 Research Drive | xState College, PA 16801, USA
I'.T: 814.272.1039 LF: 814.231.1580
exygen.com
Proven Results.
Analytical Results Local Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
LC L-G -M W -14B LCL-K-EQBLK-3
488 ND
Lim it of D etection (LOD) fo r the procedure is appoxim ately 10 ng/L
Lim it of Q uantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher vaiue is reported.
000:9
000097
College, PA16801, USA exygen.com
APPENDIX D CHAIN-OF-CUSTODY RECORDS
LOCAL LANDFILL
000098
tY
I
R C II
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
P a g e ______ o f _______
PROJECT INFORMATION
ANALYSES REQUESTED 1
G rab Com posite Num ber of C o n ta in e rs
/? / /
Client (name & address):
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Project Name:
RO. # :
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Quotation # :
Cf c -tre t V ,/...
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SAMPLE ANALYSIS
ExyLIMS# Client Sample Identification
} S G C -(
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Date
Time
mm
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Ll'L /?/+
Cooler Temp. ( C )^ 7
Date
Time
\(h 3 ite . / w
LAti USE ONLY
PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options:
0 Sample results only
0 Add case narrative PI Add quality control summary
0 Add calibration summary
0 Add raw data 0 Other
i
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
RESEARCH
Exygen Research S am ple Receiving 3117 Research D riv e S tate C ollege, PA 16801, USA T: 814.231.8032 F: 814.231.1580 exygenresearch.com
P a g e ______ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Project Manager (Name & E-mail Address):
Y flk *
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SAMPLE ANALYSIS
ExyLIMS# Client Sample Identification
L.33 m \
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Laboratory Report Options:
Q Sample results only [ [ ] Add case narrative I" ! Add quality control summary O Add calibration summary d Add raw data D Other______________ -
L 100
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3117 Research Drive c State College, PA 16801, USA T: 814.231.8032 * F: 814.231.1580 * exygenresearch.com
Page____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
J/h /> /J , AY
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\ A M P I F AWAITS! t
ExyLIMS# Client Sample Identification
L u > i - t L ( i & -/`i/- r//7
Collection Collection
Date
Time
E v .
O
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Ay.a> u / t f -jL , i \ /
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LAB iJSr ONLY
CHAIN OF CUSTODY
Relinquished by
Date
Time
.Ul ,c, ^irm?n^>y>v . vk zk 1\oD
K
Cooler ID # Received by
iOTHER INFORMATION.
LAB USL O N i.r
---------------------------------------------------------------9 & 0 1 0 1
j i Cooler Temp. (C) K f
Date
Time
f lo
PROJECT REQUIREMENTS Results Deadline:*I
Laboratory Report Options:
Sample results only I I Add case narrative I I Add quality control summary
CDAdd calibration summary EDAdd raw data EDOther
! S' '
!
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
PROJECT INFORMATION
Exygen Research Sample Receiving 3 1 1 7 Research D rive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
P a g e ______ o f _______
ANALYSES REQUESTED 1
Client (name & address):
S r /'' _iV ;./ "
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Project Name:
P.O. #:
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Quotation #:
/. Cf.-.
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> 'vj
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Date
Time
UVoi, 1iJ. YA
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Date
Time
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LAB USE ONL\
OTHER INFORMAI ION
------------------------- OQOlOg
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Cooler Temp. (C) (< (
Date
Time />J
PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
0 Sample results only 1 I Add case narrative I I Add quality control summary I I Add calibration summary l~~l Add raw data o th e r ____
}
PROJECT INFORMATION
Client (name & address): ./fa* -
i
1i\
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 ` exygenresearch.com
P a g e ______ o f _______
ANALYSES REQUESTED
Project Manager (Name & E-mail Address): / ' SO/'* Co =i,
1
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Project Name:
RO. $ . Q uotation#:
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G rab Com posite Number of C o n ta in e rs
SAMPLE ANALYSIS
ExyLIMS# Client Sample Identification L- L t'-jU' - fX-g
Collection Collection
Date
Time
k'hCl nn>
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000103
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fi?/l/j&Sl. Ibi
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PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
Sample results only f l Add case narrative i I Add quality control summary I i Add calibration summary P I Add raw data Other
}1
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3117 Research Drive * State College, PA 16801, USA T: 814.231.8032 >F: 814.231.1580 ` exygenresearch.com
Page____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Project Manager (Name & E-mail Address):
/ } h 6l. ` ` l Z ? /1* X -
C- / -
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P.O. # :
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Number of C ontainers
C om posite
---
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S A M P L E A N A L Y S IS
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^
Date
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PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options: I | Sample results only F I Add case narrative l~~l Add quality control summary [~1 Add calibration summary D Add raw data O ther_________________
I !
