Document 0gRDG5NqYmLy8xzjnjZLJB6Gm
AR2.A6 _ //>
OCT 2 5 202
THIRD QUARTER 2002 SURFACE WATER AND GROUNDWATER MONITORING REPORT FOR WASHINGTON WORKS FACILITY AND LOCAL, LETART AND DRY RUN LANDFILLS WASHINGTON, WV
Date: October 2002
Project No.: D6WW7423.01 18983635.20000
A
CORPORATE REMEDIATION GROUP An Alliance between
DuPont and URS Diamond
Barley Mill Plaza, Building 27 Wilmington, Delaware 19805
oo
CONTAIN NO CBI 000163
Surface water And Groundwater Monitoring Report
Table of Contents
TABLE OF CONTENTS
1.0 Introduction................................................................................................................... 1 2.0 C-8 Analytical Reporting............................................................................................. 2 3.0 Washington WorksFacility.......................................................................................... 3 4.0 Local Landfill................................................................................................................4 5.0 Letart Landfill...............................................................................................................5 6.0 Dry Run Landfill.......................................................................................................... 6 7.0 References..................................................................................................................... 7
Table 1.0
Table 1.1A 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. IB
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 Figure 1.3
Figure 2.0 Figure 2.1
Figure 2.2 Figure 2.3
Figure 3.0 Figure 3.1
Figure 3.2 Figure 3.3A
Figure 3.3B Figure 4.0 Figure 4.1
Figure 4.2 Figure 4.3 Figure 4.4
Groundwater Elevation Map February 2002 - Washington Works Facility
C-8 Concentration Map 3Q02 - Washington Works Facility Surface Water and Groundwater
Site Location Map - Local Landfill
Monitoring Well and Surface Water Sample Location Map - Local Landfill
Groundwater Elevation Map 3Q02 - Local Landfill
C-8 Concentration Map 3Q02 - Local Landfill Outfalls and Monitoring Wells
Site Location Map - Letart Landfill
Monitoring Well and Surface Water Sample Location Map - Letart Landfill
F-Zone Groundwater Elevation Map 3Q02 - Letart Landfill
C-8 Concentration Map 3Q02 - Letart Landfill Outfalls and Monitoring Wells
C-8 Concentration Map 3Q02 - Letart Landfill Zone F
Site Location Map - Dry Run
Monitoring Well and Surface Water Sample Location Map - Dry Run Landfill
Groundwater Elevation Map 3Q02 - Dry Run Landfill
C-8 Concentration Map 3Q02 - Dry Run Surface Water
C-8 Concentration in Groundwater 3002 - 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 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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Surface water And Groundwater Monitoring Report
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 National Pollutant Discharge Elimination System (NPDES) permit sampling requirements. In this portion of 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 for evaluation (DuPont, 2002d) and groundwater sampling on 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 (August 2002) C-8 surface water sampling and the 3rd Quarter 2002 (3Q02) C-8 groundwater sampling that was performed in August and September 2002. Surface water and groundwater results are presented for the Washington Works facility and the Local, Letart and Dry Run landfills.
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Surface water 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 CFLMHill 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.
CtLMHill 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.
Finally, 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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Surface water And Groundwater Monitoring Report
Washington Works Facility
3.0 WASHINGTON WORKS FACILITY
Figure 1.0 shows the location of the Washington Works facility. On August 27th, 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 was sampled from seven monitoring wells on September 4th, 2002. Monitoring well P08-MW01 and N13-MW01 were not sampled during this sampling event because the wells were 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 August 13th or 26th, 2002. Sampling for 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 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 commenced in December 2001 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 DuPont-Lubeck Well Field that was sampled. Table 1.0 summarizes the well screen data and 3Q02 groundwater elevations measured for the monitoring wells. (Note that Table 1.0 has been reorganized to better display the data. This new format will be used in future surface water and groundwater monitoring reports.). A groundwater elevation map for 3Q02 was not generated because of the limited data set. However, the groundwater elevation map generated from data collected in February 2002 is provided in Figure 1.2 for reference (DuPont, 2002c).
Tables 1.1A and 1.1B provide the C-8 analytical results for surface water and groundwater, respectively. For each sampling point listed in these tables, historical data is summarized with the most recent results listed first. Figure 1.3 presents the C-8 concentration map for the wells and outfalls sampled for 3Q02. Laboratory analytical data reports and the Chain-of-Custody records are included in Appendix A and B respectively.
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Surface water And Groundwater Monitoring Report
Local Landfill
4.0 LOCAL LANDFILL
Figure 2.0 shows the location of the Local Landfill. On August 26th, 2002, Outfall 101 was sampled for C-8. Outfalls 004(Old), 004(New), and 005(Old)/SSl 005(New) were not sampled due to no-flow conditions. Sampling of these five outfalls is required by the Consent Order and the WV NPDES permit No. WV0076538. These five outfalls collect stormwater runoff and process water. The locations of the outfalls are shown on Figure 2. 1.
On September 3rd, 2002 four monitoring wells (LLMW-4, -6, -9, and -10) were sampled for C-8. All wells 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. (Note that Table 2.0 has been reorganized to better display the data. This new format will be used in future surface water and groundwater monitoring reports.). Figure 2.2 presents the groundwater elevation map for September 2002.
