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Interim Report #16-Analvsis of Woodbury Waste Site Water Samples
Study Title Exygen Protocol P0002561: Analysis of Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid
(PFPeA), Perfluorohexanoic Acid (PFHxA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfiuorononanoic Acid (PFNA), Perfluorodecanoic Acid (PFDA), Perfluoroundecanoic Acid
(PFUnA), Perfluorododecanoic Acid (PFDoA), Perfluorobutanesulfonate (PFBS), Perfluoroiiexanesulfonate (PFHS), and Perfiuorooctanesulfonate (PFOS) in Water, Soil, and
Sediment Using LC/MS/MS for the 3M Cottage Grove Monitoring Program Phase 2
Data Requirement EPA TSCA Good Laboratory Practice Standards 40 CFR Part 792
Study Director Jaisimha Kesari P.E., DEE
Weston Solutions, Inc. 1400 Weston Way
Westchester, PA 19380 Phone: 610-701-3761
Author Susan Wolf.
3M Environmental Laboratory
Interim Report Completion Date Date of signing
Performing Laboratory 3M Environmental Health and Safety Operations
Environmental Laboratory 3M Center, Bldg 260-05-N-17
Maplewood, MN 55144
Project Identification E06-0549
Total Number of Pages 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
This page has been reserved for specific country requirements.
Page 2 of 207
Exygen Protocol P0002561; Interim Report #16 3IV1 Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
GLP COMPLIANCE STATEMENT
Report Title: Interim Report #16 Analysis of Woodbury Waste Site Water Samples: Study Title: Analysis of Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Perfluorohexanoic Acid (PFHxA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfiuorononanoic Acid (PFNA), Perfluorodecanoic Acid (PFDA), Perfluoroundecanoic Acid (PFUnA), Perfluorododecanoic Acid (PFDoA), Perfluorobutanesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and Perfiuorooctanesulfonate (PFOS) in Water, Soil, and Sediment Using LC/MS/MS for the 3M Cottage Grove Monitoring Program Phase 2. Exygen Protocol P0002561.
This analytical phase was conducted in compliance with Toxic Substances Control Act (TSCA) Good Laboratory Practice (GLP) Standards, 40 CFR 792, with the exceptions listed below:
Exceptions to GLP compliance:
• The documentation of all extractions was performed using Excel and then printed out. For all extractions, the extraction prep sheet was printed out later than the extraction date.
^^S-O-. \^C^<JoJ^ i:2^-2.ilo'j Robert A. P^schke, Sponsor Representative Date
'0 A ^ i . JaisimhaKesari, P.E., DEE, Study Director ' ' Date
Page 3 of 207
Exygen Protocol P00002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
QUALITY ASSURANCE STATEMENT
Report Title: Interim Report #16 Analysis of Woodbury Waste Site Soil Samples: Study Title: Analysis of Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Perfluorohexanoic Acid (PFHxA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfiuorononanoic Acid (PFNA), Perfluorodecanoic Acid (PFDA), Perfluoroundecanoic Acid (PFUnA), Perfluorododecanoic Acid (PFDoA), Perfluorobutanesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and Perfiuorooctanesulfonate (PFOS) in Water, Soil, and Sediment Using LC/MS/MS for the 3M Cottage Grove Monitoring Program Phase 2. Exygen Protocol P0002561.
This analytical phase was audited by the 3M Environmental Laboratory Quality Assurance Unit (QAU), as indicated in the following table. The findings were reported to the principal investigator (P.I.), laboratory management and study director.
Inspection Dates
August 22, 2007
November 13-15, 2007
November 26-29, 2007
Phase
In-Phase
Data Audit
Date Reported to
P.I.
August 24, 2007
December 3, 2007
Testing Facility
Management
January 14, 2008
January 14,2008
Study Director
January 14,2008
January 14, 2008
u>4^^^ H/^-^^j<jy QAU Representative
f-JlJi-oY Date
Page 4 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
TABLE OF CONTENTS
GLP Compliance statement 3
Quality Assurance Statement 4
Table of Contents 5
List of Tables 6
1 Study Information 8
2 Summary 9
3 Introduction 9
4 Test & Control Substances 10
5 Reference Substances 10
6 Test System 12
7 Method Summary 12
7.1 Methods 12
7.2 Sample Collection 12
7.3 Sample Preparation 12
7.4 Analysis 12
8 Analytical Results 14
8.1 Calibration 14
8.2 Limit of Quantitation (LOQ) 15
8.3 Continuing Calibration 15
8.4 Blanks 15
8.5 Lab Control Spikes (LCSs) 16
8.6 Analytical Method Uncertainty 22
9 Data Summary and Discussion 22
10 Conclusion 103
Page 5 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
11 Data/Sample Retention 103
12 Attachments 103
13 Signatures 104
LIST OF TABLES
Table 1. Instrument Parameters 13
Table 2. Liquid Chromatography Conditions f 13
Table 3. Mass Transitions 14
Table 4. Limit of Quantitation (LOQ) 15
Tables. Laboratory Matrix Spike Recovery 17
Table 6. Analytical Method Uncertainty 22
Table 7. Sample Concentrations 23
Table 8. Field Matrix Spike Concentrations 32
Table 9. WBMN GWTripl 070808 38
Table 10. WBMNGWS01PC 39
Table 11. WBMN GW SOUS 41
Table 12. WBMNGWWR3 43
Table 13. WBMNGWS08JS 45
Table 14. WBMNGWS08PC 47
Table 15. WBMN GWTRIP2 070809 49
Table 16. WBMNGWS04PC 50
Table 17. WBMNGWS04SP 52
Table 18. WBMNGWS03JS 54
Table 19. WBMNGWS03PC 56
Table20. WBMNGWS07PC 58
Table21. WBMNGWS07JS 60
Table22. WBMNGWS07SP 62
Page 6 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table23. WBMNGWS06PC 64
Table24. WBMNGWS06JS 66
Table25. WBMNGWS05JS 68
Table 26. WBMN GW TRIPS 070809 70
Table 27. WBMN GWMWH 71
Table28. WBMNGWS05SP 73
Table29. WBMNGWS05PC 75
Table30. WBMNGWMWG 77
Table 31. WBMN GWTRIP4 070810 79
Table 32. WBMNGWS02JS 80
Table 33. WBMN GWS02PC 82
Table 34. WBMN GWS02DR 84
Table 35. WBMN GWS09JS 86
Table 36. WBMN GWMW4L 88
Table 37. WBMN GWTRIP5 070813 90
Table 38. WBMNGWB1 91
Table39. WBMNGWB2 93
Table40. WBMNGWB3 95
Table41. WBMNGWB4 97
Table 42. OKMNGWW203 99
Table43. WBMNGWMW2 101
Page 7 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
1 Study Information
Sponsor
3M Company
Sponsor Representative
Robert A. Paschke Manager, 3M Corporate Environmental Programs Bldg 42-02-E-27 St. Paul, MN 55144 Phone: (651) 778-5200
Study Director
Jaisimha Kesari, P.E., DEE Weston Solutions, Inc. Westchester, PA 19380 Phone:(610)701-3761 Fax:(610)701-7401 [email protected]
Study Location
Testing Facility
3M EHS Operations 3M Environmental Laboratory Building 260-5N-17 Maplewood, MN 55106
Study Personnel
William K. Reagen, Ph.D., Laboratory Manager Susan Wolf, Principal Investigator, ([email protected]): phone (651)-733-9851 Cliff Jacoby, Technical Review Vallabha Tantry; professional services support staff personnel Zhuojing Liu; professional services support staff personnel
Study Dates
Study Initiation: 20-October-2006 Interim Analytical Initiation: 10-August-2007 Interim Analytical Completion: 8-October 2007 Interim Report Completion: Date of Interim Report Signing
Location of Archives
All original raw data and the analytical report have been archived at the 3M Environmental Laboratory according to 40 CFR Part 792. The test substance and analytical reference standard reserve samples are archived at the 3M Environmental Laboratory according to 40 CFR Part 792
Page 8 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
2 Summary
The 3M Environmental Laboratory received one hundred forty-four samples including five sets of trip blanks fi'om the Woodbury, MN waste disposal site. One hundred twenty-two battles were received fi-om Weston personnel on August 10,2007 along with chain of custody (3M C.O.C. # 13570,13571, 13572,13573,13574,13575,13576,13577.13592,13594,13600, 13595,13596, and 13597), twenty-two bottles were received fl"om Weston personnel on August 15, 2007 along with chain of custody (3M C.O.C. #13593,13599, and 09687). Samples were prepared and analyzed for Perfluorobutanoate (PFBA), Perfluoropentanoate (PFPeA), Perfluorohexanoate (PFHA), Perfluoroheptanoate (PFHpA) Perfluorooctanoate (PFOA), Perfiuorononanoate (PFNA), Perfluorodecanoate (PFDA), Perfluoroundecanoate (PFUnA), Perfluorododecanoate (PFDoA), Perfluorobutane sulfonate (PFBS), Perfluorohexane sulfonate (PFHS) and Perfluorooctane sulfonate (PFOS) under 3M Environmental Laboratory project number E06-0549.
3 In t roduct ion
The objective of this study was to analyze collected water samples from the Woodbury waste site for the selected perfluorocarbon acid analytes in effort to aid identification of historical FC waste disposal locations at the site. This report also contains one sampling location fi-om Oakdale, MN.
The 3M Environmental Laboratory prepared sample containers (500 mL polyethylene bottles) which were picked up by Weston Solutions personnel prior to field sampling. Sample containers for each sampling location included a field sample, field sample duplicate, and a minimum of two field spike samples. Each empty container was marked with a "fill to here" line to produce a final sample volume of 450 mL. Containers designated for field matrix samples were fortified with an appropriate matrix spike solution containing the analytes of interest, prior to being sent to the field for sample collection. See section 8.7 of the report for field matrix spike levels.
Samples were prepared and analyzed according to that defined in 3M Environmental Laboratory method ETS-8-154.3, "Detemiination of Perfluorinated Acids, Alcohols, Amides, and Sulfonates in Water by Solid Phase Extraction and High Perfbnnance Liquid Chromatography/Mass Spectrometry".
Section 9 summarizes the sample results using the analytical method identified above. All results for quality control samples prepared and analyzed with the samples will be reported and discussed elsewhere in this report.
Page 9 of 207
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Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Reference Substance
Chemical Name
Chemical Formula
Identifier
Source
Expiration Date
Storage Conditions
Chemical Lot Number
TOR Number
Physical Description
Purity
PFOA
Perfluorooctanoate
CyFisCOQ-
/^monium Salt, CAS # 335-67-1
3M
02/27/2017
Frozen
332
TCR-123
White powder
95%
PFNA
Perfiuorononanoate
CsFirCOQ-
Add, CAS #375-95-1
Oakwood Products
10/28C007
Frozen
H7568
TCR-618
White crystals
98.02%
PFDA
Pertluorodecanoate
CgFigCOO'
Add, CAS #335-76-2
Oakwood Products, Inc.
10/28/2007
Frozen
R11K
TCR-036, SD036
White solid
98.01%
PFUnA
Perfluoroundecanoate
C10F21COO"
Add, CAS #4234-23-5
Oakwood Products, Inc.
10/29/2007
Frozen
U11N
TCR-619
Solid
96.4%
Reference Substance
Chemical Name
Chemical Formula
Identifier
Source
Expiration Date
Storage Conditions
Chemical Lot Number
TCR Number
Physical Description
Purity
PFDoA
Perfluorododecanoate
C11F23COO"
Add, CAS #307-55-1
OakwDod Products, Inc.
10/28/2007
Frozen
R24K
TCR-037
White solid
99.65%
PFBS
Perfluorobutanesulfonate
C4F9SO3"
Potassium Salt,
CAS #2942049-3
3M
01/18/2017
Frozen
Lot 2
TCR-359
White powder
97.3%
PFHS
Perfluorohexanesulfonate
C6F13SO3'
Potassium Salt,
CAS #3871-99^
3M
02/12/2017
Frozen
NB 120067-69
TCR-083
White powder
98.6%
PFOS
Perfluorooctane sulfonate
C8F17SO3'
Potassium Salt, CAS #2795-39-3
3M
08/31/2016
Frozen
217
TCR-696
White powder
86.4%
Page 11 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
6 Test System
The test system for this study is water samples fi-om Woodbury, MN waste site collected in August 2007 by Weston Solutions, Inc. personnel. The test system for one sample in this study is a water sample fi-om Oakdale, MN waste site collected in August 2007 by Weston Solutions, Inc. personnel. Samples for this study are "real worid" samples, not dosed with a specific lot of test substance.
7 Method Summary
7.1 Methods
All samples were prepared and analyzed by the procedure defined In method ETS-8-154.3 "Detemiination of Perfluorinated Acids, Alcohols, Amides, and Sulfonates in Water by Solid Phase Extractions and High Performance Liquid Chromatography/Mass Spectrometry".
7.2 Sample Col lect ion
Samples were collected in 500 mL Nalgene™ (high-density polyethylene) bottles prepared at the 3M Environmental Laboratory. Sample bottles were returned to the laboratory at ambient conditions on August 10 and August 15,2007. Samples were stored refiigerated at the laboratory after receipt. A set of laboratory prepared Trip Blank and Trip Blank field matrix spikes were sent with each set of collection bottles
7.3 Sample Preparat ion
All samples, calibration standards, and associated quality control samples were extracted using a modified procedure of ETS-8-154.2. Briefly, 40 mL of sample were loaded onto a pre-conditioned Waters CI 8 solid-phase extraction (SPE) cartridge (Sep-Pak, 1.0 g, 6 cc) using a vacuum manifold. The loaded SPE cartridges were then eluted with 5 mL of methanol. This extraction procedure concentrates the samples by a factor of eight. (Initial volume = 40 mL, final volume = 5 mL).
7.4 Analys is
All samples and quality control samples were analyzed for the target analytes listed previously using high performance liquid chromatography/tandem mass spectrometry (HPLC/MS/MS). Detailed instalment parameters, the liquid chromatography gradient program, and the specific mass transitions analyzed are described in the raw data hard copies placed in the final data packet, and are briefly described below.
Page 12 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 1. Instrument Parameters.
Instrument Name
Analysis Date(s)
Liquid Chromatograpli
Guard column
Analytical column
Injection Volume
Mass Spectrometer
Ion Source Electrode
Polarity Software
ETSStan
September 2-3,2007 September 8-9,2007
Agilent 1100
Betasil C18 (100 mm X 2.1 mm), 5 n
Betas!) CI 8 (100 mm X 2.1 mm), 5 n
100 uL
Applied Biosystems API 4000
Turbo Spray
Z-spray
Negative
Analyst 1.4.2
ETS OIlie
October 5-6,2007 October 8,2007
Agilent 1100
Betasil CI 8 (100 mm X 2.1 mm), 5 n
Betasil C18 (100 mm X 2.1 mm), 5 n
5nL
Applied Biosystems API 4000
Turtw Spray
Z-spray
Negative
Analyst 1.4.2
Table 2. Liquid Chromatography Conditions
step Number
0 1
2
3 4
5
Total Time (min)
0
2.0
14.5
15.5 16.5
20,0
Flow Rate (fJJmIn)
300
300
300
300
300
300
Percent A
(2 mM ammonium acetate)
90
90
10
10
90
90
PercentB
(MethanoO
10
10
90
90
10
10
Page 13 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 3. Mass Transitions.
Analyte
PFBA
PFPeA
PFHxA
PFHpA
PFOA
PFNA
PFDA
PFUnA
PFDoA
PFBS
PFHS
PFOS
Mass Transition
Q1/Q3
213/169
263/219
313/169
313/269
363/319
413/369
413/219
413/169
463/419
513/469
563/519
613/569
299/80
299/99
399/99
399/80
499/99
499/80
499/130
Note: Dwell times vary wittt mettiod and instniment and are recorded with tfie raw data for each run
8 Analytical Results
8.1 Calibration Calibration standards were prepared by spiking known amounts of stock solutions containing the analytes of interest into 40 mL of laboratory water. Each spiked water standard was then extracted in the same manner as the collected samples. A total of twelve spiked standards ranging fi-om 0.025 ng/mL to 25 ng/mL (nominal) were prepared. A quadratic, 1/x weighted, calibration curve was used to fit the data for each analyte. The data were not forced through zero during the fitting process. Calculating the standard concentration using the peak area counts and the resultant calibration curve confirmed accuracy of each curve point.
Each curve point was quantitated using the overall calibration curve and reviewed for accuracy. Method calibration accuracy requirements of 100±25% (100±30% for the lowest curve point) were met with the following exceptions:
• 9/2/07 analysis - The 0.1 ng/mL curve point for PFUnA had a recoveriy of 73.7% and was retained in the curve.
• 9/8/07 analysis - The 0.1 ng/mL curve point for PFNA had a recovery of 72.1 % and was retained in the curve.
• 10/08/07 analysis - The 0.5 ng/mL cun/e point for PFNA had a recovery of 128% and was reatined in the curve.
A minimum of nine curve points were used to establish the curve. Retaining points just outside of the acceptance criteria has a neglible effect on the sample results.
The con-elation coefficients (r) were greater than 0.995 for all analytes in each analysis.
Page 14 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
8.2 Limi t of Quant i tat ion (LOQ)
The LOQ for this analysis is the lowest non-zero calibration standard in the curve that meets linearity and accuracy requirements and for which the area counts are at least twice those of the appropriate blanks. The nominal LOQ for analytes by analysis date can be found in Table 4.
Table 4. Limit of Quantitation (LOQ)
Analyte
PFBA
PFPeA
PFHxA
PFHpA
PFOA
PFNA
PFDA
PFUnA
PFDoA
PFBS
PFHS
PFOS
Analysis Date 9/02/07
LOQ, ng/mL 0.0946
0.0356
0.0371
0.0300
0.0963
0.0397
0.0492
0.0493
0.101
0.0795
0.0413
0.0245
Analysis Date 9/08/07
LOQ, ng/mL 0.0946
0.0356
0.0232
0.0250
0.0241
0.0298
0.0246
0.0986
0.101
0.0795
0.0413
0.0245
Analysis Date 10/05/07
LOQ, ng/mL ------
0.0492
0.0986
0.101
---
Analysis Date 10/08/07
LOQ, ng/mL 0.0946
0.0356
0.0232
0.0250
0.0481
0.0298
0.0492
0.0986
0.101
0.0795
0.0413
0.0245
8.3 Cont inu ing Cal ibrat ion
During the course of each analytical sequence, continuing calibration verification samples (CCVs) were analyzed to confimri that the instrument response and the initial calibration curve were still in control. All CCVs met method criteria of 100% ± 25% with the following exceptions:
• 9/02/07 analysis - Several samples were re-analyzed on 10/05/07 due to CCVs not meeting method acceptance criteria for PFDA, PFUnA and PFDoA. In addition to these CCVs, one CCV for PFUnA, which bracketed reported sample results LCS-070821 and Trip Blank-1, had a recovery of 74.5%.
• 9/08/07 analysis - Twelve CCV were analyzed during the course of the mn. One CCV for PFHxA, which bracketed reported sample results WBMN GWB-4 MS and HS, LCS-070827 and diluted Trip Blank -1 and -2 HS samples, had a recovery of 70.8%. One CCV for PFHpA, which bracketed reported sample results LCS-070822, method blanks prepared on 08/22/07 and WBMN GW S06PC HS, and sample set WBMN GW S06JS, had a recvoery of 126%. One CCV for PFDoA which bracketed reported sample results LCS-070822, method blanks prepared on 08/22/07 and WBMN GWS06PC HS, and sample set WBMN GWS06JS had a recovery of 130%.
• 10/08/07 analysis - Two CCV were analyzed during the course of the mn. One CCV for PFHpA, which bracketed reported sample set WBMN GW MW2, had a recovery of 65.5%.
Samples bracketed by CCVs not meeting method acceptance criteria have been flagged.
8.4 Blanks
Two types of blanks were prepared and analyzed with the samples: method blanks and field/trip blanks. Each blank result is reviewed and used to evaluate method perfonnance to detemiine the LOQ for each analyte
Page 15 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
8.5 Lab Contro l Spikes (LCSs)
Low and mid-level lab control spikes were prepared and analyzed in triplicate with each preparation set. LCSs were prepared by spiking known amounts of the analytes into laboratory water to produce the desired concentration. The spiked water samples were then prepared and analyzed in the same manner as the samples. Analysis of triplicate LCSs at the two specified levels aoss-validates the analytical method as used here for any modifications/deviations fi-om method and ETS-8-154.3. In those instances where LOS did not meet method acceptance criteria, data have been flagged as such. All LCS were used in the detemiination of analytical uncertainty.