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3117 Research Drive State College, PA 16801, USA T: 814.231.8032 * F: 814.231.1580 exygenresearch.com
Page____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED I
Client (name & address):
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Project Manager (Name & E-mail Address):
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P.O. # : Quotation # :
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v* V
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Time
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OTHER INFORMATION f\ J Q ) \p :
000105
^ \ 'P i' -Wyrv/l il( j
Cooler ID # fjf JC a V
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/K ( ^ -- --
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Date
Time
LAB USE ONI V
-Vrw~. UooJL ? / V A ~T ______________________
PROJECT REQUIREMENTS
Results Deadline^
iV \ K^cl
ci
Laboratory Report Options:
I j Sample results only
0 Add case narrative
0 Add quality control summary
f~ l Add calibration summary
0 Add raw data
0 Other
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving - 3117 Research Drive State College, PA 16801, USA T: 814.231.8032 * F: 814.231.1580 * exygenresearch.com
Page____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Project Manager (Name & E-mail Address):
hh&i*! /Y '.i
/> . -s
^ / 'i / //
-1''//'(.* "A--,.. &- / fV
* ^ *ei Project Name:
c,-.- -=
Phone:
> /j r
Fax:
RO. # :
Sampler: l >HTTV\v h 5
TS
Quotation # :
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S..
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%AMPLE ANALYSIS
ExyLIMS# Client Sample Identification
C 3 777-6
- X - /}/< > ..{ L j - ?
Collection Collection
Date
Time
\&!ivh'f I ) b 'hi
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Vll 1ER INFORMATION
C i A C A)vOl-ive
000106
PROJECT REQUIREMENTS Results Deadline: ,, t
Laboratory Report Options:
Q Sample results only
0 Add case narrative
1 I Add quality control summary r~l Add calibration summary CH Add raw data Other
APPENDIX E LABORATORY ANALYTICAL DATA REPORTS
LETART LANDFILL
000107
TM
Proven Results.
RC H
Analytical Results LeTart Landfill C8 Testing 10/02
DuPont Sample Identification
APFO (ng/L)
LTL-Z-Outlet 002 LTL-W -Rt33 Stream Sample LTL-Z-Cap Runoff LTL-K-EQBLK-1
645000 2830
102000 ND
Limit o f Detection (LOD) for the procedure is appoxim ately 10 ng/L
Limit o f Q uantitation (LOQ) for the procedure is 50 ng/L
ND - Com pound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND<LOD<NQ<LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sa m p le and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
0007
to g
fe\3058 Research Drive l|S ta te College, PA 16801, USA
i\T : 814.272.1039 I f : 814.231.1580
exygen.com
RESEARCH
Analytical Results LeTart Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
LTL-G-LMW -9 LTL-K-EQBLK-5
907 ND
Lim it of Detection (LOD) for the procedure is appoxim ately 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
if the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
It the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
000109
,3058 Research Drive LState College, PA 16801, USA
F:e8xy1g4e.2n3.c1c.m1580
RES EA R
Precise Research.
Proven Results.
Analytical Results Letart Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
LTL-G -LM W -13A LTL-G -LM W -13B LT L-G -LM W -14A LTL-G -LM W -14B LTL-G -LM W -3 LTL-G -LM W -3A LTL-G -LM W -4 LTL-G -LM W -5A LTL-G -LM W -5B LT L-G -LM W -5B -2 LTL-K-EQBLK-2
510000 95.6
974000 105000
NQ 204000 2840000 112000 2230000 2280000
ND
Lim it of Detection (LOD) for the procedure is appoxim ately 10 ng/L
Lim it of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Com pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 hg/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
0007
O O O llO
>,3058 Research Drive Slate College, PA 16801, USA
exygen.com
RESEARCH
Precise Research. Proven Results.
Analytical R suits Letart Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
LTL-G -LM W -1 LT L-G -LM W -2A LTL-K-EQBLK-3 LTL-S-Brinker Run LTL-G -LM W -6 LTL-G -LM W -7 LTL-G -LM W -8 LTL-G-LMW -11
25900000 931000 ND 61.2 15100 300000
3480000 121
Limit of Detection (LOD) fo r the procedure is appoximately 10 ng/L
Lim it of Q uantitation (LOQ) fo r the procedure is 50 ng/L
ND - Compound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
.0007
O O O lll.