Tables 2.1A and 2.IB present the C-8 analytical results for the 3Q02 surface water and groundwater samples, respectively. These tables include the historic data available for each location sampled. The data is presented with the most recent data first. Figure 2.3 provides the C-8 concentration map for the outfalls and monitoring wells for 3Q02. Laboratory analytical data reports and Chain-of-Custody records are provided in Appendices C and D, respectively. (Note that the sample for Outfall 101 was included on a Chain-of-Custody record with samples collected from Washington Works and therefore, the sample data was included with samples the from Washington Works laboratory analytical data report. As a result, the sample's chain-of-custody and data report is included in Appendices A and B.)
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Surface water And Groundwater Monitoring Report
Letart Landfill
5.0 LETART LANDFILL
Figure 3.0 presents the Letart Landfill location map. On August 30th, 2002, sampling was conducted at Outfall 002. Outfall 003, Cap Runoff, and the Rt. 33 stream were not sampled due to no-flow conditions. Sampling of Outfalls 002 and 003 (both containing stormwater runoff) is required by the Consent Order and WV NPDES permit No. WV0076066. The Cap Runoff and Rt. 33 stream surface water locations are not required sampling points. The locations of the outfall samples are shown on Figure 3.1. The location of the Rt. 33 stream sample is near the property boundary to the west and is not shown in this figure.
Nine monitoring wells at Letart Landfill were sampled on August 26ththrough 29th, 2002. Monitoring well construction and groundwater elevation data for the 13 monitoring wells are presented in Table 3.0. (Note that Table 3.0 has been reorganized to better display the data. This new format will be used in future surface water and groundwater monitoring reports.). Figure 3.1 shows the locations of the monitoring wells. Figure 3.2 presents the August 2002 groundwater elevation map for the F-Zone aquifer.
Changes to routine sampling protocols were recorded in the field notes and are summarized below. Monitoring wells LMW-3, LMW-3A, and LMW-5A went dry during low-flow purging and could not be sampled. Monitoring well LMW-10 could not be sampled because the bladder pump failed.
The C-8 results for the 3Q02 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 3Q02. 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 Chainof-Custody records, respectively.
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Surface water And Groundwater Monitoring Report
Dry Run Landfill
6.0 DRY RUN LANDFILL
Figure 4.0 shows the location of the Dry Run Landfill. On August 30th 2002, sampling for C-8 was attempted but Outfalls 001, 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. There are five additional non-required sampling locations that are sampled quarterly for C-8. These include Stream Samples #1 and #2, DR Leachate, Pond Underdrain, and Property Boundary. Sampling was attempted at Stream Samples #1 and #2, and Property Boundary, however samples were not collected due to no-flow conditions. The DR Leachate and Pond Underdrain locations were inadvertently not sampled. The locations of the surface water sampling points and monitoring wells are shown on Figure 4.1. The Property Boundary sample location is on the western property boundary and is not shown in this figure.
On August 28th, 2002 the eight monitoring wells were sampled. No changes from routine sampling protocols were identified in the field notes. The locations of the monitoring wells can be found on Figure 4.1.
Table 4.0 summarizes the monitoring well construction and groundwater elevation data for the monitoring wells. (Note that Table 4.0 has been reorganized to better display the data. This new format will be used in future surface water and groundwater monitoring reports.). Figure 4.2 presents the 3Q02 groundwater elevation map for the bedrock aquifer. Tables 4.1A and 4.IB present the C-8 analytical results for the 3Q02 surface water samples and groundwater samples, respectively. The data in these tables include historical data available for each location sampled. Figure 4.3 presents the C-8 concentration map for surface water for 3Q02 and Figure 4.4 presents the C-8 concentrations in bedrock groundwater for 3Q02. Laboratory analytical data reports and Chain-of-Custody records are provided in Appendices G and H, respectively.
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Surface water And Groundwater Monitoring Report
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 f Historical 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 Wopks Facility Plant and Landfills January 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
New Well ID
Old Well 10 Surface Elevation (feet)
Total Depth (feet) Well Diameter (Inches) Slot Size (Inches) Screen Length (feet) Screen Interval (feet)
December-02 January-02 February-02 March-02 May-02 August-02
.S
AE11-MW01 AM07-PW01 AO08-PW01 AX13-PW01
TW-74
336
331
335
629.51 72
634.26 98
63291 95
830.69 90
2 18 18 18
10
10 567.51 -
557.1
20 20 13 555.0 - 535.0 558.7 - 538.7 556.0-543.0
567.59
*
566.59
564.77
568.50
*
587.11
*
*
568.18
D08-MW01 TW-M5
Monitoring Wells
E13-MW01 K16-PW01 L04-PW01 N13-MW01 P04-MW02 P08-MW01 Q04-MW02 R04-MW02 V05-PW01 Y14-MW01
TW-76
L4(354) GALLERY Ron's MW-5 TW-83 Ron's MW-4 Ron's MW-1 TW-85 RANNEY TW-90 j
800.87
823.5 74
62324
589.75
825.87 70
590.6 28
630.82 71
598.78 71
593.2 28
4 2 18
222
22
10.000
10.000
10.000
562.73 562.89 562.09 562.51 562.71 564.55
10 NA
559.5 - 549 5
G roundw ater Elevation (feat)
559.32 55915 560 07 558 82 558.79 560.26
* * * e
* * * e
5
560.0-555.0
559.92
ee ee ee e*
10 572.6 5826
5 10 587.0-557.0 568.0 - 558.0
10 575.2 565.2
' V V
570.56 570.12 571.58 571.34 572.23 809.81
580.10
* * ee ee
560.88 560.05 559 45 560.40 559 77 563.77
574.89 57467 575.64 575.25 575.38 573.56
632 640 1 92 90
NA 2
10.000
1 542.0541.0
10 549.93 539.93
<
'
e 560 63
e 560.00
e 559.24
559 19
55952
560 90
`Groundwater elevations not measured. " WeKwas dry.