The following calculations were used to generate data in Table 5 for laboratory control spikes.
, .-, Calculated Concentration . , „ - . , LCS Percent Recovery = * 100%
Spike Concentration
LCS%RSD = standard deviation LCS replicates ,^^^,^^ average LCS recovery
Page 16 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 5. Laboratory Control Spike Recovery
Analyzed 9/2A)7
Lab ID
LCS-070821-1
LCS-070821-2
LCS-070821-3
LCS-070821-4
LCS-070821-5
LCS-070821-6
Average ±%RSD
PFBA
Spiked Concentration
(ngAnL)
0.189
0.189
0.189
4.73
4.73
4.73
Calculated Concentration
(ngAnQ
0.280
0.275
0.278
4.61
4.71
4.88 ,
VoRecovery
148
145
147
97.5
99.7
103
123% ± 21%<>
PFPeA
Spiked Concentration
(ng/inL)
0.285
0.285
0.285
7.13
7.13
7.13
Calculated Concentration
(ng/mQ
0.287
0.280
0.302
7.23
6.91
7.51
VoRecovery
101
98.3
106
101
97.0
105
101% ± 3.5%
PFHxA
Spiked Concentration
(ng/inL)
0.185
0.185
0.185
4.63
4.63
4.63
Calculated Concentration
0.172
0.165
0.188
4.71
4.78
4.81
%Recovery
92.9
89.1
101
102
103
104
98.7% ± 6.2%
PFHpA
Spiked ConcentraOon
(ngAnL)
0.200
0.200
0.200
5.00
5.00
5.00
Calculated Concentration
(ngAnL)
0.196
0.191
0.207
4.75
4.59
5.05
%Recovefy
97.9
95.6
104
94.9
91.7
101
97.5% ± 4.6%
Analyzed 912107
Lab ID
LCS-070821-1
LCS-070821-2
LCS-070821-3
LCS-070821-4
LCS-070821-5
LCS-070821-6
Average ±%RSD
PFOA
Spa(ed Concentration
(ngAnL)
0.193
0.193
0.193
4.81
4.81
4.81
Calculated Concentration
(ngAnL)
0.212
0.181
0.187
4.66
4.72
4.89
%Recovety
110
93.7
96.9
96.9
98.2
102
99.6% ± 5.8 %
PFNA
Spiked Concentratnn
(ngAnL)
0.199
0.199
0.199
4.97
4.97
4.97
Calculated Concentration
(ngAnL)
0.184
0.178
0.175
4.69
4.39
4.90
%Recoi'ery
92.5
89.5
88.1
94.3
88.4
98.6
91.9% ± 4.4%
PFDA
Spaced Concentration
0.197
0.197
0.197
4.92
4.92
4.92
Calculated Concentration
(ngAnL)
0.222
0.182
0.196
4.53
5.29
5.02
%Recovery
113
92.5
99.7
92.1
108
102
101% ± a.r/o
PFUhA®
Spiked Concentration
0.197
0.197
0.197
4.93
4.93
4.93
Calculated Concentration
(ngAnL)
0.228
0.246
0.246
4.88
5.59
4.76
%Recoi'ery
116
125
125
99.0
113
96.5
112% ±11%
(1) Average recovery did not meet mettiod acceptance criteria of 100% ± 20% and RSD s 20%. (2) Samples were bracketed by a CCV that did not meet mettiod acceptance criteria of 100% ± 25%. Recovery was 74.5%.
Page 17 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 5 continued. Laboratory Control Spike Recovery
Analyzed 9/2/07
Lab ID
LCS-070821-1
LCS-070821-2
LCS-070821-3
LCS-070821-4
LCS-070821-5
LCS-070821-6
Average ±%RSD
PFDoA
Spiked Concentratfon
(ngAnL)
0.202
0.202
0.202
5.06
5.06
5.06
C^culated Concentration
(ng/hnL)
0.284
0.291
0.281
4.44
4.98
4.53
%Recovery
141
144
139
87.7
98.5
89.5
117%±24%">
PFBS
Spiked Concentration
(ngAnL) j
0.636
0.636
0.636
15.9
15.9
15.9
C^cuiated Concentration
(ngAnL)
0.645
0.675
0.681
14.6
14.5
14.8
%Recovefy
101
106
107
91.8
91.4
93.4
98.4% ± 7.3%
PFHS
Spiked Concentration
(ngAnL)
0.331
0.331
0.331
8.26
8.26
8.26
Calculated Concentration
(ngAnL)
0.336
0.348
0.344
8.33
8.30
8.53
VoRecovery
101
105
104
101
101
103
102% ± f .7%
PFOS
Spiked Cortcentration
(ngAnL)
0.196
0.196
0.196
4.90
4.90
4.90
Osculated Concentration
(ngAnL)
0.189
0.211
0.201
5.02
5.01
5.13
VoRecovery
96.5
108
102
102
102
105
103% ± 3.7%
Analyzed 9/8/07
Lab ID
LCS-070822-1
LCS-070822-2
LCS-070822-3
LCS-070822-4
LCS-070822-5
LCS-070822-6
Average ±%RSD
PFBA
Spiked Concentration
(ngAnL)
0.189
0.189
0.189
4.73
4.73
4.73
Calculated Concentration
(ngAnL)
0.203
0.208
0.191
4.32
4.56
4.56
VoRecovery
108
110
101
91.3
96.4
96.3
101% ± 7.3%
PFPeA
Spiked Concentration
0.285
0.285
0.285
7.13
7.13
7.13
Calculated Cortcentration
(ngAnL)
0.292
0.292
0.282
7.06
7.43
7.23
VoRecovery
102
102
98.8
99.1
104
101
101% ± 1.9%
PFHxA
Spiked Concentration
(ngAnL)
0.185
0.185
0.185
4.63
4.63
4.63
Calculated Concentration
(ngAnL)
0.211
0.169
0.183
4.32
4.31
4.78
VoRecovery
114
91.4
99.2
93.2
93.0
103
99.0% ± 8.7%
PFHpAf
Spiked Concentration
(ngAnL)
0.200
0.200
0.200
5.00
5.00
5.00
Calculated Concentration
(ngAnL)
0.225
0.224
0.194
4.72
5.33
5.01
%Recovefy
112
112
96.8
94.4
107
100
104% ± 7.4% (1) RSD did not meet mettiod acceptance criteria of ^ 0 % . (2) Samples were bracketed by a CCV ttiat did not meet mettKKl acceptance criteria of 100% ± 25%. Recovery was 126%.
Page 18 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 5 continued. Laboratory Control Spike Recovery
Analyzed 9/8/07
LabfD
LCS-070822-1
LCS-070822-2
LCS-070822-3
LCS-070822-4
LCS-070822-5
LCS-070822-6
Average ±%RSD
PFOA
Spiked Concentration
(ngAnL)
0.193
0.193
0.193
4.81
4.81
4.81
emu la ted Concentration
fngAnU
0.218
0.189
0.179
4.79
5.28
5.53
%Recoveiy
113
97.8
92.6
99.7
110
115
105% ± 8.8 %
PFAM
Sp«<ed Concentration
0.199
0.199
0.199
4.97
4.97
4.97
C^culated Concentration
(ngAnL)
0.239
0.226
0.226
5.19
5.35
5.52
%Recovefy
120
113
114
104
108
111
* f 2 % ± 4 . 9 %
PFDA
Spiked Concentration
0.197
0.197
0.197
4.92
4.92
4.92
Calculated Concentration
0.243
0.221
0.215
5.68
5.90
6.08
%Recoveiy
124
112
109
115
120
124
f f 7% ± 5.4%
PFUnA
SpH<ed Concentration
fngtoL)
0.197
0.197
0.197
4.93
4.93
4.93
Calculated Concentration
(ngAnL)
0.312
0.299
0.288
4.89
5.51
5.62
%Recovery
158
152
146
99.2
112
114
130% ± 19%">
Analyzed 9/8/07
Lab ID
LCS-070822-1
LCS-070822-2
LCS-070822-3
LCS-070822-4
LCS-070822-5
LCS-070822-6
Average ±%RSD
PFDoA»
Spiked Concentration
(ngAnL)
0.202
0.202
0.202
5.06
5.06
5.06
Calculated Concentration
(ngAnL)
0.399
0.401
0.322
5.86
6.21
6.10
%Recoveiy
198
198
159
116
123
121
f 52% ± 25 Vof
PFBS
Spiked Concentration
(ngAnL)
0.636
0.636
0.636
15.9
15.9
15.9
C^culated Concentration
(ngAnL)
0.633
0.639
0.609
14.6
15.2
15.6
VoRecovery
99.5
100
95.8
91.9
95.3
97.9
96.7% ± 3 . * %
PFHS
Spiked Concentration
(ngAnL)
0.331
0.331
0.331
8.26
8.26
8.26
Calculated Concentration
(ngAnL)
0.330
0.317
0.313
8.22
8.75
8.62
%Recovefy
100
95.7
94.5
100
106
104
99.9% ±4.5%
PFOS
Sp9<ed CotKentration
(ngAnL)
0.196
0.196
0.196
4.90
4.90
4.90
Calculated Concentration
(ngAnL)
0.200
0.193
0.183
4.86
5.12
5.06
%Recovery
102
98.5
93.3
99.3
104
103
100% ± 3.9%
(1) Average recovery did not meet method acceptance criteria of 100% + 20%. (2) Samples were bracketed by a CCV that did not meet method acceptance criteria of 100% ± 25%. Recovery was 130%. (3) Average recovery did not meet method acceptance criteria of 100% ± 20% and RSD 2 20%.
Page 19 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 5 continued. Laboratory Control Spike Recovery
Analyzed 9/8/07
L ^ I D
LCS-070827-1
LCS-070827-2
LCS-070827-3
LCS-070827-4
LCS-070827-5
LCS-070827-6
Averaqe±%RSD
PFBA
Spiked Concentration
(ngAnL)
0.189
0.189
0.189
4.73
4.73
4.73
Calculated Concentration
(ngAnL)
0.172
0.171
0.121
4.09
4.56
4.30
VoRecovery
90.9
90.4
64.0
86.6
96.4
90.8
86.5% ± 13%
PFPeA
Spiked Concentration
(ngAnL)
0.285
0.285
0.285
7.13
7.13
7.13
Calculated Concentration
(ngAnL)
0.253
0.265
0.251
6.65
6.42
6.37
VoRecovery
88.8
93.0
88.2
93.3
90.1
89.3
90.5% ± 2.4%
P F H X A " '
Spaced Concentration
(ngAnL)
0.185
0.185
0.185
4.63
4.63
4.63
Calculated Concentration
(ngAnL)
0.139
0.164
0.136
3.73
3.81
3.57
% R e c o m y
74.9
88.9
73.3
80.6
82.2
77.0
79.5% ± 7.2%'"
PFHpA
SpfteoT Concentration
(ngAnL)
0.200
0.200
0.200
5.00
5.00
5.00
Calculated Concentration
(ngAnL)
0.161
0.177
0.165
4.63
4.53
4.24
%Recovefy
80.6
88.4
82.6
92.5
90.5
84.9
86.6% ± 5.4%
Analyzed 9/8«)7
Lab/D
LCS-070827-1
LCS-070827-2
LCS-070827-3
LCS-070827-4
LCS-070827-5
LCS-070827-6
Averaqe±%RSD
PFOA
SpOfed Concentration
(ngAnL)
0.193
0.193
0.193
4.81
4.81
4.81
Calculated Concentration
(ngAnL)
0.135
0.148
0.14
4.15
4.14
4.09
%Recovei^
69.9
76.6
72.5
86.3
86.2
85.1
79.4% ± 9 . 3 % " - ^
PFAM
Spiked Concentration
(ngAnL)
0.199
0.199
0.199
4.97
4.97
4.97
C^culated Concentration
(ngAnL)
0.141
0.150
0.142
4.43
4.74
4.15
%Recoveiy
70.6
75.4
71.4
89.2
95.3
83.4
80.9% ± 12%
PFDA
Spiked Concentration
(ngAnL)
0.197
0.197
0.197
4.92
4.92
4.92
Calculated Concentration
(ngAnL)
0.132
0.115
0.132
4.61
4.57
4.23
VoRecovery
66.9
58.1
67.0
93.7
92.9
86.0
77 .4%±20%" ' ' '
PFtftiA
Spiked Concentration
(ngAnL)
0.197
0.197
0.197
4.93
4.93
4.93
C^culated Concentration
(ngAnL)
0.165
0.167
0.194
4.66
4.78
4.33
%Recoveiy
83.8
84.8
98.4
94.5
96.9
87.8
91.0% ± 7.0%
(1) Samples were bracketed by a CCV that did not meet method acceptance criteria of 100% ± 25%. Recovery was 70.8%. (2) Average recovery did not meet method acceptance criteria of 100% ± 20%
Page 20 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 5 continued. Laboratory Control Spike Recovery
Analyzed 9/8/07
Lab/0
LCS-070827-1
LCS-070827-2
LCS-070827-3
LCS-070827-4
LCS-070827-5
LCS-070827-6
Average ±%RSD
PFDoA
Spiked Concentration
(ngAnL)
0.202
0.202
0.202
5.06
5.06
5.06
Calculated Concentration
(ngAnL)
0.158
0.166
0.167
4.47
5.30
4.63
VoRecovery
78.2
82.3
82.5
88.3
105
91.5
88.0% ± 1 1 %
PFBS
Spiked Concentration
(ngAnL)
0.636
0.636
0.636
15.9
15.9
15.9
Calculated Concentration
(ngAnL)
0.594
0.588
0.574
13.2
13.6
12.7
VoRecovery
93.4
92.5
90.3
83.2
85.6
80.1
87.5% ± 6.1%
PFHS
Spiked Concentration
(ngAnL)
0.331
0.331
0.331
8.26
8.26
8.26
Calculated Concentration
(ngAnL)
0.310
0.319
0.306
7,45
7.84
7.39
VoRecovery
93.6
96.5
92.4
90.3
94.9
89.4
92.9% ± 2.9%
PFOS
Spiked Concentration
(ngAnL)
0.196
0.196
0.196
4.90
4.90
4.90
Calculated Concentration
(ngAnL)
0.160
0.171
0.158
4.40
4.54
4.26
VoRecovery
81.4
87.5
80.5
89.9
92.7
87.0
86.5% ±5.5%
Page 21 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
8.6 Analyt ica l Method Uncertainty The analytical uncertainty was determined based on historical QC data that is used to evaluate method accuracy and precision. The method uncertainty is calculated following ETS-12-012.2. The analytical uncertainty was detennined by the statistical evaluation of the recoveries for the individual analyte recovery as determined for laboratory matrix spiked samples. The standard deviation was calculated for the set of recovery results (in %). The expanded uncertainty is calculated by multiplying the standard deviation by a factor of 2, which correspond with a confidence level of 95%. A minimum of twenty data points is needed to determine method uncertainty by this method.
Table 6. Analytical Method Uncertainty
Analyte
PFBA
PFPeA
PFHxA
PFHpA
PFOA
PFNA
PFDA
PFUnA
PFDoA
PFBS
PFHS
PFOS
Number of data points (n) used for determining uncertainty values
50
50
50
36
50
48
48
48
48
50
50
50
Mean Recovery (%)
98.5
97.2
96.6
96.1
97.1
97.2
99.0
104
103
96.7
98.5
100
Standard Deviation (%)
+ 18.9
+ 10.3
+ 11.1
+ 9.70
+ 11.3
+ 12.5
+ 15.0
+ 18.4
+ 28.6
+ 10.6
+ 6.64
+ 7.39
•Method Uncertainty (%)
+ 38
+ 21
+ 22
+ 19
+ 23
+ 25
+ 30
+ 37
+ 57
+ 21
+ 13
+ 15
8.7 Sample Results Table 7 summarizes the sample results using the analytical method identified above. All results for quality control samples prepared and analyzed with the samples are reported in section 9 of the report.
Page 22 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 7. Sample Concentrations' (1)
3MUIMSID
E06O549-1406
E06-0549-1407
Sample Description
WBMN GW S01PC 0 070808
WBMN GWS01PC DB 070808
Average
VoRSD Sample/Sample DuplKate
E06-0549-1411
E064)549-1412
WBMN GW SOUS 0 070808
WBMN GW SOUS DB 070808
Average
VoRSD Sample/Sample DuplKate
E06-0549-1415
E06-0549-1416
WBMN GW WR3 0 070808
WBMN GW WR3 DB 070808
Average
VoRSD Simple/Sample DuplKate
E06-0549-1419
E06-0549-1420
WBMN GWS08JS 0 070808
WBMN GW S08JS DB 070808
Average
VoRSD Sample/Sample Duplkate
Sample Concentration (ng/mL)
PFBA
0.635
0.617
0.626
2.9
<0.0946
<0.0946
<0.0946
NA
<0.0946
<0.0946
<0.0946
NA
0.209
0.234
0.222
11
PFPeA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.03S6
NA
<0.0356
<0.0356
<0.03S6
NA
<0.0356
<0.0356
<0.0356
NA
PFHxA
0.233
0.252
0.242
7.8
0.106
0.100
0.103
5.8
<0.0371
<0.0371
<0.0371
NA
0.0966
0.0453
0.0710
72'"
PFHpA
<0.0300
<0.0300
<O.D300
NA
<0.0300
<0.0300
<0.0300
NA
<0.0300
<0.0300
<0.0300
NA
<0.0300
<0.0300
<0.0300
NA
PFOA
<0.0963
<0.0963
<0.0963
NA
<0.0963
<0.0963
<0.0963
NA
<0.0963
<:0.0963
<0.0963
NA
<0.0963
<0.0963
<0.0963
NA
PFNA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
PFDA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
PFUnA
<0.0493
<0.0493
<0.0493
NA
<0.0493
<0.0493
<0.0493
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
PFDoA
<0.101
<0.101
<0.101
NA
<0.101
<0.101
<0.101
NA
NR
NR
NR'"'
NA
<0.101
<0.101
<0.101
NA
PFBS
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
<0.G795
<0.0795
<0.079S
NA
<0.0795
<0.0795
<0.0795
NA
PFHS
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
PFOS
<0.0245
<0.0245
<0.024S
NA
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.024S
NA
<0.0245
<0.0245
<0.0245
NA
(1) Some sample results may have adjusted analytKal uncertainties due to field matrix spike recoveries. See tables in secSon 9 of the report for additkinal sample comments. (2) Sample results are not reportable since the recovery of most appropriate field matrix spike was <50%. (3) Tiie relative percent difference (RPD) dkl not meet method acceptance criteria of S20%.
Page 23 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 7 continued. Sample Results' (1)
3MLIIMSI0
E06-0549-1423
E06-0549-1424
Sample Description
WBMN GWS08PC 0 070808
WBMN GW S08PC DB 070808
Average
%RSD Sample/Sample Duplicate
E06-0549-1431
E06-0549-1432
WBMN GWS04PC 0 070809
WBMN GWS04PC DB 070809
Average
VoRSD Sample/Sample Duplicate
E06 )549-1435
E06-0549-1436
WBMN GW S04SP 0 070809
WBMN GW S04SP DB 070809
Average
VoRSD Smnple/Sample Dup/icafe
E06-0549-1439
E06-0549-1440
WBMN GW S03JS 0 070809
WBMN GW S03JS DB 070809
Average
VoRSD Smiph/Sample Duplicate
Sample Concentration (ng/mL)
PFBA
<0.0946
<0.0946
<0.0946
NA
0.529
0.507
0.518
4.2
0.669
0.693
0.681
3.5
0.181
0.194
0.188
6.9
PFPeA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.03S6
NA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.03S6
NA
PFHxA
<0.0371
<0.0371
<0.0371
NA
<0.0371
0.0397
0.0397
NC' '
0.135
0.201
0.168
39'*'
<0.0371
<0.0371
<0.0371
NA
PFHpA
<0.0300
<0.0300
<0.0300
NA
<0.0300
<0.0300
<0.0300
NA
<0.0300
<0.0300
<0.0300
NA
<0.0300
<0.0300
<0.0300
NA
PFOA
<0.0963
<0.0963
<0.0963
NA
<0.0963
<0.0963
<0.0963
NA
<0.0963
<0.0963
<0.0963
NA
<0.0963
<0.0963
<0.0963
NA
PFNA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
PFDA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
PFUnA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
PFDoA
<0.101
<0.101
<0.101
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
<0.101
<0.101
<0.101
NA
PFBS
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
PFHS
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
PFOS
<0.0245
<0.0245
<0.024S
NA
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
(1) Some sample resuRs may have adjusted analytKal uncertainties due to fieM matrix spike recoveries. See tables in section 9 of ttie report for additnnal sample comments. (2) The sample and sample duplicate produced one result above the LOQ and one result bekiw ttie LOQ. The reported average concentratnn represents only the result above the
LOQ. A taie average was not cakulated (NC). (3) Sample results are not reportable since the recovery of most appropriate fieW matrix spike was <50%. (4) The relative percent difference (RPD) dW not meet mettiod acceptance criteria of S20%.