.3058 Research Drive State College, PA 16801, USA H.T: 814.272.1039 1 ; F : 814.231.1580
exygen.com
APPENDIX F CHAIN-OF-CUSTODY RECORDS
LETART LANDFILL
000112
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
Page____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Project Manager (Name & E-mail Address):
A O i l ' l l / X S-'L-'i'-i-L , - ^-`,30.1f
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C o o ler Tem p. (C) < 3 .7
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000113
PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
I | Sample results only I I Add case narrative I I Add quality control summary CD Add calibration summary Add raw data Other
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 - F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
P a g e ______ o f _______
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Project Manager (Name & E-mail Address):
A'h /i'S-i 'A
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I | Sample results only 0 Add case narrative 0 Add quality control summary
0 Add calibration summary 0 Add raw data
1 I Other
I
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1
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
RESEARCH
Exygen Research Sample Receiving * 3 1 1 7 Research D rive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.com
Page_____ o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Project Manager (Name & E-mail Address):
A V )r'V in dA>7>
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- ,b ~ y. .-. 7 . / if x iV
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SAMPLE ALssAI <r"1ip
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Date
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000115
Cooler ID # Received jiy
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Cooler Temp. (C) -1
Date toj i t h t-
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PROJECT REQUIREMENTS Results Deadline: _
C A e1i-'h cv l VsTtlbwl >ft>
Laboratory Report Options:
I | Sample results only [~| Add case narrative HU Add quality control summary I I Add calibration summary d j Add raw data Other
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving * 3 1 1 7 Research Drive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 .* exyg en research.com
P a g e ______ o f _______
PROJECT INFORMATION
Client (name & address):
Project Manager (Name & E-mail Address):
A t S t '.'t.- r--i -
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AMPLE ANALYSIS
ExyLIMS# Client Sample Identification
L 3 ? 777-1
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Collection Collection
Date
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ANALYSES REQUESTED
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________ 000116
A B USE ONLY
Y-l n h w . C T X i \ t f . x a H z .
PROJECT REQUIREMENTS
Results Deadline: ,, . .
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f~l Other ___
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RESEARCH
Exygen Research Sample Receiving 3 1 1 7 Research Drive State College, PA 1 6 8 0 1 , USA
T: 8 1 4 .2 3 1 .8 0 3 2 * f: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
P a g e ______ o f
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P.O. # : .< 22, - v r ^ Q u o ta tio n # :
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Laboratory Report Options:
0 Sample results only
1 I Add case narrative
I I Add quality control summary
0 Add calibration summary
1 I Add raw data
Other
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
Page____ o f_____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
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E x y L IM S # C lie n t Sam ple Id e n tific a tio n
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CDAdd raw data CDOther
RESEARCH
PROJECT INFORMATION Client (name & address):
5 .. /iJS > f
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
Page____ o f_____
ANALYSES REQUESTED
Project Manager (Name & E-mail Address):
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A M P I ANALYSIS
ExyUAAS# Client Sample Identification
c i--?/ - / nu-? /V t
Collection Collection
Date
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PROJECT REQUIREMENTS
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( Y ) - e l i u A 6 - W Ui
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f~ l Sample results only P I Add case narrative
[~1 Add quality control summary I i Add calibration summary I I Add raw data
Other
I I ) I I 1' '
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
P a g e ______ o f _______
PROJECT INFORAMTION
ANALYSES REQUESTED
Client (name & address):
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A A. Project Name:
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SAMPLE ANALYSIS
ExyLlMS# Client Sample Identification
L 3 S i - n ~ i / n - ci
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Collection Collection
Date
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Date
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a b K 4e> A.-f rrwiL, b>tf( A VlXj\ j y ^ u J o \ ^ ______________________
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Laboratory Report OjDtions:
Q Sample results only I | Add case narrative I I Add quality control summary I I Add calibration summary EJ Add raw data CD Other
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving * 3 1 1 7 Research Drive 1 State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
P a g e ______ o f _______
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Project Name:
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RO. # :
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Q uotation#:
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G rab C om posite Number of C ontainers
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Exygen Research Sample Receiving * 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