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Table 1.0 xls
Table 1.1 A Sum m ary of A nalytical Results:
C-8 In Surface W ater DuPont W ashington W orks Facility
W ashington, WV
Sample OUTLET 001 OUTFALL 002
OUTLET 003
Date
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
8/27/02 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 11/26/01* 10/25/01 9/19/01 7/11/01 6/14/01 5/31/01 4/11/01 3/21/01 2/14/01
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
0 8 (ug/1)
2.94 8.63 17.9 22.4 19.7 21.4 9.43 10.9 3.720
2.56 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
0.268 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.doc
Table 1.1 A Summary of Analytical Results:
C-8 in Surface Water DuPont Washington Works Facility
Washington, WV
Sample OUTFALL 005
OUTLET 007 OUTLET 105
Date
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
8/27/02 7/23/02 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
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
C-8 (ug/1)
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
0.207 0.597 0.284 0.490 0.567 0.483 0.320 0.339 0.871 1.99
6.73 34.7
3.86 6.27 15.9 13.2 14.6 7.53 9.78
Note: Analytical method changed as of November 2001 (see Section 2.0 for details).
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Table 1.1A.doc
Table 1.1 B Summary of Analytical Results:
C-8 In Groundwater DuPont Washington Works Facility
Washington, WV
Sample AE11-MW01 AM07-PW01
AO08-PW01
AX13-PW01 D08-MW01 E13-MW01
Data
9/04/02 5/23/02 4/29/02 3/26/02 2/22/02 1/28/02 2/2/99 11/10/98
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
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
8/26/02 5/17/02 4/16/02 3/21/02 2/14/02
9/04/02 5/23/02 4/29/02 3/26/02 2/22/02 1/28/02
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
C-8 (ug/l)
1.92 1.25 1.22 2.82 1.45 1.2 0.69 L 0.41
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
0.420 0.499 0.497 0.568 0.439 0.355 0.4 0.26 0.167 0.307 1 0.55 0.52
0.834 0.911 1.42 1.22 1.03
0.117 0.551 0.424 0.262 1.27 0.582
2.39 2.47 2.44 1.62 2.32 2.11 0.882 0.59 L 2
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Table 1.1 B.doc
oooiia
Table 1.1 B Summary of Analytical Results:
C-8 in Groundwater DuPont Washington Works Facility
Washington, WV
Sample K16-PW01
L04-PW01
N04-MW01 N13-MW01 P04-MW02
P08-MW01 Q04-MW02
Data
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
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
9/04/02 5/23/02 4/29/02 3/28/02 2/25/02 2/2/99 11/11/98
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
9/04/02 5/23/02 4/29/02 3/28/02 2/25/02 2/4/99 11/13/98
9/04/02 5/23/02 4/29/02 3/26/02 2/25/02 1/28/02 2/4/99 11/13/98
C-8(ug/>) 9.71 12.4
13.2 17.2 12.00 10.5 7.5 16.2 0.46 L
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
Dry-no sample Dry-no sample Dry-no sample Dry-no sample
57.8 29.6L <0.1
34400 42400 36500 32300 26800 23600 12600 13600
8300
Dry-no sample Dry-no sample Dry-no sample Pump problems-no sample
20.7 43.4 36
32.2 1480 1210 2070 1590 1480 994 660
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Table 1.1B.doc
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Table 1.1 B Summary of Analytical Results:
C-8 in Groundwater DuPont Washington Works Facility
Washington, WV
Sample
Date
C-8 (uq/1)
R04-MW02
9/04/02 5/23/02
66500 68100
4/29/02 3/26/02
56300 54400
2/25/02
43600
1/28/02
47500
1/25/01
13800
2/6/99 11/12/98
9420 1300
V05-PW01
8/13/02 5/21/02
34.8 35.8
4/18/02
37.6
3/21/02
40.9
2/7/02
25.10
1/15/02
29.0
7/11/01
11.4
4/11/01
5.48
11/20/00 2/7/99
13.7 12.4
2/7/99 (dup)
3.95
11/18/98
0.66 L
Y14-MW01
9/04/02 5/23/02
18.4 15.3
4/29/02
13.9
3/28/02 2/22/02
15.5 10.9
1/28/02
12.7
2/2/99 11/10/98
4.95 L 12
West Well Field (1)
8/13/02 5/21/02
6.41 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).