Page 24 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 7 continued. Sample Results' (1)
3MUIMSI0
E06-054&-1443
E06 )549-1444
Sample Description
WBMN GW S03PC 0 070809
WBMN GWS03PC DB 070809
Average
VoRSD Sample/Sample Duplhate
E06-0549-1448
E06-0549-1449
WBMN GW S07PC 0 070809
WBMN GW S07PC DB 070809
Average
VoRSD Sample/Sample Duplicate
E06^549-1453
E06-0549-1454
WBMN GW S07JS 0 070809
WBMN GW S07JS DB 070809
Average
%fiSD Sample/Sample Duplhate
E06 )549-1458
E06-0549-1459
WBMN GW S07SP 0 070809
WBMN GW S07SP DB 070809
Average
VoRSD Sample/Sample Duplhate
Sample Concentration (ng/mL)
PFBA
0.539
0.511
0.525
S.3
0.742
0.711
0.727
4.3
<0.0946
<0.0946
<0.0946
NA
0.837
0.852
0.845
1.8
PFPeA
<0.0356
<0.0356
<0.03S6
NA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.03S6
NA
<0.0356
<0.0356
<0.0356
NA
PFHxA
0.0568
0.158
0.107
94'"
<0.0371
<0.0371
<0.0371
NA
<0.0371
<0.0371
<0.0371
NA
<0.0371
<0.0371
<0.0371
NA
PFHpA
<0.0300
<0.0300
<0.0300
NA
<0.0300
<0.0300
<0.0300
NA
<0.0300
<0.0300
<0.0300
NA
<0.0300
<0.0300
<0.0300
NA
PFOA
<0.0963
<0.0963
<0.0963
NA
<0.0963
<0.0963
<0.0963
NA
<0.0963
<0.0963
<0.0963
NA
<0.0963
<0.0963
<0.0963
NA
PFNA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
<0.0397
<0.0397
<0.0397
NA
PFDA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
<0.0492
<0.0492
<0.0492
NA
PFUnA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0493
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
PFDoA
<0.101
<0.101
•SO.IOI
NA
NR
NR
NR'"
NA
NR
NR
NR<"
NA
<0.101
<0.101
<0.101
NA
PFBS
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.079S
NA
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
PFHS
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
PFOS
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
(1) Some sample results may have adjusted analytical uncertainties due to fieki matrix spike recoveries. See tables in sectran 9 of the report for additfonal sample comments. (2) The relative percent difference (RPD) dW not meet method acceptance criteria of S20%. (3) Sample results are not reportatile since the recovery of most appropriate fiekl matrix spike was <50%
Page 25 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 7 continued. Sample Results' (1)
3IM UMS ID
E06-0549-1468
E06-0549-1469
Sample Description
WBMN GW S06PC 0 070809
WBMN GW S06PC DB 070809
Average
%RSD Sampie/Simph Duplhate
E06-0549-1473
£06^)549-1474
WBMN GW S06JS 0 070809
WBMN GW S06JS DB 070809
Average
VoRSD Sample/Sample Duplicate
E06-0549-1477
E06-0549-1478
WBMN GW S05JS 0 070809
WBMN GW S05JS DB 070809
Average
%RS0 Stunple/Sample Di^hate
E06-0549-1488
E06-0549-1489
WBMN GW MWH 0 070810
WBMN GW MWH DB 070810
Average
VoRSD Sample/Smiple Duplhate
Sample Concentration (ng/mL)
PFBA
0.819
0.815
0.817
0.49
<0.0946
<0.0946
<0.0946
NA
<0.0946
<0.0946
<0.946
NA
<0.0946
<0.0946
<0.0946
NA
PFPeA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.03S6
NA
<0.0356
<0.0356
<0.03S6
NA
<0.0356
<0.0356
<0.03S6
NA
PFHxA
<0.0371
<0.0371
<0.0371
NA
<0.0232
<0.0232
<0.0232
NA
<0.0232
<0.0232
<0.0232
L NA
<0.0232
<0.0232
<0.0232
NA
PFHpA
<0.0300
<0.0300
<0.0300
NA
<0.0250
<0.0250
<0.0250
NA
<0.0250
<0.0250
<0.02S0
NA
<0.0250
<0.0250
<0.0250
NA
PFOA
<0.0963
<0.0963
<0.0963
NA
<0.0241
<0.0241
<0.0241
NA
<0.0241
<0.0241
<0.0241
NA
<0.0241
<0.0241
<0.0241
NA
PFNA
<0.0397
<0.0397
<0.0397
NA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
PFDA
<0.0492
<0.0492
<0.0492
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
PFUnA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
PFDoA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
<0.101
<0.101
<0.101
NA
NR
NR
NR'"
NA
PFBS
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
PFHS
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
PFOS
<0.0245
<0.0245
<0.024S
NA
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.024S
NA
(1) Some sample results may have adjusted analytical uncertainties due to field matrix spike recoveries. See tables in sectkin 9 of ttie report for additional sample comments. (2) Sample results are not reportable since the recovery of most appropriate fieM mataix spike was <50%
Page 26 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 7 continued. Sample Results (1)
3IMUIMSID
E06-0549-1490
E06-0549-1491
Sample Description
WBMN GWS05SP 070810
WBMN GW S05SP DB 070810
Average
%RSD Sample/Sample Duplicate
E06-0549-1494
E06-0549-1495
WBMN GWS05PC 0 070810
WBMN GWS05PC DB 070810
Average
%RSD Sampfe/Sampfe Dupfrcatc
E06-O549-1498
E06^549-1499
WBMN GW MWG 0 070810
WBMN GWMWG DB 070810
Averagt
VoRSD Sample/Smnple Duplhate
E06-0549-1506
E06^549-1507
WBMN GW S02JS 0 070810
WBMN GWS02JS DB 070810
Average
VoRSD Sample/Sample D^ylhate
Sample Concentration (ng/mL)
PFBA
0.857
0.828
0.843
3.4
0.442
0.423
0.433
4.4
0.150
0.126
0.138
17
<0.0946
<0.0946
<0.0946
NA
PFPeA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.0356
NA
PFHxA
<0.0232
<0.0232
<0.0232
NA
<0.0232
<0.0232
<0.0232
NA
<0.0232
<0.0232
<0.0232
NA
0.0295
<0.0232
0.0295
NC'"
PFHpA
<0.0250
<0.0250
<0.0250
NA
<0.0250
<0.0250
<0.0250
NA
<0.0250
<0.0250
<0.0250
NA
<0.0250
<0.0250
<0.0250
NA
PFOA
<0.0241
<0.0241
<0.0241
NA
<0.0241
<0.0241
<0.0241
NA
<0.0241
<0.0241
<0.0241
NA
<0.0241
<0.0241
<0.0241
NA
PFNA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
PFDA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
<0.0246
<0.0246
<0.0246
NA
PFUnA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
PFDoA
<0.101
<0.101
<0.101
NA
<0.101
<0.101
<0.101
NA
NR
NR
NR'"
NA
<0.101
<0.101
<0.101
NA
PFBS
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.079S
NA
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
PFHS
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
<0.0413
<0.0413
<0.0413
NA
PFOS
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
0.0657
0.0604
0.0631
8.4
<0.0245
<0.Q245
<0.024S
NA
(1) Some sample results may have adjusted analytnal uncertainties due to fieki matrix spike recoveries. See tables in section 9 of ttie report for addittonal sample comments. (2) Sample results are not reportable since the recovery of most appropriate fieM matrix spike was <50% (3) TTie sample and sample duplicate produced one result above the LOQ and one result bekiw the LOQ. Tfie reported average concentration represents only the result above the
LOQ. A tme average was not calculated.
Page 27 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 7 continued. Sample Results' .(1)
SIM UMS ID
E06-0549-1510
E06-0549-1511
Sample Descriptton
WBMN GW S02PC 0 070810
WBMN GWS02PC DB 070810
Average
VoRSD Sample/Sample Duplhate
E06-0549-1515
E06.0549-1516
WBMN GW S02DR 0 070810
WBMN GWS02DR DB 070810
Average
VoRSD Sample/Sample Duplicate
E06-0549-1523
E06-0549-1524
WBMN GWS09JS 0 070810
WBMN GWS09JS DB 070810
Average
%RSD Sample/Sample Duplhate
E06-0549-1525
E06-0549-1526
WBMN GW MW4L 0 070810
WBMN GW MW4L DB 070810
Avaage
VoRSD Sample/Smnple Duplhate
Sample Concentration (ng/mL)
PFBA
1.21
1.30
1.26
7,2
0.542
0.553
0.548
2.0
<0.0946
<0.0946
<0.0946
NA
0.673
0.613
0.643
9.3
PFPeA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.0356
NA
<0.0356
<0.0356
<0.03S6
NA
<0.0356
<0.0356
<0.0356
NA
PFHxA
<0.0232
<0.0232
<0.0232
NA
<0.0232
<0.0232
<0.0232
NA
<0.0232
<0.0232
<0.0232
NA
<0.0232
0.0251
0.0251
NC'"
PFHpA
<0.0250
<0.0250
<0.0250
NA
<0.0250
<0.0250
<0.0250
NA
<0.0250
<0.0250
<:0.0250
NA
<0.0250
<0.0250
<0.0250
NA
PFOA
<0.0241
<0.0241
<0.0241
NA
<0.0241
<0.0241
<0.0241
NA
<0.0241
<0.0241
<0.0241
NA
<0.0241
<0.0241
<0.0241
NA
PFNA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
PFDA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
PFUnA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
<0.0986
<0.0986
<0.0986
NA
PFDoA
<0.101
<0.101
<0.101
NA
NR
NR
NR'"
NA
<0.101
<0.101
<0.101
NA
NR
NR
NR'"
NA
PFBS
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
<0.0795
<0.0795
<0.0795
NA
0.192
0.173
0.183
10
PFHS
0.0458
<0.0413
0.0458
NC'"
0.0479
0.0477
0.0478
0.42
<0.0413
<0.0413
<0.0413
NA
0.368
0.367
0.368
0.27
PFOS
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
<0.0245
<0.0245
<0.0245
NA
0.119
0.107
0.113
11
(1) Some sample results may have adjusted analytKal uncertainties due to fieki matrix spike recoveries. See tattles in section 9 of ttie report for additional sample comments. (2) Sample resuMs are not reportable since the recovery of most appropriate fieM matiix spike was <50% (3) The sample and sample duplicate produced one result above ttie LOQ and one result bekiw ttie LOQ. The reported average concenb tion represents only ttie result above the
LOQ. A tiue average was not cakxilated.
Page 28 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 7 continued. Sample Results' (1)
3M UMIS ID
E06^54&-1534
£06^549-1535
Sample Description
WBMN GW 81 0070813
WBMN GWB1DB 070813
Average
VoRSD Sample/Sample Duplicate
E06-0549-1538
£06-0549-1539
WBMN GWB2 0 070813
WBMN GWB2IDB 070813
Average
VoRSD Swnple/Sample Duplicate
E06-0549-1542
E06-0549-1543
WBMN GWB3 0 070813
WBMN GWB3DB 070813
Average
VoRSD Sample/Sample Duplicate
E06-0549-1547
£06^549-1548
WBMN GWB4 0070813
WBMN GWB4DB 070813
Average
VoRSD Sample/Sample Di^iicate
Sample Concentration (ng/mL)
PFBA
1.67
1.65
1.66
1.2
0.412
0.455
0.434
9.9
0.676
0.687
0.682
1.6
1.38
1.39
1.38
0.72
PFPeA
0.494
0.477
0.486
3.5
<0.0356
<0.0356
<0.0356
NA
0.0406
0.0377
0.0392
7.4
0.320
0.345
0.332
7.5
PFHxA
0.824
0.832
0.828
1.0
<0.0232
<0.0232
<0.0232
NA
0.0445
0.0669
0.0557
40'"
0.545
0.547
0.546
0.37
PFHpA
0.106
0.109
0.108
2.8
<0.0250
<0.0250
<0.0250
NA
<0.0250
<0.0250
<0.0250
NA
0.254
0.232
0.243
9.1
PFOA
1.41
1.33
1.37
5.8
<0.0241
<0.0241
<0.0241
NA
0.150
0.149
0.150
0.67
2.07
1.90
1.98
8.6
PFNA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
PFDA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
PFUnA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
<0.0986
<0.0986
<0.0986
NA
NR
NR
NR'"
NA
PFDoA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
PFBS
1.93
1.94
1.94
0.52
<0.0795
<0.0795
<0.0795
NA
0.407
0.406
0.407
0.25
3.75
3.80
3.78
1.3
PFHS
1.53
1.55
1.54
1.3
<0.0413
<0.0413
<0.0413
NA
1.35
1.37
1.36
1.5
11.7
11.5
11.6
1.7
PFOS
0.0412
0.0362
0.0387
13
<0.0245
<0.0245
<0.0245
NA
0.139
0.136
0.138
2.2
1.73
1.63
1.68
6.0
(1) Some sample results may have adjusted analytical uncertainties due to fieki matrix spike recoveries. See tables in section 9 of ttie report for additi'onal sample comments. (2) Sample results are not reportable shoe the recovery of most appropriate fiekl matrix spike was <50%. (3) The relative percent difierence (RPD) did not meet method acceptance criteria of S20%.
Page 29 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 7 continued. Sample Results' (1)
3MUIUiSID
£06-0549-1552
E06-0549-1553
Sample Description
OKMN GWW203 0 070809
OKMN GWW203 DB 070809
Average
VoRSD Sample/Sample Duplhate
£06-0549-1463
£06-0549-1464
WBMN GW MW2 0 070809
WBMN GW MW2 DB 070809
Average
VoRSD Sample/Sample Duplhate
Sample Concentration (ng/mL)
PFBA
0.294
0.326
0.310
10
81.2
75.6
78.4
7.1
PFPeA
<0.0356
<0.0356
<0.03S6
NA
9.82
9.33
9.58
5.1
PFHxA
<0.0232
<0.0232
<0.0232
NA
8.31
8.04
8.18
3.3
PFHpA
<0.0250
<0.0250
<0.0250
NA
3.17
2.62
2.90
19
PFOA
0.186
0.210
0.198
12
4.61
4.50
4.56
2.4
PFNA
<0.0298
<0.0298
<0.0298
NA
<0.0298
<0.0298
<0.0298
NA
PFDA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
PFUnA
NR
NR
NR'"
NA
<0.0986
<0.0986
<0.0986
NA
PFDoA
NR
NR
NR'"
NA
NR
NR
NR'"
NA
PFBS
<0.0795
<0.0795
<0.0795
NA
13.6
12.9
13.3
5.3
PFHS
<0.0413
<0.0413
<0.0413
NA
3.43
3.34
3.39
Z7
PFOS
0.614
0.614
0.614
0.0
0.0371
0.0362
0.0367
2.5
(1) Some sample results may have adjusted analytical uncertainties due to fiekl matrix spike recoveries. See tables in section 9 of the report for additkinal sample comments. (2) Sample resets are not reportable since ttie recovery of most appropriate fieH mablx spike was <50%
Page 30 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
8.8 Field Matrix Spikes (FMS) Low and high field matrix spikes were collected at each sampling point to verify that the analytical method is applicable to the collected matrix. Field matrix spikes are generated by adding a measured volume of field sample to a container spiked by the laboratory with the target analytes prior to shipping sample containers for sample collection. Field matrix spike recoveries within method acceptance criteria of 100±30% confimn that "unknown" components in the sample matrix do not significantly interiere with the extraction and analysis of the analytes of interest. Field matrix spikes are presented in the section 4 of this report.