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Exygen Research Sam ple Receiving * 3 1 1 7 Research Drive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 " exygenresearch.co m
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Exygen Research Sample Receiving * 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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Exygen Research Sample Receiving * 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA f: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 ` exyg en research.com
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Exygen Research Sam ple Receiving ` 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3 1 1 7 Research D rive 4 State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 4 F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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PROJECT INFORMATION Client (name & address):
C h X iN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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PROJECT INFORMATION Client (name & address):
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
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SAMPLE AN LYi:
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L J/ 7 K -1 . T C - <
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Exygen Research Sam ple Receiving " 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
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PROJECT INFORMATION
ANALYSES REQUESTED 1
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000133
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| j Sample results only I I Add case narrative E H Add quality control summary I I Add calibration summary I i Add raw data Other
C ra b C om posite Number of C o n ta in e rs
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Exygen Research Sample Receiving 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
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ANALYSES REQUESTED
Client (name & address):
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Collection Collection
ExyLIMS# Client Sample Identification
Date
Time
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Date
Time
A VKCA,OvrrY\\71 ( Cdkr-x NlwlQ-k 1
t *! I H U IN O R M A i l O I J
000134
Cooler ID # ________ Received by
Cooler Temp. (C)
Date
Time
tA UKt' O i ls I
PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
0 Sample results only 1 I Add case narrative f~ l Add quality control summary 0 Add calibration summary 1 I Add raw data
0 Other
APPENDIX G LABORATORY ANALYTICAL DATA REPORTS
DRY RUN LANDFILL
000135
Analytical Results Dry Run Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
DRL-W -Stream Sampling Point #2 D R L-W -S tream Sam pling Point #1 DRL-Z-Property Boundary D R L-Z-DRLeachate Upper Pond Inlet DRL-Z-Pond Underdrain DRL-K-EQBLK-2 D R L-W -O utlet 001
29200 1630 3800
704000 38800 NQ 81700
Lim it of Detection (LOD) fo r the procedure is appoxim ately 10 ng/L
Lim it of Q uantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Com pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
0007
000136
3058 Research Drive
.State College, PA 16801, USA
L i : 814.272.1039
ILF:ex8y1g4e.2n3.c1o.m1580
Proven Results.
RC H
Analytical Results Dry Run Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
D R L-G -D R M W 21B D R L-G -D R M W 21A D R L-G -D R M W 6A D R L-G -D R M W 12 D R L-G -D R M W 12A D R L-G -D R M W 12B D R L-G -D R M W 13 D R L-G -D R M W 13A D R L-G _D R M W 12B -2 DRL-K-EQBLK-3
NQ 270 1130 109 181 258 20900 6660 242 ND
Lim it of Detection (LOD) for the procedure is appoxim ately 10 ng/L
Lim it of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - C om pound detected at a level between the LCD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
0007
000137
,3058 Research Drive |State College, PA 16801, USA
| T: 814.272.1039 & .F : 814.231.1580
TM
se Research. Proven Results.
RC H
Analytical Results Dry Run Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
D R L-G -D R M W 14 D R L-G -D R M W 15
NQ 4920
Limit o f Detection (LOD) fo r the procedure is appoxim ately 10 ng/L
Limit o f Q uantitation (LOQ) fo r the procedure is 50 ng/L
ND - Compound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
0009
000138
3058 Research Drive ^.State College, PA 16801, USA
T. 814.272.T039
F: 814.231.1580
exygen.com
Precise Research. Proven Results.
RCH
Analytical Results Dry Run Landfill C8 Sampling 10/02
DuPont Sample Identification
APFO (ng/L)
D R L-G -D R M W 16B D R L-G -D R M W 17B D R L-G -D R M W 18B D R L-G -D R M W 19B D R L-G -D R M W 20B DRL-K-EQBLK-4 DRL-K-EQBLK-5
NQ 155 ND NQ NQ NQ NQ
Limit of Detection (LOD) fo r the procedure is appoxim ately 10 ng/L
Limit o f Q uantitation (LOQ) for the procedure is 50 ng/L
ND - Com pound not detected
NQ - C om pound detected at a level between the LOD and LOQ. Result is not quantifiable.
ND < LOD < NQ < LOQ
Results are calculated according to the following criteria
If the sam ple and laboratory duplicate are greater than 250 ng/L, and the relative percent difference (RPD) is less tnan 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If the sam ple and laboratory duplicate are less tha 250 ng/L, and the absolute difference is less than 50, the average value is reported. If the absolute difference is greater than 50, the higher value is reported.
0Q7
000139
3058 Research Drive LSfcate College, PA 16801, USA
T : 814.272.1039
' f: 814.231.1580 exygen.com
APPENDIX H CHAIN-OF-CUSTODY RECORDS
DRY RUN LANDFILL
000140
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
RESEARCH
Exygen Research Sam ple Receiving * 3 1 1 7 Research Drive 4 State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.com
P a g e ______ o f _______
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
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Quotation #:
4 S - tjS ' /< o i y
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S ' x? . K .