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Table 1.1B.doc
Table 2.0 Monitoring Well Construction and Groundwater Elevation Data
Local Landfill Washington, WV
Parameters Surface Elevation (feet)
Total Depth (feet) Well Diameter (inches) Slot Size (inches) Screen Length (feet) Screen Interval (feet)
December-02 January-02 February-02 March-02 May-02 August-02
Monitoring Wells
LLMW-4
LLMW-6
LLMW-9
LLMW-10
844.7 155
793.2 90
788.54 80
805.94 87
4444
0.02
0.020
0.020
0.020
20 20 20 20
717.2-697.2 723.2-703.2 728.54-708.54 738.94-718.94
Groundwater Elevation (feet) -
692.55 715.39 715.28 715.31 712.08 712.67
719.69 720.41 719.76 722.00 718.45 716.70
727.78 728.06 728.01 728.12 728.48 728.24
720.67 720.51 720.73 720.0 721.81 722.97
10/16/02
1 of 1
000121
Table 2-0.xls
Table 2.1 A Summary of Analytical Results:
C-8 in Surface Water Local Landfill
Washington, WV
Sample OUTFALL 004 (New) OUTFALL 004 (Old)
OUTFALL 005 (New) OUTFALL 005 (Old)/SS1
OUTLET 101
Date 8/26/02 7/1/02 6/13/02 5/21/02 4/29/02 3/26/02
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
8/26/02 7/1/02 6/13/02 5/21/02 4/29/02 3/26/02
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
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 ( u b / D
No-flow conditions 11.2 9.29
No-flow conditions 14.5 14.6
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
34.3 16.0
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
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 of November 2001 (see Section 2.0 for details).
10/16/02
1 of 1
Table 2.1A.doc
000122
Table 2.1 B Summary of Analytical Results:
C-8 in Groundwater Local Landfill
Washington, WV
Sample LLMW-4
LLMW-6
LLMW-9
LLMW-10
Date
9/03/02 5/20/02 3/28/02 2/25/02 1/27/02 12/13/01 5/16/2001 5/11/2000 5/19/1999 5/27/1998 4/11/1996
9/03/02 5/20/02 3/28/02 2/25/02 1/27/02 12/13/01 5/16/2001 5/10/2000 5/19/1999 5/27/1998 4/11/1996
9/03/02 5/20/02 3/28/02 2/25/02 1/27/02 12/13/01 5/16/2001 5/10/2000 5/20/1999 5/27/1998 4/11/1996
9/03/02 5/20/02 3/28/02 2/25/02 1/27/02 12/13/01 5/20/1999 5/28/1998
C-8 (ua/l)
63.5 55.7 47.2 50.2 58.4 54.60
1.4 10 16.2 26 39
13.7 18.6 11.5 10.1 12.2 11.90 3
1.42 1.32 9 15
NQ NQ NQ NQ NQ NO
0.039 J <0.029
0.046 J <0.1
0.14
0.357 0.56 0.698 1.12 0.162 0.133 0.15 0.22
J= estimated value (below laboratory quantitation limit) ND= Not Detected at or above the limit of detection (LOD) NQ= Not Quantifiable. Detected at a concentration above the LOD and below the limit of quantification
(LOQ). Note: Analytical method changed as of November 2001 (see Section 2.0 for details).
10/16/02
1 of 1
Table2.1B.doc
000123
Table 3.0 Monitoring Well Construction and Groundwater Elevation Data
Letart Landfill Letart, WV
M onitoring W ells
'i
(Parameters
LMW-1
LMW-7
LMW-8
LMW-3
LMW-3A
LMW-4
LMW-3A
LMW-2A
LMW-5B
LMW-6
LMW-9
LMW-10
LMW-11
Surface Elevation (feet)
766.53
77024
777.06
673.1
672.61
649.17
845.23
778.53
644.39
754.22
774.85
732.37
774 34
Total Depth (feet)
Well Diameter (Inches)
Slot Size (Inches)
Screen Length
(feet) (Screen Interval (feet)
I
IDecember-02 |January-02 February-02 |M arch-02 M ay-02 August-02
33
35 38.5 30 60.1 28
28 180.8 72
183
225
189.85
161.5
2 4 424 2 4 4 4 4 4 4 4
0.010
0.010
0.010
0.01
0.010
0.010
0.010
0.010
5 10 9 5 5 5 10 30 20 30 20 20 25
738.53-733.53 745.24-735.24 748.06-739.06 650.1-645.1 619.61-614.81 626.17-621.17 827 23-621.23 628.53-598.53 594.39-574.39 608.22-57622 572.85-55285 562 52-542.52 637.84-612.84
. V -s '
75275 752.95 75278 752 23 747.87 749.58
'
749.73 75225 751 87 751.56 751.18 751.49
745,04 746.76 745.05 74624 745.41 744.95
*
646.95 648 32 648.20 64860 643.37 843.16
61804 617.40 61801 61544 61309 61336
Groomferater Elevation (feel)
628.22 842.93 640 13 643.44 640.67 633.61
619.97 819.51 618.85 618 36 615.51 615.37
NA 62293 622.97 623.18 619.94 620 10
597.07 597.40 597.10 597 62 594.83
594.42
- f >:
NA 583.01 582.72 582.57 580.20 580.57
^
NA 552.12 551.96 551.79 548 24 549 51
NA 543.37 543.36 543.39 541.39 541 26
NA 61958 620 70 62099 61941
619.65
|
10/16/02
000124
1 of 1
Table 3 0 xls
Table 3.1 A Summary of Analytical Results:
C-8 in Surface Water Letart Landfill Letart, WV
Sample 002(LEACHATE BASIN)
003 RT 33 STREAM
CAP RUNOFF
Date
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
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
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
8/30/02 6/28/02 5/30/02 4/30/02 3/28/02 2/19/02 1/25/02
C-8 (ue/1)
2050 1410 Not Analyzed' 1630 443 131 355 50.1 36.1 53.2 159 1350 1900 920 3240
No-Flow Conditions No-Row Conditions
Not Analyzed* 0.282 0.0653 0.198
No-Row Conditions 0.148 0.390
No-Flow Conditions 1.570 0.845 1.26 3.92 1.9 2.01 0.573 2.23 2 1.8
No-Flow Conditions Not Analyzed* 371 279 Not Sampled
No-Flow Conditions 119
Note: Analytical method changed as of 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.