R - (Sample Concentration of FMS - Average Concentration : Field Sample & Field Sample Pup.) ^
Spike Concentraton
Page 31 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-Q549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 8. Field Matrix Spike Concentrations
Location
B-1
B-2
B-3
&4
MW-2
MW-4L
Description
Low FieM Mablx Spike
Mkl Field Matiix Spike
High FieW Matiix Spike
Low FieM Matrix Spike
High FieW Matrix Spike
Low FieM Matrix Spike
Mki FieM Matiix Spike
High FieW Matiix Spike
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matrix Spike
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matiix Spike
Final Concentration (ng/mL)
PFBA
0.237
0.946
4.73
0.237
4.73
0.237
0.946
4.73
0.237
2.37
9.46
0.237
9.46
94.6
0.237
0.946
4.73
PFPeA
0.242
0.970
4.85
0.242
4.85
0.242
0.970
4.85
0.242
2.42
9.70
0.242
9.70
97.0
0.242
0.970
4.85
PFHxA
0.232
0.927
4.63
0.232
4.63
0.232
0.927
4.63
0.232
2.32
9.27
0.232
9.27
92.7
0.232
0.927
4.63
PFHpA
0.250
1.00
5.00
0.250
5.00
0.250
1.00
5.00
0.250
2.50
10.0
0.250
10.0
100
0.250
1.00
5.00
PFOA
0.241
0.963
4.81
0.241
4.81
0.241
0.963
4.81
0.241
2.41
9.63
0.241
9.63
96.3
0.241
0.963
4.81
PFNA PFDA PFUnA PFDoA PFBS
0.248
0.994
4.97
0.248
4.97
0.248
0.994
4.97
0.248
2.48
9.94
0.248
9.94
99.4
0.248
0.994
4.97
0.246
0.984
4.92
0.246
4.92
0.246
0.984
4.92
0.246
2.46
9.84
0.246
9.84
98.4
0.246
0.984
4.92
0.247
0.986
4.93
0.247
4.93
0.247
0.986
4.93
0.247
2.47
9.86
0.247
9.86
98.6
0.247
0.986
4.93
0.253
1.01
5.06
0.253
5.06
0.253
1.01
5.06
0.253
2.53
10.1
0.253
10.1
101
0.253
1.01
5.06
0.254
1.02
5.08
0.254
5.08
0.254
1.02
5.08
0.254
2.54
10.2
0.254
10.2
102
0.254
1.02
5.08
PFHS
0.244
0.978
4.89
0.244
4.89
0.244
0.978
4.89
0.244
2.44
9.78
0.244
9.78
97.8
0.244
0.978
4.89
PFOS
0.256
1.02
5.12
0.256
5.12
0.256
1.02
5.12
0.256
2.56
10.2
0.256
10.2
102
0.256
1.02
5.12
Page 32 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project EQ6-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 8 continued. Field Matrix Spike Concentrations
Location
MW-B
WR3
MWG
MW-H
SOI PC
SOUS
S02DR
Description
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matrix Spike
Low FieM Matrix Spike
High FieM Matrix Spike
Low FieM Matiix Spike
High FieM Matrix Spike
Low FieM Matrix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matrix Spike
Final Concentration (ng/mL)
PFBA
0.237
4.73
94.6
0.237
4.73
0.237
4.73
0.237
4.73
0.237
0.946
4.73
0.237
4.73
0.237
0.946
4.73
PFPeA
0.242
4.85
97.0
0.242
4.85
0.242
4.85
0.242
4.85
0.242
0.970
4.85
0.242
4.85
0.242
0.970
4.85
PFHxA
0.232
4.63
92.7
0.232
4.63
0.232
4.63
0.232
4.63
0.232
0.927
4.63
0.232
4.63
0.232
0.927
4.63
PFHpA
0.250
5.00
100
0.250
5.00
0.250
5.00
0.250
5.00
0.250
1.00
5.00
0.250
5.00
0.250
1.00
5.00
PFOA
0.241
4.81
96.3
0.241
4.81
0.241
4.81
0.241
4.81
0.241
0.963
4.81
0.241
4,81
0.241
0.963
4.81
PFNA
0.248
4.97
99.4
0.248
4.97
0.248
4.97
0.248
4.97
0.248
0.994
4.97
0.248
4.97
0.248
0.994
4.97
PFDA
0.246
4.92
98.4
0.246
4.92
0.246
4.92
0.246
4.92
0.246
0.984
4.92
0.246
4.92
0.246
0.984
4.92
PFUnA
0.247
4.93
98.6
0.247
4.93
0.247
4.93
0.247
4.93
0.247
0.986
4.93
0.247
4.93
0.247
0.986
4.93
PFDoA
0.253
5.06
101
0.253
5.06
0.253
5.06
0.253
5.06
0.253
1.01
5.06
0.253
5.06
0.253
1.01
5.06
PFBS
0.254
5.08
102
0.254
5.08
0.254
5.08
0.254
5.08
0.254
1.02
5.08
0.254
5.08
0.254
1.02
5.08
PFHS
0.244
4.89
97.8
0.244
4.89
0.244
4.89
0.244
4.89
0.244
0.978
4.89
0.244
4.89
0.244
0.978
4.89
PFOS
0.256
5.12
102
0.256
5.12
0.256
5.12
0.256
5.12
0.256
1.02
5.12
0.256
5.12
0.256
1.02
5.12
Page 33 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 8 continued. Field Matrix Spii<e Concentrations
Location
S02PC
S02JS
S03PC
S03JS
S04SP
S04PC
S05SP
S05PC
Description
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
High FieM Matrix Spike
Low FieM Matiix Spike
MM FieM Matiix Spike
High FieM Matrix Spike
Low FieM Matrix Spike
High FieM Matiix Spike
Low FieM Matiix Spike
MM FieM Matiix Spike
High FieM Matiix Spike
Low FieM Matiix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
High FieM Matrix Spike
Final Concentration (ng/mL)
PFBA
0.237
0.946
4.73
0.237
4.73
0.237
0.946
4.73
0.237
4.73
0.237
0.946
4.73
0.237
4.73
0.237
4.73
0.237
4.73
PFPeA
0.242
0.970
4.85
0.242
4.85
0.242
0.970
4.85
0.242
4.85
0.242
0.970
4.85
0.242
4.85
0.242
4.85
0.242
4.85
PFHxA
0.232
0.927
4.63
0.232
4.63
0.232
0.927
4.63
0.232
4.63
0.232
0.927
4.63
0.232
4.63
0.232
4.63
0.232
4.63
PFHpA
0.250
1.00
5.00
0.250
5.00
0.250
1.00
5.00
0.250
5.00
0.250
1.00
5.00
0.250
5.00
0.250
5.00
0.250
5.00
PFOA
0.241
0.963
4.81
0.241
4.81
0.241
0.963
4.81
0.241
4.81
0.241
0.963
4.81
0.241
4.81
0.241
4.81
0.241
4.81
PFNA
0.248
0.994
4.97
0.248
4.97
0.248
0.994
4.97
0.248
4.97
0.248
0.994
4.97
0.248
4.97
0.248
4.97
0.248
4.97
PFDA
0.246
0.984
4.92
0.246
4.92
0.246
0.984
4.92
0.246
4.92
0.246
0.984
4.92
0.246
4.92
0.246
4.92
0.246
4.92
PFUnA
0.247
0.986
4.93
0.247
4.93
0.247
0.986
4.93
0.247
4.93
0.247
0.986
4.93
0.247
4.93
0.247
4.93
0.247
4.93
PFDoA
0.253
1.01
5.06
0.253
5.06
0.253
1.01
5.06
0.253
5.06
0.253
1.01
5.06
0.253
5.06
0.253
5.06
0.253
5.06
PFBS
0.254
1.02
5.08
0.254
5.08
0.254
1.02
5.08
0.254
5.08
0.254
1.02
5.08
0.254
5.08
0.254
5.08
0.254
5.08
PFHS
0.244
0.978
4.89
0.244
4.89
0.244
0.978
4.89
0.244
4.89
0.244
0.978
4.89
0.244
4.89
0.244
4.89
0.244
4.89
PFOS
0.256
1.02
5.12
0.256
5.12
0.256
1.02
5.12
0.256
5.12
0.256
1.02
5.12
0.256
5.12
0.256
5.12
0.256
5.12
Page 34 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 8 continued. Field Matrix Spike Concentrations
Location
S05JS
S06PC
S06JS
S07SP
S07PC
S07JS
S08PC
S08JS
Description
Low FieM Matrix Spike
High FieM Matrix Spike
Low FieM Matiix Spike
MM FieM Matiix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matrix Spike
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matiix Spike
Low FieM Matiix Spike
High FieM Mablx Spike
Low FieM Matiix Spike
High FieM Matrix Spike
Low FieM Matiix Spike
High FieM Matrix Spike
Final Concentration (ng/mL)
PFBA
0.237
4.73
0.237
0.946
4.73
0.237
4.73
0.237
0.946
4.73
0.237
0.946
4.73
0.237
4.73
0.237
4.73
0.237
4.73
PFPeA
0.242
4.85
0.242
0.970
4.85
0.242
4.85
0.242
0.970
4.85
0.242
0.970
4.85
0.242
4.85
0.242
4.85
0.242
4.85
PFHxA
0.232
4.63
0.232
0.927
4.63
0.232
4.63
0.232
0.927
4.63
0.232
0.927
4.63
0.232
4.63
0.232
4.63
0.232
4.63
PFHpA
0.250
5.00
0.250
1.00
5.00
0.250
5.00
0.250
1.00
5.00
0.250
1.00
5.00
0.250
5.00
0.250
5.00
0.250
5.00
PFOA
0.241
4.81
0.241
0.963
4.81
0.241
4.81
0.241
0.963
4.81
0.241
0.963
4.81
0.241
4.81
0.241
4.81
0.241
4.81
PFNA
0.248
4.97
0.248
0.994
4.97
0.248
4.97
0.248
0.994
4.97
0.248
0.994
4.97
0.248
4.97
0.248
4.97
0.248
4.97
PFDA
0.246
4.92
0.246
0.984
4.92
0.246
4.92
0.246
0.984
4.92
0.246
0.984
4.92
0.246
4.92
0.246
4.92
0.246
4.92
PFUnA
0.247
4.93
0.247
0.986
4.93
0.247
4.93
0.247
0.986
4.93
0.247
0.986
4.93
0.247
4.93
0.247
4.93
0.247
4.93
PFDoA
0.253
5.06
0.253
1.01
5.06
0.253
5.06
0.253
1.01
5.06
0.253
1.01
5.06
0.253
5.06
0.253
5.06
0.253
5.06
PFBS
0.254
5.08
0.254
1.02
5.08
0.254
5.08
0.254
1.02
5.08
0.254
1.02
5.08
0.254
5.08
0.254
5.08
0.254
5.08
PFHS
0.244
4.89
0.244
0.978
4.89
0.244
4.89
0.244
0.978
4.89
0.244
0.978
4.89
0.244
4.89
0.244
4.89
0.244
4.89
PFOS
0.256
5.12
0.256
1.02
5.12
0.256
5.12
0.256
1.02
5.12
0.256
1.02
5.12
0.256
5.12
0.256
5.12
0.256
5.12
Page 35 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 8 continued. Field Matrix Spike Concentrations
Location
S09JS
IW203
Frip Blank
Description
Low FieM Matiix Spike
High FieM Matrix Spike
Low FieM Matrix Spike
High FieM Matiix Spike
Low FieM Matrix Spike
MM FieM Matiix Spike
High FieM Matiix Spike
Final Concentration (ng/mL)
PFBA
0.237
4.73
0.237
4.73
0.237
4.73
94.6
PFPeA
0.242
4.85
0.242
4.85
0.242
4.85
97.0
PFHxA
0.232
4.63
0.232
4.63
0.232
4.63
92.7
PFHpA
0.250
5.00
0.250
5.00
0.250
5.00
100
PFOA
0.241
4.81
0.241
4.81
0.241
4.81
96.3
PFNA
0.248
4.97
0.248
4.97
0.248
4.97
99.4
PFDA
0.246
4.92
0.246
4.92
0.246
4.92
98.4
PFUnA
0.247
4.93
0.247
4.93
0.247
4.93
98.6
PFDoA
0.253
5.06
0.253
5.06
0.253
5.06
101
PFBS
0.254
5.08
0.254
5.08
0.254
5.08
102
PFHS
0.244
4.89
0.244
4.89
0.244
4.89
97.8
PFOS
0.256
5.12
0.256
5.12
0.256
5.12
102
Page 36 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
9 Data Summary a n d D iscuss ion
The tables below summarize the sample results and field matrix spike recoveries for the sampling locations as well as the Trip Blanks. Results and average values are rounded to three significant figures according to EPA rounding rules. Because of rounding, values may vary slightly from those listed in the raw data. Field matrix spikes recoveries meeting the method acceptance criteria of ± 30%, demonstrate that the method(s) were appropriate for the given matrix and their respective quantitative ranges. In those instances where the most appropriate field matrix spike recoveries did not meet method acceptance aiteria, and where recoveries are outside of the analytical method uncertainty listed in Table 6, analytical uncertainty has been adjusted accordingly and the data footnoted.
Trip Blanks- In general, the Trip Blank FIVIS low samples were recovering at <70% for PFBA, PFOA, PFDA, and PFDoA, while PFBS was recovering close to 130%. This was also observed for many of the low FMS samples for the well locations.
Page 37 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 9. WBMN GW Tripl 070808' (1)
3MUMSID
E06-0549-1402
£06-0549-1403
£06-0549-1404
£06-0549-1405
Desavition
WBMN GWTRIP1 0 070808
WBMN GWTRIP1 LS 070808
WBMNGWTRIP1 MS 070808
WBMNGWTR1P1 HS 070808 dill :20
PFBA
Concentration (ngAnL)
<0.0946
0.161
4.66
78.0
VoRecovery
NA
68.0'^'
98.5
82.4
PFPeA
Concentration (ngAnL)
<0.0356
0.237
5.02
91.7
VoRecovery
NA
97.8
104
94.5
PFHxA
Concentrafian (ngAnL)
<0.0371
0.169
4.60
71.1'"
VoRecovery
NA
72.9
99.3
76.7
PFHpA
Concentration (ngAnL)
<0.0300
0.261
4.84
96.5
VoRecovery
NA
104
96.8
96.5
3MUMSID
£06-0549-1402
E06-0549-1403
E06-0549-1404
£06-0549-1405
Descrqotibn
WBMN GWTRIP1 0 070808
WBMN GWTR1P1 LS 070808
WBMNGWTRIP1 MS 070808
WBMN GWTRIP1 HS 070808 dil1:20
PFOA
Concentration (ngAnL)
<0.0963
0.164
4.09
72.5
VoRecovery
NA
68.1'^'
85.0
75.3
PFNA
Concentration (ngAnL)
<0.0397
0.187
3.98
71.9
VoRecovery
NA
75.3
80.1
72.4
PFDA
Concentration (ngAnL)
<0.0492
0.172
3.52
60.3
^Recovery
NA
69.9
71.5
61.2'^'
PFUnA
Concentration (ngAnL)
<0.0493''"
0.223'"'
5.87'"'
87.1
VoRecovery
NA
90.4
119
88.3
3IMLJMS/D
£06-0549-1402
£06-0549-1403
£06-0549-1404
£06-0549-1405
Descrpthn
WBMN GWTRIP1 0 070808
WBMN GWTR1P1 LS 070808
WBMN GWTRIP1 MS 070808
WBMN GWTRIP1 HS 070808 dil1:20
PFDoA
Concentration (ngAnL)
<0.101
0.151
5.38
84.2
^Recovery
NA
59.7"'
106
85.4
PFBS
Concentration (ngAnL)
<0.0795
0.356
6.87
119
VoRecovery
NA
140'"
135'»
117
PFHS
Concentiration (ngAnL)
<0.0413
0.303
5.67
101
%Recovefy
NA
124
116
103
PFOS
Concentration (ngAnL)
<0.0245
0.296
5.99
104
VoRecovery
NA
116
117
101 NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. (2) FieM matiix spike recovery dM not meet metiiod acceptance criteria of 100% ± 30%. (3) Samples were bracketed by a GOV for PFHxA ttiat dM not meet method acceptance criteria of 100% + 25%. Recovery was 70.8%. (4) Samples were bracketed by a CCV for PFUnA ttiat dM not meet method acceptance criteria of 100% ± 25%. Recovery was 74.5%.
Page 38 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 10. WBMN GW S01PC (1)
3iyiUMSID
£06-0549-1406
£06-0549-1407
£06-0549-1408
£06-0549-1409
£06-0549-1410
Desavtion
WBMN GW SOI PC 0 070808
WBMN GW SOI PC DB 070808
WBMN GW SOI PC LS 070808
WBMN GW SOI PC MS 070808
WBMN GW S01 PC HS 070808
Average Concentration (ngAnL) ± %RPD
PFBA
Concentration (ngAnL)
0.635
0.617
0.861
1.46
5.01
VoRecovery
NA
NA
99.3
88.1
92.6
0.626 ng/mL± 2.9%
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.272
1.12
5.50
VoRecovery
NA
NA
112
115
113
<0.0356 ngAnL
PFHxA
Concentration (ngAnL)
0.233
0.252
0.421
1.15
4.23
NA
NA
77.0
97.9
86.0
0.242 n g ^ L t 7.8^
PFHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.247
1.09
4.79
VoRecovery
NA
NA
98.8
109
95.8
<0.0300 ngAnL
3MLIMSID
£06-0549-1406
£06-0549-1407
£06-0549-1408
£06-0549-1409
£06-0549-1410
Descrvtion
WBMN GW SOI PC 0 070808
WBMN GW SOI PC DB 070808
WBMN GW SOI PC LS 070808
WBMN GW SOI PC MS 070808
WBMN GW SOI PC HS 070808
Average Concentration (ngAnL) ± %RPD
PFOA
Concentration (ngAnL)
<0.0963
<0.0963
0.154
0.850
4.12
VoRecovery^
NA
NA
64.0'^'
88.3
85.6
<0.0963 ngAnL'
PFNA
Concentration (ngAnL)
<0.0397
<0.0397
0.171
0.856
4.54
VoRecovery
NA
NA
68.8'^'
86.2
91.4
<0.0397ngAnL<^
PFDA
Concentration (ngAnL)
<0.0492
<0.0492
0.153
0.786
3.53
^Recovery
NA
NA
62.2'^'
79.9
71.7
<0.0492ng^L''
PFIMA
Concentration
<0.0493
<0.0493
0.255
1.31
6.03
VoRecovery
NA
NA
103
133' '
122
<0.0493 ngAnL
Page 39 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 10 continued. WBMN GW SOIPC' (1)
3MLmiSID
£06-0549-1406
£06-0549-1407
£06-0549-1408
E06-0549-1409
E06-0549-1410
Desa^tion
WBMN GWS01PC 0 070808
WBMN GWS01PC DB 070808
WBMN GW SOI PC LS 070808
WBMN GW SOIPC MS 070808
WBMN GW SOI PC HS 070808
Average Concentrathn (ng/mL) ± %RPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
0.194
1.02
5.44
VoRecovery
NA
NA
76.7
101
108
<0.101 ng/mL
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.363
1.43
6.56
VoRecovery
NA
NA
143"'
141'^'
129
<0.079SngAnL'
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.292
1.13
5.39
VoRecovery
NA
NA
119
116
110
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.311
1.25
5.84
VoRecovery
NA
NA
121
122
114
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. (2) FieM matiix spike recovery dM not meet method acceptance criteria of 100% + 30%. (3) The analytical uncertainty has been adjusted for PFOA to 100% ± 36%, PFNA 100% ±31%, PFDA 100% ± 38%, and PFBS 100% + 43%.
Page 40 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 11. WBMN GW SOUS ;(1)
3UUMSID
£06-0549-1411
£06-0549-1412
£06-0549-1413
£06-0549-1414
Description
WBMN GW SOUS 0 070808
WBMN GW SOI JS DB 070808
WBMN GWS01JS LS 070808
WBMN GW SOUS HS 070808
Average Concentration (ngAnL) ± VoRPD
PFSA
Concentration (ngAnL)
<0.0946
<0.0946
0.190
4.21
<0.0946
VoRecovery
NA
NA
80.3
89.0
ngAnL
PFPeA
Concentrati'on (ngAnL)
<0.0356
<0.0356
0.243
4.74
<0.0356
VoRecovery
NA
NA
100
97.8
ng/inL
PFHxA
Concentration (ngAnL)
0.106
0.100
0.296
4.15
VoRecovery
NA
NA
83.3
87.3
0.103 ngAnLt 5.8%
PFHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.235
4.86
NA
NA
94.0
97.2
<0.0300 ngAnL
3MUMSID
£06-0549-1411
£06-0549-1412
£06-0549-1413
£06-0549-1414
Descrption
WBMN GW SOUS 0 070808
WBMN GW SOUS DB 070808
WBMN GW SOUS LS 070808
WBMN GW SOUS HS 070808
Average Concentration (ngAnL) ± VoRPD
PFOA
Concentration (ngAnL)
<0.0963
<0.0963
0.164
4.18
VoRecovery
NA
NA
68.1'''
86.8
<0.0963ngAnL<^
PFAM
Concentration (ngAnL)
<0.0397
<0.0397
0.197
3.91
VoRecovety
NA
NA
79.3
78.7
<0.0397 ngAnL
PFDA
Concentration (ngAnL)
<0.0492
<0.0492
0.191
3.73
VoRecovery
NA
NA
77.6
75.8
<0.0492 ngAnL
PFUnA
Concentration (ngAnL)
<0.0493
<0.0493
0.300
7.22
VoRecovery
NA
NA
122
146' '
<0.0493 ngAnL
Page 41 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 11 continued. WBMN GW SOUS' (1)
3MLIM$ID
£06-0549-1411
£06-0549-1412
£06-0549-1413
£06-0549-1414
Description
WBMN GWSOUS 0 070808
WBMN GWSOUS DB 070808
WBMN GW SOUS LS 070808
WBMN GW SOUS HS 070808
Average Concentration (ngAnL) ± VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
0.218
6.27
VoRecovery
NA
NA
86.2
124
<0.101 ngAnL
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.342
6.49
VoRecovery
NA
NA
135'='
128
<0.0795ngAnL<^
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.274
5.32
VoRecovery
NA
NA
112
109
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.312
5.69
VoRecovery
NA
NA
122
111
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. (2) FieM matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (3) Ttie analytical uncertainty has been adjusted for PFOA to 100% ± 32% and PFBS 100% ± 35%.
Page 42 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 12. WBMNGWWR3 (1)
SMLIMSID
£06-0549-1415
£06-0549-1416
£06-0549-1417
£06-0549-1418
Desaption
WBMN GW WR3 0 070808
WBMN GWWR3 DB 070808
WBMN GWWR3 LS 070808
WBMN GWWR3 HS 070808
Average Concenfration (ngAnL) ± VoRPD
PFBA
Concentration
<0.0946
<0.0946
0.171
4.36
VoRecovery
NA
NA
72.3
92.1
<0.0946ng*ni.