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Date
Time
L j j r s t - i P / l - lAJ -
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PROJECT REQUIREMENTS Results Deadline:
000141
Laboratory Report Options:
I | Sample results only I I Add case narrative [H Add quality control summary I I Add calibration summary I I Add raw data 0 O t h e r ___________
I f '1 '
I CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
RCH
Exygen Research Sample Receiving 8 3 1 1 7 Research Drive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 8 exygenresearch.co m
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ANALYSES REQUESTED
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000142
PROJECT REQUIREMENTS
Results Deadline:
AA -y K-'Via?c! f;
<k rv f
Laboratory Report Options:
Q Sample results only
I j Add case narrative
CD Add quality control summary
I I Add calibration summary
I I Add raw data
CDOther
PROJECT INFORMATION
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving * 3 1 1 7 Research D rive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
P a g e ______ o f _______
ANALYSES REQUESTED
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Date
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LAB USE ONIY
^
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Date
Time
o->- / j. 9
000143
PROJECT REQUIREMENTS Results Deadline:
/W ^V tocN
Laboratory Report Options:
Q 3 Sam ple results only I I A dd case narrative I I Add- quality control sum m ary I 1A d d calibration sum m ary I I Add raw data O ther
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
RESEARCH
Exygen Research Sam ple Receiving * 3 1 1 7 Research D rive " State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
Page____ o f_____
PROJECT INFORMATION
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Client (name & address):
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LAU SUA . ( i~. U ,.sVL S t
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000144
PROJECT REQUIREMENTS Results Deadline:
HA stW . ^
Laboratory Report Options:
[~~1 Sample results only I I Add case narrative CH Add quality control summary I I Add calibration summary I I Add raw data Other
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CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3 1 1 7 Research D rive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
P a g e ______ o f _______
PROJECT INFORMATION
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G rab C om posite Number of C o n ta in e rs
SAMPLE ANALYSIS
Collection Collection
ExyLIMS# Client Sample Identification
Date
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Date
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/ H.-A
000145
PROJECT REQUIREMENTS
Results Deadline:
\/s\e fcwcA
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Laboratory Report Options:
I | Sample results only
F I Add case narrative
0 Add quality control summary
0 Add calibration summary 0 Add raw data 0 Other_________________
I II'
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving * 3 1 1 7 Research Drive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 ` exygenresearch.co m
P a g e ______ o f _______
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
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A i, e./ j / 0 Project Name:
c .j - , - .
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RO. # : _ - r i'e A /&.
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C AMPLE ANALYSIS
ExyLIMS# Client Sample Identification
L jim tL
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!.AB USE ONLY
000146
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0 Sample results only
1 I Add case narrative I I Add quality control summary 0 Add calibration summary
0 Add raw data 0 O ther_________________
t` W .
RESEARCH
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving * 3 1 1 7 Research D rive 4 State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.com
P a g e ______ o f _______
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Project Manager (Name & E-mail Address):
M u .-,
# / * % / ' 6i.J, ? ') /
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SAMPLE ANALYSIS
E x y U M S # C lien t S am ple Id e n tific a tio n
U ^ l )u^i cS hi'/b-'/ /?
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Date
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000147
PROJECT REQUIREMENTS Results Deadline:.
Laboratory Report Options:
| | Sample results only 0 Add case narrative 1 I Add quality control summary I I Add calibration summary
Cl Add raw data
I I Other
m\ 3-0';
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving 3 1 1 7 Research D rive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
P a g e ______ o f _______
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* *
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000148
PROJECT REQUIREMENTS
Results Deadline:
rv\ i>.Mngxl
-J
Laboratory Report Options:
l~ l Sample results only
I I Add case narrative
I I Add quality control summary
I I Add calibration summary
CD Add raw data
I I Other
1I
I
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3 1 1 7 Research D rive * State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 exygenresearch.co m
P a g e ______ o f
PROJECT INFORMATION
Client (name & address):
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Q u o ta tio n # :
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G rab C om posite Number of C ontainers
SAMPLE ANALYSIS
Collection Collection
ExyLIMS# Client Sample Identification
Date
Time
U iu ii
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C o oler ID # R eceived by
C t # tw & g
C o o le r T em p. (C) 0 , 6
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LAB
ONLY
000149
PROJECT REQUIREMENTS Results Deadline: . ,
Laboratory Report Options:
Q Sample results only F I Add case narrative I I Add quality control summary I I Add calibration summary I ! Add raw data HD Other____________
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sam ple Receiving 8 3 1 1 7 Research Drive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 F: 8 1 4 .2 3 1 .1 5 8 0 8 exygenresearch.co m
Page______ o f _______
000150
CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
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CHAIN O F CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving ` 3 1 1 7 Research Drive State College, PA 1 6 8 0 1 , USA T: 8 1 4 .2 3 1 .8 0 3 2 * F: 8 1 4 .2 3 1 .1 5 8 0 * exygenresearch.co m
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