10/16/02
1 of 1
Table 3.1A.doc
000125
Sample LMW-2A
LMW-5B
LMW-6
Table 3.1 B Summary of Analytical Results:
C-8 in Groundwater
Letart Landfill, Letart, WV
F-Zone Wells
Date
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
8/27/02 5/21/02 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
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
1
C-8 iue/l>
676 922 717 714 740.0 830 242 423 248 275 306 453 370 350 990 460 460 270 260 63 50
1480 1720 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
10.5 20.7 14.8 14.9 18.1 15.8 9.4 30 24 25
10/16/02
1 of 3
Table 3.1 B.doc
000126
10/16/02
Sample LMW-9
LMW-10 LMW-11
Sample LMW-3A
LMW-4
LMW-5A
Sample LMW-3
Table 3.1 B Summary of Analytical Results:
C-8 in Groundwater
Letart Landfill, Letart, WV
F-Zone Wells
Date
8/29/02 5/24/02 3/27/02 2/23/02 1/26/02 12/10/01 10/7/1992
8/29/02 5/21/02 3/27/02 2/23/02 1/26/02 12/13/01
8/27/02 5/21/02 3/29/02 2/24/02 1/26/02 12/11/01
D/E-Zone Wells
Date
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
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
8/26/02 5/21/02 3/27/02 2/23/02 1/26/02 12/11/01 11/22/1991 3/22/1991
C-Zone Wells
Date
8/26/02 5/24/02 3/27/02 2/24/02 1/29/02 12/13/01 11/22/1991 3/22/1991
C-S (08/1) 0.479 0.715 0.631 0.617 0.875 0.845 0.2
Pump problems-Not sampled 0.298 0.136 0.126 0.133 0.134
0.058 0.069 0.119 0.112 0.159 0.128
C-8 (ug/I)
Dry no sample 134 132 101 98.6 100 60.3 350 380
1410 1690 2620 2250 3060 1580 272
172 830 690 Dry no sample
87.6 93.6 82.2 99.3 94.4
0.8 1.6
C-8 (ujs/l) Dry no sample
2270 1760 1920 1700 1520 1000
390
2 of 3
Table 3.1B.doc
000127
Table 3.1 B Summary of Analytical Results:
C-8 in Groundwater
Letart Landfill, Letart, WV
Sample LMW-1
LMW-7
LMW-8
A-Zone Wells
Date
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
8/27/02 5/24/02 3/29/02 2/24/02 1/26/02 12/10/01 7/20/2001 1/31/2001 10/4/2000 7/25/2000 4/3/2000 1/13/2000 10/20/1999 7/20/1999 5/28/1998 7/23/1997 4/17/1996 11/22/1991
8/29/02 5/24/02 3/29/02 2/23/02 1/26/02 12/10/01 7/19/2001 1/30/2001 10/4/2000 7/24/2000 4/3/2000
1/13/2000 10/20/1999 7/20/1999 5/28/1998 7/23/1997 4/17/1996 11/22/1991
C-8 (us/I) 23000 30500 20600 18400 29400 24600
6100 9190 10600 8990 13600 17400 12600 6920 24000 5100 1700
68 60
197 567 324 180 496 334 242 249 231 158 211 219 339
78.3 260
53 15
0.1
3100 4020 3520 2230 3930 3240 1120 2650 2300 2160 2180 2100 3260 1790 2700 2000 2200
280
J = estimated value (below laboratory quantitation limit). Note: Analytical method changed as of November 2001 (see Section 2.0 for details).