PFPeA
CorKentration (ngAnL)
<0.0356
<0.0356
0.235
4.87
VoRecovery
NA
NA
96.9
100
<0J)356 ngAnL
PFHxA
Concentration (ngAnL)
<0.0371
<0.0371
0.182
3.85
VoRecovery
NA
NA
78.5
83.1
<0.0371 ngAnL
PFHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.229
4.78
VoRecovery
NA
NA
91.6
95.6
<a.0300 ng/mL
3NIUMSID
£06-0549-1415
£06-0549-1416
£06-0549-1417
£06-0549-1418
Description
WBMN GW WR3 0 070808
WBMN GWWR3 DB 070808
WBMN GW WR3 LS 070808
WBMN GWWR3 HS 070808
Average Concentration (ngAnL) ± %RPD
PFOA
(ngAnL)
<0.0963
<0.0963
0.126
3.91
VoRecovery
NA
NA
52.3'='
81.2
<0.0963ngAnL^
PFNA
Concentration (ngAnL)
<0.0397
<0.0397
0.157
3.73
VoRecovery
NA
NA
63.2'='
75.1
<0.0397ngAnL'
PFDA
Concentrathn (ngAnL)
<0.0492
<0.0492
0.116
2.98
VoRecovery
NA
NA
47.2'='
60.6
<0.0492ngAnL<^
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.165
3.81
VoRecovery
NA
NA
66.9'='
77.3
<0.0986 ngAnL
Page 43 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 12 continued. WBMNGWWR3' (1)
3MLmiSID
£06-0549-1415
£06-0549-1416
£06-0549-1417
E06-0549-1418
Description
WBMN GW WR3 0 070808
WBMN GWWR3 DB 070808
WBMN GW WR3 LS 070808
WBMN GW WR3 HS 070808
Average Concentration (ngAnL) ± VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
<0.101
3.50
VoRecovery
NA
NA
* 69.2'='
Not Reported <
PFBS
CorKentration (ngAnL)
<0.0795
<0.0795
0.329
6.43
VoRecovery
NA
NA
130
127
<0.0795 ngAnL
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.261
5.21
VoRecovery
NA
NA
107
107
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.264
5.12
^Recovery
NA
NA
103
99.9
<0.0245ng^L
NA = Not Applicable * = FieM matrix spike recovery couM not be calculated as ttie sample result was not detected above tiie analytical LOQ. (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFUnA was re-analyzed on October 5,2007. (2) FieM matiix spike recovery did not meet mettiod acceptance criteria of 100% ± 30%. (3) TTie analytical uncertainty has been adjusted for PFOA to 100% ± 48%, PFNA 100% + 37%, and PFDA 100% ± 53%. (4) Sample results are not reportable since ttie recovery of most appropriate fieM mataix spike was <50%.
Page 44 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 13. WBMN GW S08JS (1)
PFBA PFPeA PFHxA PFHpA
3MLIMSID Desciption Concentration
("9AnL) VoRecovery Concentration
("9AnL) VoRecovery Concentration
("SAnL) VoRecovery Concentrathn
(ngAnL) VoRecovery
£06-0549-1419
£06-0549-1420
E06-0549-1421
£06-0549-1422
WBMN GW S08JS 0 070808
WBMN GW S08JS DB 070808
WBMN GW S08JS LS 070808
WBMN GW S08JS HS 070808
0.209
0.234
0.455
4.59
NA
NA
98.7
92.3
<0.0356
<0.0356
0.230
5.33
NA
NA
94.9
110
0.0966
0.0453
0.285
4.19
NA
NA
92.4
88.9
<0.0300
<0.0300
0.229
4.88
NA
NA
91.6
97.6
Average Concentrathn (ngAnL) ± VoRPD 0.222 ngAnLtHVo <0.0356 ngAnL 0.0710 ngAnL±72%'^ <0.0300 ngAnL
3MUMSID
£06-0549-1419
£06-0549-1420
£06-0549-1421
£06-0549-1422
Description
WBMN GW S08JS 0 070808
WBMN GW S08JS DB 070808
WBMN GW S08JS LS 070808
WBMN GW S08JS HS 070808
Average Concentration (ngAnL) ± %RPD
PFOA
Concentration (ngAnL)
<0.0963
<0.0963
0.129
4.18
VoRecovery
NA
NA
53.6'^'
86.8
<0.0963 ngAnU^
PFNA
CorKentration
<0.0397
<0.0397
0.169
4.10
%Recovery
NA
NA
68.0'^'
82.5
<0.0397n9*nL''*'
PhDA
Concentration (ngAnL)
<0.0492
<0.0492
0.155
3.71
VoRecovery
NA
NA
63.0'^'
75.4
<0.0492ngAnL'^
PFUnA
CorKentration (ngAnL)
<0.0986
<0.0986
0.233
4.99
VoRecovery
NA
NA
94.5
101
<0.0986ngAnL
Page 45 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 13 continued. WBMNGWS08JS' (1)
3MLIMSID
£06-0549-1419
£06-0549-1420
£06-0549-1421
£06-0549-1422
Description
WBMN GW S08JS 0 070808
WBMN GW S08JS DB 070808
WBMN GW S08JS LS 070808
WBMN GWS08JS HS 070808
Average Concentration (ng/mL) ± VoRPD
PFDoA
Concenfration (ngAnL)
<0.101
<0.101
0.190
4.29
VoRecovery
NA
NA
75.1
84.8
<0.101 ngAnL
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.320
6.55
VoRecovery
NA
NA
126
129
<0.0795ng4nL
PFHS
Concentr^ion (ngAnL)
<0.0413
<0.0413
0.262
5.54
VoRecovery
NA
NA
107
113
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.285
5.81
VoRecovery
NA
NA
111
113
<0.024S ngAnL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFUnA was-re-analyzed on October 5,2007. (2) The relative percent diflierence (RPD) dM not meet method acceptance criteria of S20%. (3) FieM matiix spike recovery dM not meet method acceptance criteria of 100% ± 30%. (4) The analytical uncertainty has been adjusted for PFOA to 100% ± 46%, PFNA 100% + 32%, and PFDA 100% + 37%.
Page 46 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 14. WBMN GW S08PC (1)
3MUMSID
£06-0549-1423
£06-0549-1424
£06-0549-1425
£06-0549-1426
Descrption
WBMN GW S08PC 0 070808
WBMN GW S08PC DB 070808
WBMN GW S08PC LS 070808
WBMN GW S08PC HS 070808
Average Concentration (ngAnL) ± VoRPD
PFBA
Concentration (ngAnL)
<0.0946
<0.0946
0.257
4.35
NA
NA
109
91.9
<0.0946 ngAnL
PFPeA
Concentrati'on (ngAnL)
<0.0356
<0.0356
0.249
5.07
VoRecovery
NA
hIA
103
105
<0.0356 ngAnL
PFHxA
Concentration (ngAnL)
<0.0371
<0.0371
0.239
4.21
VoRecovery
NA
NA
103
90.9
<0.0371 ngAnL
PFHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.246
4.58
VoRecovery
NA
NA
98.4
91.6
<0.0300 ngAnL
3MUMSID
£06-0549-1423
£06-0549-1424
E06-0549-1425
£06-0549-1426
Descrption
WBMN GW S08PC 0 070808
WBMN GW S08PC DB 070808
WBMN GW S08PC LS 070808
WBMN GW S08PC HS 070808
Average Concentration (ngAnL) ± %RPD
PFOA
Concentrathn (ngAnL)
<0.0963
<0.0963
0.178
4.04
VoRecovery
NA
NA
74.0
83.9
<0.0963 ngAnL
PFNA
Concentrathn (ngAnL)
<0.0397
<0.0397
0.177
4.21
VoRecovery
NA
NA
71.3
84.7
<0.0397 ngAnL
PFDA
CorKentration (ngAnL)
<0.0492
<0.0492
0.179
3.96
%Recovefy
NA
NA
72.8
80.5
<0.0492 ngAnL
PFlMiA
Concentration (ngAnL)
<0.0986
<0.0986
0.270
6.37
VoRecov&y
NA
NA
110
129
<0.0986 ngAnL
Page 47 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 14 continued. WBMN GW S08PC (1)
3MLIMSID
£06-0549-1423
£06-0549-1424
£06-0549-1425
E06-0549-1426
Descrption
WBMN GW S08PC 0 070808
WBMN GW S08PC DB 070808
WBMN GW S08PC LS 070808
WBMN GW S08PC HS 070808
Average Concentration (ngAnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
0.237
6.85
VoRecovery
NA
NA
93.7
135'='
<0.101 ngAnL
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.323
6.71
VoRecovery
NA
NA
127
132'='
<0.0795 ngAnL
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.275
5.55
VoRecovery
NA
NA
112
113
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.314
6.37
VoRecovery
NA
NA
123
124
<0.0245 ngAnL
NA= Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFUnA was re-analyzed on October 5,2007. (2) Field matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%.
Page 48 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 15. WBMN GW TRIP2 070809 (1)
3MUMSID
£06-0549-1427
E06-0549-1428
£06-0549-1429
£06-0549-1430
Desayytion
WBMN GWTR1P2 0 070809
WBMN GW TRIP2 LS 070809
WBMN GW TRIP2 MS 070809
WBMN GW TRIP2 HS 070809 dil 1:20
PFBA
Concentration (ngAnL)
<0.0946
0.140
4.58
82.3
VoRecovery
NA
59.2'='
96.8
87.0
PFPeA
Concentrathn
<0.0356
0.247
4.96
87.4
%Recovery
NA
102
102
90.1
PFHxA
Concentrathn (ngAnL)
<0.0371
0.175
3.96
76.3'^'
^Recovery
NA
75.5
85.5
82.3
PFHpA
Concentrathn (ngAnL)
<0.0300
0.233
4.82
93.6
%Recovery
NA
93.2
96.4
93.6
3liSUMSID
£06-0549-1427
E06-0549-1428
£06-0549-1429
£06-0549-1430
Descrption
WBMN GWTRIP2 0 070809
WBMN GWTRIP2 LS 070809
WBMN GWTR1P2 MS 070809
WBMN GWTR1P2 HS 070809 dil 1:20
PFOA
Concentration (ngAnL)
<0.0963
0.135
4.12
79.0
^Recovery
NA
56.1'='
85.6
82.0
PFNA
Concentration (ngAnL)
<0.0397
0.170
3.57
77.3
%Recoveiy
NA
68.4'='
71.9
77.8
PFDA
Conc&itration (ngAnL)
<0.0492
0.160
3.56
64.0
%Recoveiy
NA
65.0'='
72.4
65.0'='
PFUnA
Concentrathn (ngAnL)
<0.0986
0.249
5.69
93.7
^Recovery
NA
101
115
95.0
3MUMSID
£06-0549-1427
£06-0549-1428
£06-0549-1429
£06-0549-1430
Descrption
WBMN GWTRIP2 0 070809
WBMN GWTR1P2 LS 070809
WBMN GWTR1P2 MS 070809
WBMN GWTR1P2 HS 070809 dil 1:20
PFDoA
Concentration (ngAnL)
<0.101
0.187
5.28
79.9
VoRecovery
NA
73.9
104
81.0
PFBS
Concentrathn (ngAnL)
<0.0795
0.333
6.71
123
%Recovery
NA
131'='
132'='
121
PFHS
Concentrathn (ngAnL)
<0.0413
0.273
5.65
96.1
^Recovery
NA
112
116
98.3
PFOS
Concentration (ngAnL)
<0.0245
0.290
5.98
102
VoRecovery
NA
113
117
99.5
NA = Not Applk:able (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA and PFUnA were re-analyzed on October 5,2007. (2) Field matiix spike recovery did not meet method acceptance criteria of 100% ±30%. (3) Samples were bracketed by a CCV for PFHxA ttiat dM not meet method acceptance criteria of 100% + 25%. Recovery was 70.8%.
Page 49 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 16. WBMN GW S04PC' (1)
3IVILIMSID
£06-0549-1431
£06-0549-1432
E06-0549-1433
£06-0549-1434
Description
WBMN GW S04PC 0 070809
WBMN GW S04PC DB 070809
WBMN GW S04PC LS 070809
WBMN GW S04PC HS 070809
Average Concentration (ngAnL) ± %RPD
PFBA
Concentration (ngAnL)
0.529
0.507
0.693
4.98
VoRecovery
NA
NA
74.0
94.3
0.518 ngAnL± 4.2%
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.246
5.43
<0.0356
VoRecovery
NA
NA
101
112
ngAnL
PFHxA
Concentration (ngAnL)
<0.0371
0.0397
0.372
4.41
VoRecovery
NA
NA
143'='
94.3
0.0397 ngAnL'^^
PFHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.270
4.98
VoRecovery
NA
NA
108
100
<0.0300 ngAnL
3MUMSID
£06-0549-1431
E06-0549-1432
£06-0549-1433
£06-0549-1434
Description
WBMN GW S04PC 0 070809
WBMN GW S04PC DB 070809
WBMN GW S04PC LS 070809
WBMN GW S04PC HS 070809
Average Concentration (ngAnL) ± VoRPD
PFOA
ConccnOmOon
<0.0963
<0.0963
0.154
4.36
VoRecovery
NA
NA
64.0'='
90.6
<0.0963 ngAnW^
PFWA
Concentration (ngAnL)
<0.0397
<0.0397
0.178
4.64
NA
NA
71.7
93.4
<0.0397 ngAnL
PFDA
Concentrathn (ngAnL)
<0.0492
<0.0492
0.159
3.42
VoRecovery
NA
NA
64.6'='
69.5'='
<0.0492ngAnL<^
PFUnA
Concentration (ngAnU
<0.0986
<0.0986
0.222
4.89
VoRecovery
NA
NA
90.0
99.2
<0.0986 ngAnL
Page 50 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 16 continued. WBMN GW S04PC (1)
3MLIMSID
£06-0549-1431
£06-0549-1432
£06-0549-1433
E06-0549-1434
Descrpthn
WBMN GW S04PC 0 070809
WBMN GW S04PC DB 070809
WBMN GW S04PC LS 070809
WBMN GW S04PC HS 070809
Average Concentration (ngAnL) ± %RPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
0.109
4.46
VoRecovery
NA
NA
43.1'='
88.1
Not Reported'^
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.339
6.77
VoRecovery
NA
NA
133'='
133'='
<0.0795ngAnL''
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.280
5.56
VoRecovery
NA
NA
115
114
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.299
5.80
VoRecovery
NA
NA
117
113
<0.0245ng*iiL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA and PFUnA were re-analyzed on October 5,2007. (2) Field matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (3) Ttie sample and sample duplicate produced one result above the LOQ and one result beMw the LOQ. Tiie reported average concentrati'on represents only the result above the LOQ. A
tme average was not calculated. (4) The analytical uncertainty has been adjusted for PFHxA to 100% ± 43%, PFOA 100% ± 36%, PFDA 100% ± 35%, and PFBS 100% ± 33%. (5) Sample results are not reportable since ttie recovery of most appropriate field matiix spike was <50%.
Page 51 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 17. WBMN GW S04SP' d)
3MUMSID
£06-0549-1435
£06-0549-1436
£06-0549-1437
£06-0549-1456
£06-0549-1438
Desayithn
WBMN GWS04SP 0 070809
WBMN GW S04SP DB 070809
WBMN GW S04SP LS 070809
WBMNGWS04SP MS 070809
WBMN GW S04SP HS 070809
Average Concentrathn (ngAnL) ± VoRPD
PFBA
Concentration (ngAnL)
0.669
0.693
0.888
1.57
5.43
VoRecovery
NA
NA
87.5
93.9
100
0.681 ngAnL± 3.5%
PFPeA
Concentrathn (ngAnL)
<0.0356
<0.0356
0.264
1.12
5.51
<0.0356
VoRecovery
NA
NA
109
115
114
ng/mL
PFHxA
Concentration (ngAnL)
0.135
0.201
0.306
1.09
4.77
VoRecovery
NA
NA
59.6'='
92.6
99.3
0.168 ngAnLt 39%^ "
PFHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.275
1.19
5.88
VoRecovery
NA
NA
110
119
118
<0.0300 ngAnL
3MUMSID
£06-0549-1435
£06-0549-1436
£06-0549-1437
£06-0549-1456
£06-0549-1438
Description
WBMN GWS04SP 0 070809
WBMN GW S04SP DB 070809
WBMN GW S04SP LS 070809
WBMNGWS04SP MS 070809
WBMN GW S04SP HS 070809
Average Concentrathn (ngAnL) ± VoRPD
PFOA
Concentration (ngAnL)
<0.0963
<0.0963
0.184
0.911
4.74
VoRecovery
NA
NA
76.4
94.6
98.5
<0.0963 ngAnL
PFNA
Concentration
<0.0397
<0.0397
0.237
0.975
4.20
VoRecovery
NA
NA
95.4
98.1
84.5
<0.0397 ngAnL
PFDA
Concentration (ngAnL)
<0.0492
<0.0492
0.137
0.658
3.36
VoRecovery
NA
NA
55.7'='
66.9'='
68.3'='
<0.0492ngAnL '
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.173
0.812
4.12
VoRecovery
NA
NA
70.2
82.3
85.4
<0.0986ngAnL
Page 52 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3fd Quarter 2007
Table 17 continued. WBMN GW S04SP< id)
3MLMSID
£06-0549-1435
£06-0549-1436
£06-0549-1437
£06-0549-1456
£06-0549-1438
Description
WBMN GW S04SP 0 070809
WBMN GW S04SP DB 070809
WBMN GW S04SP LS 070809
WBMNGWS04SP MS 070809
WBMN GW S04SP HS 070809
Average Concenti-ation (ngAnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
0.116
0.792
4.21
VoRecovery
NA
NA
45.8'='
78.3'='
83.2'='
Not Reported <
PFBS
Concentrathn (ngAnL)
<0.0795
<0.0795
0.352
1.42
6.91
VoRecovery
NA
NA
139'='
140'='
136'='
<0.O795ngAnL '"
PFHS
Concentiration (ngAnL)
<0.0413
<0.0413
0.284
1.16
5.73
VoRecovery
NA
NA
116
119
117
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.282
1.11
5.60
VoRecovery
NA
NA
110
108
109
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA and PFUnA were re-analyzed on October 5,2007. (2) FieM matiix spike recovery dM not meet method acceptance criteria of 100% ± 30%. (3) The relative percent difference (RPD) dM not meet mettiod acceptance criteria of S20%. (4) The analytical uncertainty has been adjusted for PFHxA to 100% ± 40%, PFDA 100% + 44% and PFBS 100% ± 39%. (5) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50%.
Page 53 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 18. WBMN GW SOS JS' (1)
3MLIMSID
£06-0549-1439
£06-0549-1440
£06-0549-1441
E06-0549-1442
Descrmtion
WBMN GW S03JS 0 070809
WBMN GW S03JS DB 070809
WBMN GW S03JS LS 070809
WBMN GW S03JS HS 070809
Average Concentration (ng/mL) ± VoRPD
PFBA
CorKentrathn (ngAnL)
0.181
0.194
0.436
5.05
VoRecovery
NA
NA
105
103
0.188 ngAnL± 6.9%
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.283
5.60
VoRecovery
NA
NA
117
115
<0.0356 ngAnL
PFHxA
Concentrathn (ngAnL)
<0.0371
<0.0371
0.239
5.28
VoRecovery
NA
NA
103
114
<0.0371 ngAnL
PFHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.276
5.98
VoRecovery
NA
NA
110
120
<0.0300 ngAnL
3MLIMSID
£06-0549-1439
£06-0549-1440
£06-0549-1441
£06-0549-1442
Description
WBMN GW S03JS 0 070809
WBMN GW S03JS DB 070809
WBMN GWS03JS LS 070809
WBMN GW S03JS HS 070809
Average Concentration (ngAnL) ± VoRPD
PFOA
Concentration (ngAnL)
<0.0963
<0.0963
0.196
4.81
VoRecovery
NA
NA
81.4
100
<0.0963 ngAnL
PFNA
Concentiation (ngAnL)
<0.0397
<0.0397
0.206
4.86
VoRecovery
NA
NA
82.9
97.8
<0.0397 ngAnL
PFDA
Concentration (ngAnL)
<0.0492
<0.0492
0.166
3.88
VoRecovery
NA
NA
67.5'='
78.9
<0.0492ngAnL'
PFUnA
Concentrathn (ngAnL)
<0.0986
<0.0986
0.233
5.25
VoRecovery
NA
NA
94.5
106
<0.0986 ngAnL
Page 54 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 18 continued. WBMN GW S03JS* ;(1)
3MLIUSID
£06-0549-1439
£06-0549-1440
£06-0549-1441
E06-0549-1442
Descrption
WBMN GW S03JS 0 070809
WBMN GW S03JS DB 070809
WBMN GW S03JS LS 070809
WBMN GW S03JS HS 070809
Average Concentration (ngAnL) ± VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
0.178
5.48
VoRecovery
NA
NA
70.4
108
<0.101 ngAnL
PFBS
CorKentration (ngAnL)
<0.0795
<0.0795
0.348
7.07
VoRecovery
NA
NA
137'='
139'='
<0.0795ngAnL'^
PFHS
Concentrathn (ngAnL)
<0.0413
<0.0413
0.295
5.91
NA
NA
121
121
<0.0413 ngAnL
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
0.300
6.04
VoRecMvery
NA
NA
117
118
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA and PFUnA were re-analyzed on October 5,2007. (2) Field matiix spike recovery did not meet method acceptance criteria of 100% ± 30%. (3) The analytical uncertainty has tieen adjusted for PFDA to 100% + 32% and PFBS 100% ± 37%.