10/16/02
3 of 3
Table 3.1B.doc
000128
Table 4.0 M onitoring W eil C onstruction and G rou ndw ater E levation Data
Dry Run Landfill Lubeck, W V
M onitoring W eite
Param eters S urface Elevation (feet)
DRMW -14 936.14
DRMW -13 720.6
DRM W -13A 720.3
DRMW -12 730.5
DRM W -12A DRM W -12B DRM W -6A
730.3
730.5
744.93
DRM W -15 730.87
Total Depth (feet)
W ell D iam eter (in c h e s )
S lot Size (inches) Screen Length (fe e t) Screen Interval (fe e t)
260 35 11 35 17 15 10 4 4 4 4 4 NA 0.010 0.010 0.010 0.010 0.010 NA 15 5 15 5 10 NA 700.6- 685.6 714.3- 709.3 710.5- 695.5 718.3- 713.3 725. 5- 715.5
12.2
45
22
0.010
20
705.87- 685.87
Decem ber-02 January-02 F e b ru a ry -0 2 M arch-02 M ay-02 A u g u s t-0 2
754.09 757.99 754.87 755.45 753.18 753.37
712.08 712.44 711.73 715.24 710.46 708.57
G roundw ater Elevation (feet)
714.68 717.30 714.49 717.01 714.43 711.35
724.68 725.53 725.68 726.02 723.39 721.05
727.63 728.83 728.32 729.22 726.86 723.40
728.00 729.03 728.59 729.47 727.32 723.89
%
738.28 738.76 738.73 739.22 738.72 736.08
716.10 716.50 716.33 717.02 713.47 712.41
10/16/02
1 of 1
00012S
Table 4.0.xls
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
STREAM SAMPLING POINT#1
Date
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
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
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
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
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 5/19/1998
C-8 (u*/I>
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 25.3
No-flow conditions No-ftow conditions
20.1 6.77
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
No-flow conditions 9.41 6.69
22.8 3.81
11.1 3.99 10.3
39 0.88 9.9
No-flow conditions 1.63 0.932 1.06 0.850 0.893 1.19 0.758 0.54 1
10/16/02
1 of 2
Table 4.1A.doc
00013
Table 4.1 A Summary of Analytical Results:
C-8 in Surface Water Dry Run Landfill Lubeck, WV
Samle
Date
C-8 (ue/l)
STREAM SAMPLING POINT#2
8/20/02 5/28/02
No-flow conditions 51.0
4/24/02 3/25/02 2/25/02 1/28/02
28.9 66.6 24.3 42.4
12/12/01
20.5
10/3/2000 12/29/1999
27.6 87
5/19/1998
4.6
DRLEACHATE
5/28/02
150
4/24/02
237
3/25/02
334
2/25/02
256
1/28/02
398
12/12/01
109
10/3/2000
27.4
12/29/1999
34
5/19/1998
56
7/22/1997
62
POND UNDERDRAIN
5/28/02 4/24/02 3/25/02 2/25/02 1/28/02 12/12/01
67.4 33.4 66.7 37.1 29.3 35.4
Note: Analytical method changed as of November 2001 (see Section 2.0 for details).
10/16/02
2 of 2
0 0 0131
Table 4.1A.doc
10/16/02
Sample DRMW-12
DRMW-12A
DRMW-12B
DRMW-13 DRMW-13A
Table 4.1 B Summary of Analytical Results:
0 8 in Groundwater Dry Run Landfill, Lubeck, WV
Date
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
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
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
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
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)
I
C-8 (ug/1)
0.0626 0.0817 0.0929 0.11 0.116 0.086 0.16 0.134 <0.10 <0.1 <0.1
0.0880 0.0832 0.0785 0.125 0.168 0.158 0.128 0.081 J <0.10 <0.1 <0.1
NQ NO NQ NQ NQ
0.073 0.085 0.215 ND (0.029) 5.4 <0.1
13.1 16.9 12.6 11.5 16.5 9.86
9.8 3.6 9.2 7
5.14 2.31 4.0 3.73 5.97 6.4 9.9 0.070 J 8.7 15 8.2 11
1 of 2
000132
Table 4.1B.doc
Table 4.1 B Summary of Analytical Results:
C-8 in Groundwater Dry Run Landfill, Lubeck, WV
Sample DRMW-14
DRMW-15
DRMW-6A
Date
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
8/28/02 5/22/02 3/30/02 2/20/02 1/27/02 12/12/01 7/20/2000 7/21/1999
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
C-8 ( u b / 1 ) NQ NQ NQ NQ NQ NQ
0.115 2.5 <0.1 <0.1 <0.1
3.99 5.0 4.91 3.65 4.35 4.94 0.763 0.263
0.785 1.24 0.843 0.822 0.824 1.04 0.212 0.096 0.27 0.36 0.19
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 of November 2001 (see Section 2.0 for details).
10/16/02
2 of 2
000133
Table 4.1B.doc
000134
FIGURES
000135
378,500,
LEGEND
SURFACE WATER SAMPLE LOCATION 66 .6 CONCENTRATION C - 8 ( u g / l)
- 3 7
400
SCALE
0
V
Corporate Remediation Group
An Alliance between DuPont and URS Diamond
Borley Mill Plazo, Building 27 Wilmington, Oelowore 19805
C - 8 IN SURFACE WATER 3Q02
Dry Run Landfill
DuPont Washington Works
Lubeck, West Virginia
SOME Am whmwn
CMC 10/11/2002
K. DAMS CtCDSD
D.H. CMOUSH W 18
QU) P U NO. 7422A019
nauMc 4 .3
,37e,500
LEGEND
BEDROCK MONITOR WELL 0.55 CONCENTRATION C - 8 ( u g / l)
-- 5 ------ ESTIMATED LINE OF ISOCONCENTRATION ( C - 8 )
000133
400
SCALE 0
400'
Corporate Remediation Group
An Alliance between DuPont and URS Diamond
Barley Mill Plaza, Building 27 Wilmington, Delaware 19805
C - 8 IN GROUNDWATER BEDROCK WELLS - 3Q02
Dry Run Landfill
DuPont W ashington Works
Lubeck, West Virginia
9CMU Am ehom n
NC tO /M /2002
M 9HNP K. QMS
a ca so K. QMS
MM D-H. ENGLISH
w em
MUM, 7422AO20
noue
4.4
000139
APPENDICES
00014#
000141
APPENDIX A LABORATORY ANALYTICAL DATA REPORTS
WASHINGTON WORKS FACILITY
000142
Ew
g
en RESEARCH
Precise Research. Proven Results.
Analytical Results Washington W orks C8 Sampling 8/02
DuPont Sample Identification
APFO (ng/L)
W W K-Z-Outfall-001 WWK-Z-Outfall-002 WWK-Z-Outfall-003 WWK-Z-Outfall-005 WWK-Z-Outfall-007 WWK-Z-Outfall-105 WWK-Z-Outfall-002-2 WWK-Z-EQBLK-1
2940 2560
268 12400
207 6730 2510
NQ
Limit of Detection (LOD) for the procedure is appoximateiy 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Compound 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.
00G7
000143
.3058 Research Drive [State College, PA 16801, USA
|,T : 814.272.1039 SfeF: 814.231.1580
exygen.com
RESEARCH
Precise Research. Proven Results.
Analytical Results Washington Works Sampling 9/02
DuPont Sample Identification
APFO (ng/L)
W W K-G-AE11-MW01 W W K -G -D O 8-M W 01 W W K -G -E 13-M W 01 WW K-G-P04-MW 02 W W K -G -Q O 4-M W 02 W W K -G -R O 4-M W 02 W W K -G -Y14-M W 01 W W K -K -EQ B LK -2
1920 117
2390 34400000
32200 66500000
18400 ND
Limit of Detection (LOD) for the procedure is appoximately 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Compound detected at a level between the LO D 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 2 5 0 .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.
00 7
000144
1058 Research Drive State College, PA 16801, USA
T: 814.272.1039 F: 814.231.1580 exygen.com
RESEARCH
Precise Research. Proven Results.
Analytical Results Washington Works C8 Sampling 8/02
DuPont Sample Identification
APFO (ng/L)
W W K-G -W ell 331 WWK-G-Well 336 W W K-G -W est Wellfieid #4 W W K-G-AX13-PW 01 W W K -K -FB LK -2 LCL-Z-Outlet 101
420 335 9710 834 ND 70300
Limit of Detection (LOD) for the procedure is appoximately 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Compound 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.
0007
000145
,3058 Research Drive Ste College, PA 16801, USA T. 814.272.1039 F: 814.231.1580' exygen.com
TM
r ESEARCH
Precise Research. Proven Results.
Analytical Results Washington Works C8 Sampling 8/02
DuPont Sample Identification
APFO (ng/L)
W W K -G -G allery W W K -G -R anney W W K-G -W est Wellfield #1 WWK-K-FBLK1
3060 34800
6410 ND
Limit of Detection (LOD) for the procedure is appoximately 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Compound 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. lf 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.
0 007
000146
exygen.com
000147
APPENDIX B CHAIN-OF-CUSTODY RECORDS WASHINGTON WORKS FACILITY
000148
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
P age_____o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
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CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
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.AMI'LL ANALYSIS
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0 Add raw data
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Page r .? of
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Phone: Fax: Sampler:
?7 L as* . K k b Ml '-ht* .D A n r a 7 c 2- X9i- /(,9/T
- T 0 - W y 1C4>a^ ) , p u a
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PROJECT REQUIREMENTS Results Deadline:
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RESEARCH
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
P a g e _____ o f ______
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PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options:
|~1 Sam ple results only I I Add case narrative I I Add quality control summary
f~l Add calibration sum m ary
I I Add raw data
I I Othpr
PROJECT INFORMATION Client (name & address):
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
P a g e _____ o f ______
ANALYSES REQUESTED
Project Manage^ (Name & E-mail Address):
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SAMPLE ANALYSIS
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Date
Time o
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000153
PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
0 Sam ple results only 0 Add case narrative [~~l Add quality control sum m ary 0 Add calibration summary 0 Add raw data 1 1- -
000154
APPENDIX C LABORATORY ANALYTICAL DATA REPORTS
LOCAL LANDFILL
en
RESEARCH
L Precise Research. Proven Results.
Analytical Results Local Landfill C8 Sampling 9/02
DuPont Sample Identification
APFO (ng/L)
LCL-G-MW-4 LCL-G-MW-6 LCL-G-MW-9 LC L-G -M W -10 LCL-K-EQBLK-2
63500 13700
NQ 357 ND
Limit of Detection (LOD) for the procedure is appoximateiy 10 ng/L Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Compound 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.
0007
000156
L3058 Research Drive LState College, PA 16801, USA
LT: 814J272.1039 ELF: 814.231.1580
exygen.com
00015V
APPENDIX D CHAIN-OF-CUSTODY RECORDS
LOCAL LANDFILL
00915
RESEARCH
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
P a g e _____ o f ______
PROJECT INFORMATION____________________________________________________________________
Client (name & address):
/ I n A/A A P S e ra ite r -
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Z7 /,4 *r P / P i m l
tU o ^
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Phone:
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Project Name:
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RO. #:
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C o m p o site Number of Containers
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000159
PROJECT REQUIREMENTS
Results D eadline:
Laboratory Report O ptions: Q Sample results only I I Add case narrative Add quality control summary (Z l Add calibration summary I~1 Add raw data @ O th e r
0001
APPENDIX E LABORATORY ANALYTICAL DATA REPORTS
LETART LANDFILL
OOOi&l
Exyeen
% /O
research
Precise Research. Proven Results.