Page 55 of 207
Exygen Protocol P0002561; Interim Report #16 3IM Pralect E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 19. WBMNGWS03PC (1)
3MLmiSID
£06-0549-1443
£06-0549-1444
£06-0549-1445
£06-0549-1446
£06-0549-1447
Description
WBMN GW S03PC 0 070809
WBMN GW S03PC DB 070809
WBMN GW S03PC LS 070809
WBMN GW S03PC MS 070809
WBMN GWS03PC HS 070809
Average Concentration (ngAnL) ± VoRPD
PFBA
Concentration (ngAnL)
0.539
0.511
0.752
1.48
5.03
VoRecovery
NA
NA
95.9
101
95.2
0.525 ng*nL± 5.3%
PFPeA
Concentrathn (ngAnL)
<0.0356
<0.0356
0.296
1.11
5.26
VoRecovery
NA
NA
122
114
108
<0.0356 ngAnL
PFHxA
Concentrathn (ngAnL)
0.0568
0.158
0.256
1.06
4.64
VoRecovery
NA
NA
64.1'='
103
97.8
0.107 ngAnLt 94%^'^
PFHpA
Concentrathn (ngAnL)
<0.0300
<0.0300
0.284
1.24
5.60
VoRecovery
NA
NA
114
124
112
<0.0300 ngAnL
3MLmiSID
£06-0549-1443
£06-0549-1444
£06-0549-1445
£06-0549-1446
£06-0549-1447
Descrption
WBMN GW S03PC 0 070809
WBMN GW S03PC DB 070809
WBMN GW S03PC LS 070809
WBMN GW S03PC MS 070809
WBMN GW S03PC HS 070809
Average Concentration (ngAnL) ± %RPD
PFOA
Concmtrathn (ngAnL)
<0.0963
<0.0963
0.190
0.942
4.84
VoRecovery
NA
NA
78.9
97.8
101
<0.0963 ngAnL
PFNA
Concentrathn (ngAnL)
<0.0397
<0.0397
0.242
0.855
4.66
VoRecovery
NA
NA
97.4
86.1
93.8
<0.0397 ngAnL
PFDA
Concentrathn (ngAnL)
<0.0492
<0.0492
0.156
0.625
3.53
VoRecovery
NA
NA
63.4'='
63.5'='
71.7
<0.0492ngAnL ''
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.235
0.878
5.12
VoRecovery
NA
NA
95.3
89.0
104
<0.0986ngAnL
Page 56 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of IMjodbury Waste Site Groundwater Samples; 3fd Quarter 2007
Table 19 continued. WBMN GW S03PC' (1)
3MLMSID
£06-0549-1443
£06-0549-1444
E06-0549-1445
£06-0549-1446
£06-0549-1447
Desctption
WBMN GW S03PC 0 070809
WBMN GWS03PC DB 070809
WBMN GWS03PC LS 070809
WBMN GW S03PC MS 070809
WBMN GW S03PC HS 070809
Average Concentrathn (ngAnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
0.141
0.754
4.65
VoRecovery
NA
NA
55.7'='
74.5
91.9
<0.101 ng/mL
PFBS
Concentrathn (ngAnL)
<0.0795
<0.0795
0.362
1.45
6.72
VoRecovery
NA
NA
143'='
143'='
132'='
<0.0795ng^l.
PFHS
Concenfration (ngAnL)
<0.0413
<0.0413
0.303
1.15
5.58
VoRecovery
NA
NA
124
118
114
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.304
1.06
5.84
VoRecovery
NA
NA
119
103
114
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA, PFUnA and PFDoA were re-analyzed on October 5,2007. (2) FieM matiix spike recovery did not meet mettiod acceptance criteria of 100% ± 30%. (3) The relative percent difierence (RPD) dM not meet mettiod acceptance criteria of S20%. (4) The analytical uncertainty has been adjusted for PFHxA to 100% ± 36%, PFDA 100% ± 37% and PFBS 100% + 43%.
Page 57 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 20. WBMN GW S07PC (1)
3MUMSID
£06-0549-1448
E06-0549-1449
£06-0549-1450
£06-0549-1451
£06-0549-1452
Description
WBMN GW S07PC 0 070809
WBMN GW S07PC DB 070809
WBMN GW S07PC LS 070809
WBMN GW S07PC MS 070809
WBMN GW S07PC HS 070809
Average Concentrathn (ngAnL) ± VoRPD
PFSA
Concenti-ation (ngAnL)
0.742
0.711
0.991
1.60
5.68
VoRecovery
NA
NA
112
92.3
105
0.727 ngAnLt 4.3%
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.282
1.17
5.42
VoRecovery
NA
NA
116
121
112
<0.0356 ngAnL
PFHxA
Concentration (ngAnL)
<0.0371
<0.0371
0.191
1.02
5.06
VoRecovery
NA
NA
82.4
110
109
<0.0371 ngAnL
fVHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.257
1.32
5.65
VoRecov&y
NA
NA
103
132'='
113
<0.0300 ngAnL
3MLIMSID
E06-0549-1448
£06-0549-1449
£06-0549-1450
£06-0549-1451
E06-0549-1452
Description
WBMN GWS07PC 0 070809
WBMN GWS07PC DB 070809
WBMN GW S07PC LS 070809
WBMN GW S07PC MS 070809
WBMN GW S07PC HS 070809
Average Concentration (ngAnL) ± %RPD
PFOA
CorKentration (ngAnL)
<0.0963
<0.0963
0.183
1.02
4.91
VoRecovery
NA
NA
76.0
106
102
<0.0963 ngAnL
PFAM
Concentrathn (ngAnL)
<0.0397
<0.0397
0.208
0.946
4.83
VoRecovery
NA
NA
83.7
95.2
97.2
<0.0397 ngAnL
PFDA
Ccmcentration (ngAnL)
<0.0492
<0.0492
0.127
0.650
2.98
VoRecovery
NA
NA
51.6'='
66.1'='
60.6'='
<0.0492ngAnL'
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.154
0.723
3.81
VoRecovery
NA
NA
62.5'='
73.3
77.3
<0.0986ngAnL'
Page 58 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 20 continued. WBMNGWS07PC' (1)
3MUMSID
£06-0549-1448
£06-0549-1449
£06-0549-1450
£06-0549-1451
£06-0549-1452
Description
WBMN GW S07PC 0 070809
WBMN GW S07PC DB 070809
WBMN GW S07PC LS 070809
WBMN GW S07PC MS 070809
WBMN GW S07PC HS 070809
Average Concentration (ng/rnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
0.410
2.55
VoRecovery
NA
NA
* 40.5'='
50.4'='
Not Reported''^
PFBS
Concentrathn rn^hiy
<0.0795
<0.0795
0.331
1.45
7.04
%Recoveo'
NA
NA
130
143'='
139'='
<0.0795ng^L
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.278
1.21
5.91
VoRecovery
NA
NA
114
124
121
<0.0413 ngAnL
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
0.269
1.07
5.59
VoRecovery
NA
NA
105
104
109
<0.0245 ngAnL
NA = Not Applicable * = FieM matiix spike recovery could not be calculated as ttie sample result was not detected above the analytical LOQ. (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA, PFUnA and PFDoA were re-analyzed on October 5,2007 (2) FieM matiix spike recovery did not meet method acceptance criteria of 100% ± 30%. (3) The analytical uncertainty has been adjusted for PFDA to 100% + 48% and PFUnA 100% + 38%. (4) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50%.
Page 59 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 21. WBMN GW S07JS (i»
3Af L/MS/D
£06-0549-1453
£06-0549-1454
£06-0549-1455
£06-0549-1457
Description
WBMN GW S07JS 0 070809
WBMN GW S07JS DB 070809
WBMN GW S07JS LS 070809
WBMN GW S07JS HS 070809
Average Concentration (ngAnL) ± %RPD
PFBA
Concenti-ation (ngAnL)
<0.0946
<0.0946
0.186
4.64
VoRecovery
NA
NA
78.6
98.1
<0.0946 ngAnL
PFPeA
CorKentrathn (ngAnL)
<0.0356
<0.0356
0.250
5.33
VoRecovery
NA
NA
103
110
<0.0356n9*nL
PFHxA
Concentration (ngAnL)
<0.0371
<0.0371
0.247
4.77
VoRecovery
NA
NA
107
103
<0.0371 ngAnL
PFHpA
Concentration (ngAnL)
<0.0300
<0.0300
0.292
5.57
VoRecovery
NA
NA
117
111
<0.0300 ngAnL
m Lots ID
£06-0549-1453
£06-0549-1454
£06-0549-1455
£06-0549-1457
Descrvftion
WBMN GW S07JS 0 070809
WBMN GW S07JS DB 070809
WBMN GW S07JS LS 070809
WBMN GW S07JS HS 070809
Average Concentration (ngAnL) ± VoRPD
fVOA
Concentration (ngAnL)
<0.0963
<0.0963
0.174
4.78
VoRecovery
NA
NA
72.3
99.3
<0.0963 ngAnL
PFNA
CorKentration (ngAnL)
<0.0397
<0.0397
0 7??
3.93
VoRecovery
NA
NA
89.4
79.1
<0.0397 ngAnL
PFDA
CorKentration (ngAnL)
<0.0492
<0.0492
0.145
3.06
VoRecovery
NA
NA
58.9'='
62.2'='
<0.0492ngAnL'^
PFUnA
Concentrathn (ngAnL)
<0.0986
<0.0986
0.206
4.05
VoRecovery
NA
NA
83.6
82.1
<0.0986 ngAnL
Page 60 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 21 continued. WBMN GW S07JS' (1)
3MUMSID
£06-0549-1453
£06-0549-1454
£06-0549-1455
£06-0549-1457
Descrption
WBMN GW S07JS 0 070809
WBMN GW S07JS DB 070809
WBMN GW S07JS LS 070809
WBMN GWS07JS HS 070809
Average CorKentration (ngAnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
0.116
3.04
%Recovefy
NA
NA
45.8'='
60.1'='
iVot Reported"'
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.331
6.84
VoRecovery
NA
NA
130
135'='
<0.0795 ngAnL
PFHS
Concentrathn (ngAnL)
<0.0413
<0.0413
0.283
5.66
Vol^covery
NA
NA
116
116
<O.0413 ngAnL
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
0.289
5.49
VoRecovery
NA
NA
113
107
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA, PFUnA and PFDoA were re-analyzed on October 5,2007 (2) Field matiix spike recovery dM not meet method acceptance criteria of 100% ± 30%. (3) The analytical uncertainty has been adjusted for PFDA is 100% ± 41 %. (4) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50%.
Page 61 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 22. WBMN GW S07SP' (1)
3MUMSID
E06-0549-1458
£06-0549-1459
£06-0549-1460
£06-0549-1461
£06-0549-1462
Descripti'on
WBMN GW S07SP 0 070809
WBMN GW S07SP DB 070809
WBMN GW S07SP LS 070809
WBMN GW S07SP MS 070809
WBMN GW S07SP HS 070809
Average Concentrathn (ng/rnL) ± %RPD
PFBA
Concentrathn (ngAnL)
0.837
0.852
1.04
1.68
5.48
VoRecovery
NA
NA
82.6
88.3
98.0
0.845 ngAnL± 1.8%
PFPeA
Concentrathn (ngAnL)
<0.0356
<0.0356
0.286
1.07
5.24
VoRecovery
NA
NA
118
110
108
<0.0356 ngAnL
PFHxA
Concentration (ngAnL)
<0.0371
<0.0371
0.236
0.959
4.78
VoRecovery
NA
NA
102
103
103
<0.0371 ngAnL
PFHpA
Concentrathn (ngAnL)
<0.0300
<0.0300
0.279
1.18
5.50
VoRecovery
NA
NA
112
118
110
<0.0300 ngAnL
3MLMSiD
£06-0549-1458
£06-0549-1459
£06-0549-1460
£06-0549-1461
£06-0549-1462
Descrption
WBMN GW S07SP 0 070809
WBMN GW S07SP DB 070809
WBMN GW S07SP LS 070809
WBMN GW S07SP MS 070809
WBMN GW S07SP HS 070809
Average Concentration (ng/mL) ± %RPD
PFOA
Concentration (ngAnL)
<0.0963
<0.0963
0.192
0.893
4.83
VoRecovery
NA
NA
79.8
92.8
100
<0.O963 ngAnL
PFNA
CorKentration (ngAnL)
<0.0397
<0.0397
0.194
0.907
4.92
VoRecovery
NA
78.1
91.3
99.0
<0.0397 ngAnL
PFDA
Concentrathn (ngAnL)
<0.0492
<0.0492
0.153
0.628
3.30
VoRecovery
NA
NA
62.2'='
63.8'='
67.1'='
<0.0492ngAnL'
PFUnA
Concentrathn (ngAnL)
<0.0986
<0.0986
0.220
0.759
4.70
VoRecovery
NA
NA
89.2
77.0
95.3
<0.0986 ngAnL
Page 62 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 22 continued. WBMNGWS07SP' ,(1)
3MLMSID
£06-0549-1458
£06-0549-1459
£06-0549-1460
£06-0549-1461
£06-0549-1462
Descrption
WBMN GW S07SP 0 070809
WBMN GW S07SP DB 070809
WBMN GW S07SP LS 070809
WBMN GW S07SP MS 070809
WBMN GW S07SP HS 070809
Average Concentrathn (ng/rnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
0.143
0.510
4.11
VoRecovery
NA
NA
56.5'='
50.4'='
81.2
<0.101 ngAnL
PFBS
ConcentiTithn (ngAnL)
<0.0795
<0.0795
0.342
1.41
6.70
VoRecovery
NA
NA
135'='
139'='
132'='
<0.0795ngAnL'
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.296
1.16
5.83
VoRecovery
NA
NA
121
119
119
<0.0413 ngAnL
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
0.291
1.12
5.92
VoRecovery
NA
NA
114
109
116
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA, PFUnA and PFDoA were re-analyzed on October 5,2007 (2) FieM matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (3) Ttie analytical uncertainty has been adjusted for PFDA is 100% ± 38% and PFBS ± 35%.
Page 63 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 23. WBMN GW S06PC (1)
3MUMSID
£06-0549-1468
£06-0549-1469
£06-0549-1470
£06-0549-1471
£06-0549-1472
Descnption
WBMN GW S06PC 0 070809
WBMN GW S06PC DB 070809
WBMN GW S06PC LS 070809
WBMN GW S06PC MS 070809
WBMN GW S06PC HS 070809
Average Concentrathn (ng/mL) ± %RRD
PFBA
CorKentration (ngAnL)
0.819
0.815
1.02
1.76
5.99
VoRecovery
NA
NA
85.8
99.6
109
0.817 ngAnLt 0.49%
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.278
1.18
5.67
<0.0356
VoRecovery
NA
NA
115
122
117
ng/rnL
PFHxA
Concentration (ngAnL)
<0.0371
<0.0371
0.210
1.01
4.86
VoRecovery
NA
NA
90.6
109
105
<0.0371 ngAnL
PFHpA
Concentrathn (ngAnL)
<0.0300
<0.0300
0.302
1.17
5.58'='
VoRecovery
NA
NA
121
117
112
<0.0300 ngAnL
3MUIIASID
£06-0549-1468
£06-0549-1469
£06-0549-1470
£06-0549-1471
£06-0549-1472
Descrption
WBMN GW S06PC 0 070809
WBMN GW S06PC DB 070809
WBMN GWS06PC LS 070809
WBMN GWS06PC MS 070809
WBMN GWS06PC HS 070809
Average Concentration (ngAnL) ± VoRPD
PFOA
Concentration (ngAnL)
<0.0963
<0.0963
0.187
0.965
4.95
VoRecovery
NA
NA
77.7
100
103
<0.0963 ngAnL
PFNA
Concentration (ngAnL)
<0.0397
<0.0397
0.246
0.958
4.14
VoRecovery
NA
NA
99.0
96.4
83.3
<0.0397 ngAnL
PFDA
Concentration (ngAnL)
<0.0492
<0.0492
0.145
0.633
4.07
VoRecovery
NA
NA
58.9'"
64.3'"
82.7
<0.0492ngAnL'
PFUnA
Concentrathn (ngAnL)
<0.0986
<0.0986
0.195
0.839
4.40
VoRecovery
NA
NA
79.1
85.1
89.2
<0.0986 ngAnL
Page 64 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 23 continued. WBMN GW S06PC* >
3MUMSID
£06-0549-1468
£06-0549-1469
£06-0549-1470
£06-0549-1471
£06-0549-1472
Des i^ thn
WBMN GW S06PC 0 070809
WBMN GW S06PC DB 070809
WBMN GW S06PC LS 070809
WBMN GW S06PC MS 070809
WBMN GW S06PC HS 070809
Average Concentration (ng/mL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
0.632
3.14
%Recovefy
NA
NA
62.5'"
62.1'"
MotReportec/^
PFBS
CorKentration (ngAnL)
<0.0795
<0.0795
0.356
1.41
7.22
VoRecovery
NA
NA
140'"
139'"
142'"
<0.0795ngAnL'
PFHS
Concentrathn (ngAnL)
<0.0413
<0.0413
0.289
1.15
5.99
VoRecovery
NA
NA
118
118
122
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.296
1.12
6.52
VoRecovery
NA
NA
116
109
127
<0.0245ng^L
NA = Not Applicable * - FieM matiix spike recovery could not be calculated as ttie sample result was not detected above the analytical LOQ. (1) Samples were prepared August 21,2007 and analyzed September 2,2007. PFDA, PFUnA and PFDoA were re-analyzed on October 5,2007. (2) Samples were bracketed by a CCV for PFHpA tiiat did not meet method acceptance criteria of 100% + 25%. Recovery was 126%. (3) FieM matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (4) The analytical uncertainty has been adjusted for PFDA to 100% ± 41 % and PFBS 100% + 42%. (5) Sample results are not reportable since the recxivery of most appropriate fieM mataix spike was <50%.
Page 65 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 24. WBMN GW S06JS (1)
3MUMSID
£06-0549-1473
£06-0549-1474
£06-0549-1475
E06-0549-1476
Descrption
WBMN GWS06JS 0 070809
WBMN GW S06JS DB 070809
WBMN GW S06JS LS 070809
WBMN GW S06JS HS 070809
Average Concentration (ngAnL) ± VoRPD
PFBA
Concentrathn (ngAnL)
<0.0946
<0.0946
0.224
5.15
%Recovefy
NA
NA
94.7
109
<0.0946ng*iL
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.268
5.66
VoRecovery
NA
NA
111
117
<0.0356 ng/mL
PFHxA
Concentration (ngAnL)
<0.0232
<0.0232
0.197
4.58
VoRecovery
NA
NA
85.0
98.8
<0.0232 ngAnL
PFHpA
Concentrathn (ngAnL)
<0.0250'='
<0.0250'='
0.286'='
5.51'='
VoRecovery
NA
NA
114
110
<0.0250 ngAnL
3MLMSID
£06-0549-1473
£06-0549-1474
£06-0549-1475
£06-0549-1476
Description
WBMN GW S06JS 0 070809
WBMN GWS06JS DB 070809
WBMN GWS06JS LS 070809
WBMN GWS06JS HS 070809
Average Concentrathn (ngAnL) ± %RPD
PFOA
Concentrathn (ngAnL)
<0.0241
<0.0241
0.203
4.76
VoRecovery
NA
NA
84.3
98.9
<0.0241 ngAnL
PFNA
Concentrathn (ngAnL)
<0.0298
<0.0298
0.224
4.50
VoRecovery
NA
NA
90.2
90.6
<0.0298 ngAnL
PFDA
Concentration (ngAnL)
<0.0246
<0.0246
0.101
3.19
VoRecovery
NA
NA
41.1'"
64.8'"
NotReportecf"
PFUnA
Concentrathn (ngAnL)
<0.0986
<0.0986
0.171
4.08
VoRecovery
NA
NA
69.4'"
82.7
<0.0986 ngAnL
Page 66 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 24 continued. WBMNGWS06JS ;(1)
3MLIMSID
£06-0549-1473
£06-0549-1474
E06-0549-1475
£06-0549-1476
Descrption
WBMN GW S06JS 0 070809
WBMN GW S06JS DB 070809
WBMN GW S06JS LS 070809
WBMN GWS06JS HS 070809
Average Concentration (ngAnL) ± VoRPD
PFDoA
Concenlration (ngAnL)
<0.101
<0.101
<0.101
3.13
VoRecovery
NA
NA
* 61.9'"
NofReportec/"
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.367
7.29
%Recovery
NA
NA
144'"
144'"
<0.0795ng^L'^'
PFHS
Conceirtration (ngAnL)
<0.0413
<0.0413
0.312
6.25
VoRecovery
NA
NA
128
128
<O.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.309
6.00
VoRecovery
NA
NA
121
117
<0.0245 ngAnL
NA = Not Applicable * - FieM matrix spike recovery could not be calculated as tiie sample result was not detected above the analytical LOQ. (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) Samples were bracketed by a CCV for PFHpA that dM not meet method acceptance criteria of 100% ± 25%. Recovery was 126%. (3) FieM matrix spike recovery dM not meet method acceptance criteria of 100% ± 30%. (4) Sample resiAs are not reportable since the recovery of most appropriate fieM matiix spike was <50%. (5) Tiie analytical uncertainty has been adjusted forPFBS100%± 44%.