Analytical Results LeTart Landfill C8 Sampling 8/02
DuPont Sample Identification
APFO (ng/L)
LTL-Z-Outlet 002 LTL-K-EQBLK-1
2050000 ND
Limit of Detection (LOD) for th. procedure is appoximately 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Compound 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.
0007
0001&2
058 Research Drive State College, PA 16801, USA ;\T: 814.272.1039
F: 814.231.1580 exygen.corn
_ RESE
Precise Research. Proven Results.
RC H
Analytical Results LeTart Landfill C8 Sampling 8/02
DuPont Sample Identification
APFO (ng/L)
LTL-G -LM W -4 LTL-G -LM W -6 LTL-G -LM W -7 LTL-K-EQBLK-3 L T L -G -L M W -2 A LTL -G -L M W -11 L T L -G -L M W -5 B L T L -G -L M W -5 B -2
1410000 10500
197000 ND
676000 57.7
1480000 1340000
Limit of Detection (LOD) for the procedure is appoximateiy 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Compound detected at a leve! 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 R P D 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.
0007
000163
3058 Research Drive State College, PA 16801 J: 814.272.1039 F: 814.231.1580 exygen.com
en
E \ y g RESEARCH wL Precaise Research. Proven Results.
Analytical Results LeTart Landfill C8 Sampling 8/02
DuPont Sample Identification
APFO (ng/L)
LTL-K-EQBLK-2 LTL-G-LMW-1 LTL-G -LM W -8 L T L -G -L M W -9
ND 23000000
3100000 479
Limit of Detection (LOD) for the procedure is appoximately 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
NQ - Compound 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.
0007
000164
J & 3 0 5 8 Research Drive W State College, PA 16801, USA kT: 814.272.1039 ILF: 814.231.1580 exygen.com,
0001*5
APPENDIX F CHAIN-OF-CUSTODY RECORDS
LETART LANDFILL
0001 $
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
RESEARCH
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
Client (name &address):
AA
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P /<L A i t * !
Phone:
n ro 5 ~
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A % /A. RO. #: Cro - `(ShCo Quotation #:
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ANALYSES REQUESTED
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Date
Time
A ta'V vV .X k.yi: \
k* Te h, , Cj A O C i
A /// / . . ,.... . / / / 5-
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PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
0 Sample results only 0 Add case narrative 0 Add quality control summary 1 I Add calibration summary
0i--i A_dd raw data
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
P a g e _____ o f ______
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
P a g e _____ o f ______
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
ADAM- AA p / l
rftiv 2 1 /
A t f*+ H I
,D F JfffeS
Phone: Fax:
3CI-itmlfi
Sampler: 'T Y t-ta -u . * VL^aaA bU A
Project Manager (Name & E-mail Address):
tl*
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A r f t r U r f . A A e*i~ Project Name:
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RO. # :
At
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Q uotation#:
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>V<it
V
SAMPLE ANALYSIS
ExyLIMS# Client Sample Identification
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PROJECT INFORMATION
ANALYSES REQUESTED
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ExyLIMS# Client Sample Identification
Collection Collection
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CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
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AMPLI ANALYSIS
ExyllMS# Client Sample Identification
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Exygen Research Sample Receiving *3 1 1 7 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
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ExyU M S# Client Sample Identification
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Collection Collection
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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
Page_____o f _____
PROJECT INFORMATION
ANALYSES REQUESTED
Client (name & address):
Project M e ^ ager (Name & E-mail Address):
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SAMPLE ANALYSIS
ExyllMS# Client Sample Identification
Collection Collection Date i Time
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PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
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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
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APPENDIX G LABORATORY ANALYTICAL DATA REPORTS
DRY RUN LANDFILL
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RESEARCH
Precise Research. Proven Results.
Analytical Results Dry Run Landfill C8 Sampling 8/02
DuPont Sample Identification
APFO (ng/L)
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 14 D R L-G -D R M W 15 DRL-G-DRMW 13-2 DRL-K-EQBLK-3
785 62.6 88.0 NQ 13100 5140 NQ 3990 14600 ND
Limit of Detection (LOD) for the procedure is appoximately 10 ng/L
Limit of Quantitation (LOQ) for the procedure is 50 ng/L
ND - Compound not detected
N Q - Compound 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 (R P D ) is less than 20, the average value is reported. If the RPD is greater than 20, the higher value is reported.
If th e 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.
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APPENDIX H CHAIN-OF-CUSTODY RECORDS
DRY RUN LANDFILL
0^0179
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving * 3 1 1 7 Research Drive State College, 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):
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SAMPLE ANALYSIS
ExyLIMS# Client Sample Identification
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PROJECT REQUIREMENTS Results Deadline:
Laboratory Report Options:
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RESEARCH
CHAIN OF CUSTODY/ANALYSIS REQUEST FORM
Exygen Research Sample Receiving 3117 Research D rive State College, PA 16801, USA T: 814.231.8032 F: 814.231.1580 exygenresearch.com
Page_____ o f ______