Page 67 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 25. WBMN GW S05JS' (1)
3MUMSID
E06-0549-1477
£06-0549-1478
£06-0549-1479
£06-0549-1480
Descrption
WBMN GW S05JS 0 070809
WBMN GW S05JS DB 070809
WBMN GW S05JS LS 070809
WBMN GW S05JS HS 070809
Average Concentrathn (ngAnL) ± VoRPD
PhBA
Concentration (ngAnL)
<0.0946
<0.0946
0.156
4.72
VoRecovery
NA
NA
65.9'='
99.7
<0.0946 ngAnL
PFPeA
Concentrathn (ngAnL)
<0.0356
<0.0356
0.221
5.26
VoRecovery
NA
NA
91.2
108
<0.0356 ngAnL
PFHxA
Concentrathn (ng/rnL)
<0.0232
<0.0232
0.204
4.18
VoRecovery
HA
NA
88.0
90.2
<0.0232 ngAnL
PFHpA
Concentration (ngAnL)
<0.0250
<0.0250
0.247
4.78
VoRecovery
NA
NA
98.8
95.6
<0.0250 ngAnL
3MUMSID
£06-0549-1477
£06-0549-1478
£06-0549-1479
£06-0549-1480
Description
WBMN GWS05JS 0 070809
WBMN GWS05JS DB 070809
WBMN GWS05JS LS 070809
WBMN GWS05JS HS 070809
Average Concentrathn (ngAnL) ± %RPD
PFOA
Conixntrathn (ngAnL)
<0.0241
<0.0241
0.158
4.36
VoRecovery
NA
NA
65.6'='
90.6
<0.0241 ngAnL^
PFNA
Concentration
<0.0298
<0.0298
0.197
4.29
VoRecovery
NA
NA
79.3
86.4
<0.0298 ngAnL
PFDA
Concentration (ngAnL)
<0.0246
<0.0246
0.117
3.54
%Recovefy
NA
NA
47.6'='
72.0
Wot Reported'*
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.226
4.79
VoRecovery
NA
NA
91.7
97.1
<0.0986 ngAnL
Page 68 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 25 continued. WBMN GW SOSJS' '
3MLmiSID
E06-0549-1477
E06-0549-1478
E06-0549-1479
E06-0549-1480
Description
WBMN GW S05JS 0 070809
WBMN GWS05JS DB 070809
WBMN GW S05JS LS 070809
WBMN GW S05JS HS 070809
Average Concentrathn (ngAnL) ± VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
0.174
4.21
VoRecovery
NA
NA
68.8'='
83.2
<0.101 ngAnL
PFBS
Concentrathn (ngAnL)
<0.0795
<0.0795
0.309
6.44
VoRecovery
NA
NA
122
127
<0.079S ngAnL
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.254
5.41
VoRecovery
NA
NA
104
111
<0.0413 ngAnL
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
0.275
5.62
VoRecovery
NA
NA
107
110
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 22,2007 and analyzed Septemtier 8,2007. (2) Field matrix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (3) The analytical uncertainty has been adjusted for PFOA to 100% ± 34%. (4) Sample results are not reportable since the recovery of most appropriate fieM matrix spike was <50%.
Page 69 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 26. WBMN GW TRIPS 070809 (1)
3MLIMSID
£06-0549-1481
£06-0549-1482
£06-0549-1483
£06-0549-1484
Descrption
WBMN GWTRIP3 0 070809
WBMN GWTRIP3 LS 070809
WBMN GW TRIP3 MS 070809
WBMN GWTRIP3 HS 070809 dil 1:20
PFBA
Concentration (ngAnL)
<0.0946
0.153
4.55
80.1
VoRecovery
NA
64.7'='
96.2
84.6
PFPeA
Concentration (ngAnL)
<0.0356
0.220
4.88
93.5
%Recovefy
NA
90.7
101
96.4
PFHxA
Concentrathn (ngAnL)
<0.0232
0.157
4.07
71.9
VoRecovery
NA
67.8'='
87.8
77.6
PFHpA
Concentrathn (ngAnL)
<0.0250
0.245
5.51
93.5
%Recovefy
NA
98.0
110
93.5
3IVILIMSID
£06-0549-1481
£06-0549-1482
£06-0549-1483
£06-0549-1484
Descrption
WBMN GW TR1P3 0 070809
WBMN GWTRIP3 LS 070809
WBMN GWTRIP3 MS 070809
WBMN GWTRIP3 HS 070809 dil1:20
PFOA
Concentrathn (ngAnL)
<0.0241
0.172
4.40
82.4
%Recoveiy
NA
71.5
91.4
85.6
PFNA
CorKentration (ngAnL)
<0.0298
0.203
4.59
78.4
%Recoveiy
NA
81.7
92.4
78.9
PhDA
Concentration (ngAnL)
<0.0246
0.109
3.41
65.5
%Recovery
NA
44.3'='
69.3'='
66.5'='
PFUnA
Concentrathn (ngAnL)
<0.0986
0.215
5.36
108
%Recovefy
NA
87.2
109
110
- - • •
3MLIMSID
£06-0549-1481
£06-0549-1482
£06-0549-1483
E06-0549-1484
Descrption
WBMN GWTRIP3 0 070809
WBMN GWTR1P3 LS 070809
WBMN GWTRIP3 MS 070809
WBMN GWTRIP3 HS 070809 dil1:20
PFDoA
Concentration (ngAnL)
<0.101
0.158
6.20
97.1
%Recovefy
NA
62.5'='
123
95.9
PFBS
Concentrathn (ngAnL)
<0.0795
0.325
6.57
114
%Recoveiy
NA
128
129
112
PFHS
Concentration (ngAnL)
<0.0413
0.285
5.68
100
VoRecovery
NA
117
116
102
PFOS
Concentrathn (ngAnL)
<0.0245
0.277
6.09
104
VoRecovery
NA
108
119
101
NA = Not Applicable (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery did not meet mettiod acceptance criteria of 100% ± 30%.
Page 70 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 27. WBMN GW MWH (1)
3MLIMSID
£06-0549-1488
£06-0549-1485
£06-0549-1486
£06-0549-1487
£06-0549-1489
Desi:rption
WBMN GW MWH RB 070810
WBMN GW MWH 0 070810
WBMN GW MWH DB 070810
WBMN GW MWH LS 070810
WBMN GW MWH HS 070810
Average Concentrathn (ngAnL) ± VoRPD
PFSA
Concentration (ngAnL)
<0.0946
<0.0946
<0.0946
0.176
4.54
<0.0946
VoRecovery
NA
NA
NA
74.4
95.9
ngAnL
PFPeA
CorKentration (ngAnL)
<0.0356
<0.0356
<0.0356
0.225
5.11
<0.0356
VoRecovery
NA
NA
NA
92.8
105
ng^L
PFHxA
Concentration (ngAnL)
<0.0232
<0.0232
<0.0232
0.185
4.13
VoRecovery
NA
NA
NA
79.8
89.1
<0.0232 ngAnL
PFHpA
Concentrathn (ngAnL)
<0.0250
<0.0250
<0.0250
0.245
4.86
VoRecovery
NA
NA
NA
98.0
97.2
<0.0250 ngAnL
3iyiUMSID
E06-0549-1488
£06-0549-1485
£06-0549-1486
£06-0549-1487
£06-0549-1489
Description
WBMN GW MWH RB 070810
WBMN GW MWH 0 070810
WBMN GW MWH DB 070810
WBMN GW MWH LS 070810
WBMN GW MWH HS 070810
Average Concenti-ation (ngAnL) ± %RPD
PFOA
Concentrathn (ngAnL)
<0.0241
<0.0241
<0.0241
0.152
4.72
VoRecovery
NA
NA
NA
63.1'='
98.0
<0.0241 ngAnL^
PFNA
Concentration (ngAnL)
<0.0298
<0.0298
<0.0298
0.208
4.03
VoRecovery
NA
NA
NA
83.7
81.1
<0.0298 ngAnL
PFDA
Concentrathn (ngAnL)
<0.0246
<0.0246
<0.0246
0.0906
3.17
^Recovefy
NA
NA
NA
36.8'='
64.4'='
NofReportec/*
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
<0.0986
0.154
3.74
VoRecovery
NA
NA
NA
62.5'='
75.8
<a0986 ngAnL"
Page 71 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 27continued. WBMN GWMWH' (1)
3MLmSID
E06-0549-1488
£06-0549-1485
£06-0549-1486
£06-0549-1487
£06-0549-1489
Description
WBMN GW MWH RB 070810
WBMN GW MWH 0 070810
WBMN GW MWH DB 070810
WBMN GW MWH LS 070810
WBMN GW MWH HS 070810
Average Concentration (ngAnL) ± %RPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
<0.101
2.81
VoRecovery
NA
NA
NA
* 55.5'='
Not Reportec/*'
PFBS
CorKentrathn (ngAnL)
<0.0795
<0.0795
<0.0795
0.337
6.34
VoRecovery
NA
NA
NA
133'='
125
<0.0795 ngAnL'
PFHS
Concentrathn (ngAnL)
<0.0413
<0.0413
<0.0413
0.266
5.38
VoRecovery
NA
NA
NA
109
110
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
<0.0245
0.273
5.54
NA
NA
NA
107
108
<0.0245 ngAnL
NA = Not Applicable RB= Rinse Blank * - FieM matrix spike recovery could not be calculated as ttie sample result was not detected above ttie analytical LOQ. (1) Samples vrere prepared August 22,2007 and analyzed September 8,2007. (2) Field matiix spike recovery did not meet method acceptance criteria of 100% ± 30%. (3) The analytical uncertainty has been adjusted for PFOA to 100% + 37%, PFUnA 00% ± 38%, and PFBS 100% ± 33%. (4) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50%.
Page 72 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 28. WBMNGWS05SP' (1)
3MUMSiD
£06-0549-1490
£06-0549-1491
£06-0549-1492
£06-0549-1493
Descrption
WBMN GWS05SP 0 070810
WBMN GW S05SP DB 070810
WBMN GW S05SP LS 070810
WBMN GWS05SP HS 070810
Average Concentiation (ngAnL) ± VoRPD
PFBA
Concentration (ngAnL)
0.857
0.828
1.03
5.50
VoRecovery
NA
NA
79.2
98.4
0.843 ngAnL± 3.4%
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.289
5.22
%Recovery
NA
NA
119
108
<0.0356ng^L
PFHxA
Concentrathn (ngAnL)
<0.0232
<0.0232
0.211
4.22
VoRecovery
NA
NA
91.1
91.1
<0.0232 ngAnL
PFHpA
Concentrathn (ngAnL)
<0.0250
<0.0250
0.246
5.00
VoRecovery^
NA
NA
98.4
100
<O.02S0 ngAnL
3MUMSID
£06-0549-1490
£06-0549-1491
£06-0549-1492
£06-0549-1493
Descripti'on
WBMN GW S05SP 0 070810
WBMN GWS05SP DB 070810
WBMN GW S05SP LS 070810
WBMN GW S05SP HS 070810
Average Concentration (ngAnL) ± VoRPD
PFOA
Concentrathn (ngAnL)
<0.0241
<0.0241
0.180
4.43
VoRecovery
NA
NA
74.8
92.0
<0.0241 ngAnL
PFNA
Concentrathn (ngAnL)
<0.0298
<0.0298
0.191
4.12
VoRecovery
NA
NA
76.9
82.9
<0.0298 ngAnL
PFDA
ConcentratKin (ngAnL)
<:0.0246
<0.0246
0.111
3.36
VoRecovery
NA
NA
45.1'='
68.3'='
NotReportetP
PFUnA
Concentrathn (ngAnL)
<0.0986
<0.0986
0.224
4.22
VoRecovery
NA
NA
90.9
85.6
<0.0986 ngAnL
Page 73 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 28 continued. WBMNGWS05SP' ,(1)
3MUMSID
E06-0549-1490
£06-0549-1491
£06-0549-1492
£06-0549-1493
Desi:rptmn
WBMN GWS05SP 0 070810
WBMN GW S05SP DB 070810
WBMN GW S05SP LS 070810
WBMN GW S05SP HS 070810
Average Concentrathn (ngAnL) ± %RPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
0.165
3.33
VoRecovery
NA
NA
65.2'='
65.8'='
<0.101 ngAnL
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.335
6.62
VoRecovery
NA
NA
132'='
130
<0.0795ngAnL"'
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.267
5.55
VoRecovery
NA
NA
109
113
<0.0413 ngAnL
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
0.314
5.71
VoRecovery
NA
NA
123
111
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) Field matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (3) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50% (4) Ttie analytical uncertainty has been adjusted for PFBS to 100% + 32%.
Page 74 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 29. WBMNGWS05PC (1)
3MLIMSID
£06-0549-1494
E06-0549-1495
£06-0549-1496
£06-0549-1497
Description
WBMN GWS05PC 0 070810
WBMN GW S05PC DB 070810
WBMN GW S05PC LS 070810
WBMN GW S05PC HS 070810
Average Concentrathn (ng/mL) ± VoRPD
PFBA
Concentration (ngAnL)
0.442
0.423
0.722
5.32
VoRecovery
NA
NA
122
103
0.433 ngAnLt 4.4%
fV=PeA
Concentration (ngAnL)
<0.0356
<0.0356
0.264
5.67
VoRecovery
NA
NA
109
117
<0.0356 ngAnL
PFHxA
Concentration (ngAnL)
<0.0232
<0.0232
0.237
4.68
%Recoveiy
NA
NA
102
101
<0.0232n9tnL
PFHpA
Concentration (ngAnL)
<0.0250
<0.0250
0.272
5.48
%Recovefy
NA
NA
109
110
<0.0250ng/hiL
3MUI\fSID
£06-0549-1494
£06-0549-1495
£06-0549-1496
£06-0549-1497
Descrption
WBMN GWS05PC 0 070810
WBMN GWS05PC DB 070810
WBMN GWS05PC LS 070810
WBMN GWS05PC HS 070810
Aveiage Concentrathn (ngAnL) ± VoRPD
PFOA
Concentrathn (ngAnL)
<0.0241
<0.0241
0.201
4.98
VoRecovery
NA
NA
83.5
103
<0.0241 ngAnL
PFNA
CorKentration (ngAnL)
<0.0298
<0.0298
0.221
4.55
VoRecovery
NA
NA
89.0
91.6
<0.0298 ngAnL
PFDA
Concentration (ngAnL)
<0.0246
<0.0246
0.108
4.33
VoRecovery
NA
NA
43.9'='
88.0
NotReportecP
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.272
6.09
VoRecovery
NA
NA
110
124
<0.0986 ngAnL
Page 75 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 29 continued. WBMN GW S05SPC (1)
3MLBitSID
£06-0549-1494
£06-0549-1495
£06-0549-1496
£06-0549-1497
Descrption
WBMN GWS05PC 0 070810
WBMN GWS05PC DB 070810
WBMN GW S05PC LS 070810
WBMN GW S05PC HS 070810
Average Concentrathn (ngAnL) ± VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
0.200
6.60
VoRecovery
NA
NA
79.1
130
<0.101 ngAnL
PFBS
Concentrathn (ngAnL)
<0.0795
<0.0795
0.360
7.15
VoRecovery
NA
NA
142'='
141'='
<0.0795ngAnL<^
PFHS
Concentrathn (ngAnL)
<0.0413
<0.0413
0.305
5.95
VoRecovery
NA
NA
125
122
<0.0413 ngAnL
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
0.310
6.26
VoRecovery
NA
NA
121
122
<0.0245 ngAnL
NA = Not Applicable (1) Samples were prepared August 22,2 07 and analyzed September 8,2007. (2) FieM matiix spike recovery did not meet method acceptance criteria of 100% ± 30%. (3) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50% (4) Ttie analytical uncertainty has been adjusted for PFBS to 100% ± 42%.
Page 76 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 30. WBMN GW MWG (1)
3MUMSID
E06-0549-1498
£06-0549-1499
£06-0549-1500
£06-0549-1501
Descqption
WBMN GW MWG 0 070810
WBMN GW MWG DB 070810
WBMN GW MWG LS 070810
WBMN GW MWG HS 070810
Average Concentratran (ngAnL) ± %RPD
PFBA
Concentrathn (ngAnL)
0.150
0.126
0.336
4.47
%Recovefy
NA
NA
83.7
91.5
0.138 ngAnLt 17%
PFPeA
Concentrathn (ngAnL)
<0.0356
<0.0356
0.259
5.21
VoRecovery
NA
NA
107
107
<0.0356ng*iL
PFHxA
Concentration (ngAnL)
<0.0232
<0.0232
0.198
3.82
VoRecovery
NA
NA
85.5
82.4
<0.0232 ngAnL
PFHpA
Concentration (ngAnL)
<0.0250
<0.0250
0.264
4.83
VoRecovery
NA
NA
106
96.6
<0.0250 ngAnL
3MLIMSID
£06-0549-1498
£06-0549-1499
£06-0549-1500
£06-0549-1501
Description
WBMN GW MWG 0 070810
WBMN GW MWG DB 070810
WBMN GW MWG LS 070810
WBMN GW MWG HS 070810
Average Concentrathn (ng/mL) ± VoRPD
PFOA
Concentrathn fng/htLj
<0.0241
<0.0241
0.213
3.94
VoRecovery
NA
NA
88.5
81.8
<0.0241 ngAnL
PFNA
Concentrathn (ngAnL)
<0.0298
<0.0298
0.192
3.70
VoRecovery
NA
NA
77.3
74.5
<0.0298 ngAnL
PFDA
Concentration (ngAnL)
<0.0246
<0.0246
0.115
2.95
%Recovery
NA
NA
46.7'='
60.0'='
Not Reported'^
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.191
3.66
VoRecovery
NA
NA
77.5
74.2
<0.0986 ngAnL
Page 77 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 30 continued. WBMN GW MWG 1)
3MLmiSID
£06-0549-1498
£06-0549-1499
£06-0549-1500
£06-0549-1501
Description
WBMN GW MWG 0 070810
WBMN GW MWG DB 070810
WBMN GW MWG LS 070810
WBMN GW MWG HS 070810
Av&age Concentration (ngAnL) ± VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
<0.101
2.84
VoRecovery
NA
NA
* 56.1
Not Reported' '
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.326
6.17
%Recove#y
NA
NA
128
121
<0.0795ng*nl.
PFHS
Concentratran (ngAnL)
<0.0413
<0.0413
0.309
5.16
VoRecovery
NA
NA
126
106
<0.0413 ngAnL
PFOS
Concerttifation (ngAnL)
0.0657
0.0604
0.309
5.25
VoRecovery
NA
NA
96.0
101
0.0631 ngAnL± 8.4%
NA = Not Applicable * - FieM matrix spike recovery could not be calculated as the sample result was not detected above the analytical LOQ. (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery dM not meet method acceptance criteria of 100% ±30%. (3) Sample results are not reportable since ttie recovery of most appropriate fieM matrix spike was <50%.
Page 78 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 31. WBMN GW TRIP4 070810' i(i)
3IVIUMSID
£06-0549-1502
£06-0549-1503
£06-0549-1504
£06-0549-1505
Descrption
WBMN GWTR1P4 0 070810
WBMN GWTR1P4 LS 070810
WBMN GWTR1P4 MS 070810
WBMN GWTR1P4 HS 070810 dil 1:20
PFBA
Concentration (ngAnL)
<0.0946
0.153
4.70
76.8
VoRecovery
NA
64.7'='
99.3
81.1
PFPeA
Concentration (ngAnL)
<0.0356
0.217
5.09
91.6
VoRecovery
NA
89.5
105
94.4
PFHxA
Concentrathn (ngAnL)
<0.0232
0.158
4.15
64.8
%Recove»y
NA
68.2'='
89.6
69.9
PFHpA
Concentration (ngAnL)
<0.0250
0.210
5.16
90.5
VoRecovery
NA
84.0
103
90.5
3MUMSID
£06-0549-1502
£06-0549-1503
£06-0549-1504
£06-0549-1505
Descrption
WBMN GW TRIP4 0 070810
WBMN GWTR1P4 LS 070810
WBMN GWTR1P4 MS 070810
WBMN GWTR1P4 HS 070810 dil 1:20
PFOA
Concentrathn (ngAnL)
<0.0241
0.144
4.62
86.2
%Recovefy
NA
59.8'='
96.0
89.5
PFNA
Concentrathn (ngAnL)
<0.0298
0.191
4.49
71.7
VoRecovery
NA
76.9
90.4
72.2
PFDA
Concentrathn (ngAnL)
<0.0246
0.0840
3.70
59.6
VoRecovery
NA
34.1'='
75.2
60.5'='
PFUnA
Concentration (ngAnL)
<0.0986
0.197
5.10
86.9
%Recovefy
NA
79.9
103
88.1
3MUMSID
£06-0549-1502
£06-0549-1503
£06-0549-1504
£06-0549-1505
Description
WBMN GWTR1P4 0 070810
WBMN GWTRIP4 LS 070810
WBMN GWTRIP4 MS 070810
WBMN GWTRIP4 HS 070810 dil 1:20
PFDoA
CorKentrathn (ngAnL)
<0.101
0.113
5.45
91.0
VoRecovery
NA
44.7'='
107
89.3
PFBS
Concentrathn (ngAnL)
<0.0795
0.296
6.72
116
%Recovery
NA
117
132'='
114
PFHS
Concentration (ngAnL)
<0.0413
0.257
5.63
98.9
VoRecovery
NA
105
115
101
PFOS
Concentrathn (ngAnL)
<0.0245
0.262
5.92
105
VoRecovery
NA
102
116
102
NA = Not Applicable (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery dM not meet method acceptance criteria of 100% ± 30%.
Page 79 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 32. WBMNGWS02JS' (1)
3MUMSID
£06-0549-1506
£06-0549-1507
£06-0549-1508
£06-0549-1509
Descrijptidn
WBMN GWS02JS 0 070810
WBMN GWS02JS DB 070810
WBMN GW S02JS LS 070810
WBMN GW S02JS HS 070810
Average Concentrathn (ng/mL) ± VoRPD
PFBA
Concentrathn (ngAnL)
<0.0946
<0.0946
0.192
3.79
VoRecovery
NA
NA
81.1
80.1
0.0946 ngAnL
PFPeA
CorKentration (ngAnL)
<0.0356
<0.0356
0.220
4.25
%Recoveiy
NA
NA
90.7
87.6
<0.0356ng*nL
PFHxA
Concentration (ngAnL)
0.0295
<0.0232
0.305
3.70
VoRecovery
NA
NA
119
79.2
0.0295 ngAnL*
PFHpA
Concentration (ngAnL)
<0.0250
<0.0250
0.267
4.17
VoRecovery
NA
NA
107
83.4
<0.0250 ngAnL
3MLmiSID
£06-0549-1506
E06-0549-1507
£06-0549-1508
£06-0549-1509
Descrption
WBMN GW S02JS 0 070810
WBMN GWS02JS DB 070810
WBMN GW S02JS LS 070810
WBMN GWS02JS HS 070810
Average Concentrathn (ngAnL) ± VoRPD
PFOA
Concentrathn (ngAnL)
<0.0241
<0.0241
0.182
3.79
VoRecovery
NA
NA
75.6
78.7
<0.0241 ngAnL
PFNA
CorKentration (ngAnL)
<0.0298
<0.0298
0.181
3.81
VoRecovery
NA
NA
72.9
76.7
<0.0298ng4nL
PFDA
Concentration (ngAnL)
<0.0246
<0.0246
0.132
2.73
VoRecovery
NA
NA
53.7'^'
55.5' '
<0.0246ng^L'*
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.271
4.34
VoRecovery
NA
NA
110
88.0
<0.0986 ngAnL
Page 80 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 32 continued. WBMNGWS02JS 1)
3MLIMSID
£06-0549-1506
£06-0549-1507
£06-0549-1508
£06-0549-1509
Descrption
WBMN GWS02JS 0 070810
WBMN GWS02JS DB 070810
WBMN GW S02JS LS 070810
WBMN GW S02JS HS 070810
Averse Concentration (ngAnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
0.216
4.74
VoRecovery
NA
NA
85.4
93.7
<0.101 ngAnL
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.320
5.43
VoRecovery
NA
NA
126
107
<0.0795 ngAnL
PFHS
Concentrathn (ngAnL)
<0.0413
<0.0413
0.254
4.64
VoRecovery
NA
NA
104
94.9
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.288
4.76
%Recovefy
NA
NA
112
92.9
<0.0245ng^L
NA = Not Applicable (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) Tiie sample and sample duplicate produced one result above tiie LOQ and one result below ttie LOQ. The reported average concenti:ation represents only ttie result above ttie LOQ. A
true average was not calculated. (3) FieM matrix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (4) Ttie analytical uncertainty has been adjusted for PFDA to 100% ± 46% and PFBS 100% ± 32%.
Page 81 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 33. WBMN GW S02PC (1)
3MLIMSID
£06-0549-1510
£06-0549-1511
£06-0549-1512
£06-0549-1513
£06-0549-1514
Description
WBMN GW S02PC 0 070810
WBMN GW S02PC DB 070810
WBMN GW S02PC LS 070810
WBMN GWS02PC MS 070810
WBMN GWS02PC HS 070810
Average Concentration (ngAnL) ± VoRPD
PFBA
Concentration (ngAnL)
1.21
1.30
1.47
2.13
5.46
VoRecovery
NA
NA
90.9
92.5
88.9
1.26 ngAnLt 7.2%
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.269
1.10
4.84
VoRecovery
NA
NA
111
113
100
<0.0356 ngAnL
PFHxA
Concentrathn (ngAnL)
<0.0232
<0.0232
0.225
0.911
3.96
<0.0232
VoRecovery
NA
NA
97.1
98.3
85.5
ngAnL
PFHpA
Concentrathn (ngAnL)
<0.0250
<0.0250
0.243
1.15
4.98
VoRecovery^
NA
NA
97.2
115
100
<0.0250 ngAnL
3MLUSID
£06-0549-1510
£06-0549-1511
E06-0549-1512
£06-0549-1513
£06-0549-1514
Descrption
WBMN GW S02PC 0 070810
WBMN GWS02PC DB 070810
WBMN GW S02PC LS 070810
WBMN GW S02PC MS 070810
WBMN GWS02PC HS 070810
Average Concenfration (ngAnL) ± VoRPD
PFOA
Concentrathn (ngAnL)
<0.0241
<0.0241
0.175
0.901
4.39
%Recovefy
NA
NA
72.7
93.6
91.2
<0.0241 ngAnL
PFNA
Concentrathn (ngAnL)
<0.0298
<0.0298
0.192
0.882
4.19
%Recovefy
NA
NA
77.3
88.8
84.3
<0.0298ngtoL
PFDA
Concentrathn (ngAnL)
<0.0246
<0.0246
0.0866
0.740
3.56
VoRecovery
NA
NA
35.2'='
75.2
72.4
NofReportedf*
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.227
1.09
4.92
VoRecovery
NA
NA
92.1
111
100
<0.0986 ngAnL
Page 82 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3nj Quarter 2007
Table 33 continued. WBMN GW S02PC< >
3MLIMSID
£06-0549-1510
E06-0549-1511
£06-0549-1512
£06-0549-1513
£06-0549-1514
Description
WBMN GWS02PC 0 070810
WBMN GWS02PC DB 070810
WBMN GW S02PC LS 070810
WBMN GWS02PC MS 070810
WBMN GWS02PC HS 070810
Average Concentrathn (ng/mL) ± VoRPU
PFDoA
Ccjncentrathn (ngAnL)
<0.101
<0.101
0.168
1.16
4.67
VoRecovery
NA
NA
66.4'='
115
92.3
<0.101 ngAnL
PFBS
CorKentrathn (ngAnL)
<0.0795
<0.0795
0.302
1.35
6.20
VoRecovery
NA
NA
119
133'='
122
<0.0795n9*nL
PFHS
Concentrathn (ngAnL)
0.0458
<0.0413
0.302
1.14
5.26
VoRecovery
NA
NA
105
112
107
0.0458 ngAnU"
PFOS
Ccutcentrati'on (ngAnL)
<0.0245
<0.0245
0.266
1.14
5.25
VoRecovery
NA
NA
104
111
102
<0.024 ngAnL
NA = Not Applicable (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matrix spike recovery dM not meet metticM acceptance criteria of 100% ± 30%. (3) Sample results are not reportable since ttie recovery of most appropriate fieM matiix spike was <50%. (4) The sample and sample duplicate produced one result above ttie LOQ and one result below the LOQ. The reported average concentiation represents only the result above the LOQ. A
tnje average was not calculated.
Page 83 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 34. WBMN GW S02DR< (1)
3MUMSID
£06-0549-1515
£06-0549-1516
£06-0549-1517
E06-0549-1518
£06-0549-1519
Descrption
WBMN GW S02DR 0 070810
WBMN GW S02DR DB 070810
WBMN GW S02DR LS 070810
WBMN GW S02DR MS 070810
WBMN GW S02DR HS 070810
Average Concentiation (ngAnL) ± %RPD
PFBA
Concentration (ngAnL)
0.542
0.553
0.783
1.44
5.00
VoRecovery
NA
NA
99.5
94.3
94.1
0.548 ngAnL ±2.0%
PhPeA
Concentrathn (ngAnL)
<0.0356
<0.0356
0.274
1.14
5.28
VoRecovery
NA
NA
113
118
109
<0.0356 ngAnL
PFHxA
Concentration (ngAnL)
<0.0232
<0.0232
0.228
0.907
4.20
VoRecovery
NA
NA
98.4
97.9
90.6
<0.0232 ngAnL
PFHpA
Concentration (ngAnL)
<0.0250
<0.0250
0.281
1.12
5.27
VoRecovery
NA
NA
112
112
105
<0.02S0 ngAnL
3MUMSID
E06-0549-1515
£06-0549-1516
£06-0549-1517
£06-0549-1518
E06-0549-1519
Description
WBMN GWS02DR 0 070810
WBMN GW S02DR DB 070810
WBMN GWS02DR LS 070810
WBMN GWS02DR MS 070810
WBMN GW S02DR HS 070810
Average Concentrathn (ngAnL) ± VoRPD
PFOA
Concentration (ngAnL)
<0.0241
<0.0241
0.240
0.959
4.60
VoRecovery
NA
NA
99.7
99.6
95.6
<0.0241 ngAnL
PFNA
Concentrathn (ngAnL)
<0.0298
<0.0298
0.214
0.941
4.67
VoRecovery
NA
NA
86.2
94.7
94.0
<0.0298 ngAnL
PFDA
Concentrathn (ngAnL)
<0.0246
<0.0246
0.112
0.643
3.69
VoRecovery
NA
NA
45.5'='
65.3
75.0
NotReportecP
PFUnA
Concentrathn (ngAnL)
<0.0986
<0.0986
0.214
0.994
4.94
VoRecovery
NA
NA
86.8
101
100
<0.0986 ngAnL
Page 84 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 34 continued. WBMN GW S02DR' id)
3MLKI/ISID
£06-0549-1515
£06-0549-1516
£06-0549-1517
£06-0549-1518
£06-0549-1519
Descrption
WBMN GWS02DR 0 070810
WBMN GWS02DR DB 070810
WBMN GW S02DR LS 070810
WBMN GW S02DR MS 070810
WBMN GWS02DR HS 070810
Average Concentration (ng/mL) ± VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
<0.101
0.740
3.77
VoRecovery
NA
NA
73.1
74.5
NotReportecP
PFBS
CorKentrathn (ngAnL)
<0.0795
<0.0795
0.350
1.39
6.46
VoRecovery
NA
NA
138'='
137'='
127
<0.0795ngAnL'''
PFHS
Concentrathn (ngAnL)
0.0479
0.0477
0.351
1.19
5.55
VoRecovery
NA
NA
124
117
113
0.0478 ngAnLt 0.42%
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
0.287
1.11
5.57
VoRecovery
NA
NA
112
108
109
<0.024S ngAnL
NA = Not Applicable * - FieM matrix spike recovery could not be calculated as the sample resutt was not detected above the analytical LOQ. (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery dM not meet method acceptance criteria of 100% + 30%. (3) Sample results are not reportable since the recovery of most appropriate fieM matrix spike was <50%. (4) The analytical uncertainty has been adjusted for PFBS to 100% ± 38%.
Page 85 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 35. WBMN GW S09JS' (1)
3MUMSID
£06-0549-1523
£06-0549-1520
£06-0549-1521
£06-0549-1522
£06-0549-1524
Descrption
WBMN GW S09JS RB 070810
WBMN GWS09JS 0 070810
WBMN GW S09JS DB 070810
WBMN GW S09JS LS 070810
WBMN GWS09JS HS 070810
Average Concentrathn (ngAnL) ± VoRPD
PFBA
Concentrathn (ngAnL)
<0.0946
<0.0946
<0.0946
0.174
3.76
VoRecovery
NA
NA
NA
73.5
79.5
<0.0946 ngAnL
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
<0.0356
0.250
4.46
VoRecovery
NA
NA
NA
103
92.0
<0.0356 ngAnL
PFHxA
Concentration (ngAnL)
<0.0232
<0.0232
0.0971
0.271
3.58
VoRecovery
NA
NA
NA
75.1
75.2
<0.0232 ngAnL
PFHpA
Concentration (ngAnL)
<0.0250
<0.0250
<0.0250
0.287
4.88
<0.0250
VoRecovery^
NA
NA
NA
115
97.6
ngAnL
3MLIMSID
£06-0549-1523
£06-0549-1520
£06-0549-1521
£06-0549-1522
£06-0549-1524
Descrption
WBMN GWS09JS RB 070810
WBMN GW S09JS 0 070810
WBMN GWS09JS DB 070810
WBMN GW S09JS LS 070810
WBMN GWS09JS HS 070810
Average Concentration (ngAnL) ± VoRPD
PFOA
Concentration (ngAnL)
<0.0241
<0.0241
<0.0241
0.191
4.13
VoRecovery
NA
NA
NA
79.4
85.8
<0.0241 ngAnL
PFNA
Concentration (ngAnL)
<0.0298
<0.0298
<0.0298
0.215
4.13
VoRecovery
NA
NA
NA
86.6
83.1
<0.0298 ngAnL
PFDA
Concentration (ngAnL)
<0.0246
<0.0246
<0.0246
0.121
3.48
VoRecovery
NA
NA
NA
49.2'='
70.7
Not Reported''
PFUnA
Concentrathn (ngAnL)
<0.0986
<0.0986
<0.0986
0.283
4.47
VoRecovery
NA
NA
NA
115
90.7
<0.0986 ngAnL
Page 86 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 35 continued. WBMN GW S09JS' :m
3MLIMSID
£06-0549-1523
£06-0549-1520
£06-0549-1521
£06-0549-1522
£06-0549-1524
Descrption
WBMN GWS09JS RB 070810
WBMN GW S09JS 0 070810
WBMN GW S09JS DB 070810
WBMN GW S09JS LS 070810
WBMN GWS09JS HS 070810
Average Concentrathn (ngAnL) ± VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
<0.101
0.229
5.17
VoRecovery
NA
NA
NA
90.5
102
<0.101 ngAnL
PFBS
Concentrathn (ngAnL)
<0.0795
<0.0795
<0.0795
0.338
5.83
%Recove#y
NA
NA
NA
133'='
115
<O.O795nfi0nL'*
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
<0.0413
0.272
4.76
VoRecovery
NA
NA
NA
111
97.3
<0.0413 ngAnL
PFOS
Concentrathn (ngAnL)
<0.0245
<0.0245
<0.0245
0.305
5.03
VoRecovery
NA
NA
NA
119
98.1
<0.0245 ngAnL
NA = Not Applicable RB = Rinse Blank (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery dM not meet method acceptance criteria of 100% ± 30%. (3) Sample results are not reportable since tiie recovery of most appropriate fieM matiix spike was <50%. (4) The analytical uncertainty has been adjusted for PFBS to 100% ± 33%.
Page 87 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 36. WBMN GW MW4U (1)
3MLIMSID
E06-0549-1525
£06-0549-1526
£06-0549-1527
£06-0549-1528
£06-0549-1529
Description
WBMN GW MW4L 0 070810
WBMN GW MW4L DB 070810
WBMN GW MW4L LS 070810
WBMN GW MW4L MS 070810
WBMN GW MW4L HS 070810
Average Concentrathn (ng/rnL) ± %RPD
PFSA
Concentration (ngAnL)
0.673
0.613
0.798
1.39
4.51
VoRecovery
NA
NA
NC
78.9
81.7
0.643 ngAnL± 9.3%
PFPeA
CorKentration (ngAnL)
<0.0356
<0.0356
0.288
1.10
5.33
<0.0356
VoRecovery
NA
NA
119
113
110
ng/mL
PFHxA
Concentrathn (ngAnL)
<0.0232
0.0251
0.185
0.785
4.35
VoRecovery
NA
NA
69.0'='
82.0
93.3
0.025* ngAnL'^'^
PFHpA
Concentration (ngAnL)
<0.0250
<0.0250
0.257
1.07
5.36
VoRecovery
NA
NA
103
107
107
<0.0250 ngAnL
3MLUi»SID
£06-0549-1525
£06-0549-1526
£06-0549-1527
£06-0549-1528
£06-0549-1529
Description
WBMN GW MW4L 0 070810
WBMN GW MW4L DB 070810
WBMN GW MW4L LS 070810
WBMN GW MW4L MS 070810
WBMN GW MW4L HS 070810
Aveiage Conc&itration (ngAnL) ± VoRPD
PFOA
Concenfratfon (ngAnL)
<0.0241
<0.0241
0.212
0.980
4.69
VoRecovery
NA
NA
88.1
102
97.4
<0.0241 ngAnL
PFNA
Concentrathn (ngAnL)
<0.0298
<0.0298
0.209
1.06
4.72
VoRecovery
NA
NA
84.1
107
95.0
<0.0298 ngAnL
PFDA
Concentration (ngAnL)
<0.0246
<0.0246
0.0930
0.682
3.52
VoRecovery
NA
NA
37.8'='
69.3'='
71.5
NotReporte</^
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.190
0.85
4.49
VoRecovery
NA
NA
77.1
86.4
91.1
<0.0986 ngAnL
Page 88 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 36 continued. WBMN GW MW4L' (1)
3MLMSID
E06-0549-1525
£06-0549-1526
£06-0549-1527
£06-0549-1528
£06-0549-1529
Description
WBMN GW MW4L 0 070810
WBMN GW MW4L DB 070810
WBMN GW MW4L LS 070810
WBMN GW MW4L MS 070810
WBMN GW MW4L HS 070810
Average CorKentration (ng/rnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
0.534
3.33
VoRecovery
NA
NA
* 52.8'='
65.8'='
NotReporte<P
PFBS
ConcentratKin (ngAnL)
0.192
0.173
0.507
1.51
6.50
VoRecovery
NA
NA
128
131'='
124
0.183 ngAnLt 10%
PFHS
Concentration (ngAnL)
0.368
0.367
0.618
1.47
5.76
VoRecovery
NA
NA
102
113
110
0.368 ngAnL± 0.27%
PFOS
Concentrathn (ngAnL)
0.119
0.107
0.353
1.20
5.40
VoRecovery
NA
NA
93.7
106
103
0.113 ngAnL± 11%
NA = Not Applicable NO = Not Calculated - Endogenous sample concenti'ation is greater tiian 2x spike level. * - FieM matrix spike recoveiy couM not be calculated as tiie sample result was not detected above the analytical LOQ. (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery dM not meet method acceptance criteria of 100% ± 30%. (3) The sample and sample duplk:ate produced one result above the LOQ and one result below the LOQ. The reported average concentiation represents only ttie result above the LOQ. A
true average was not calculated. (4) The analytical uncertainty has been adjusted for PFHxA to 100% ± 31 %. (5) Sample results are not reportable since ttie recovery of most appropriate fieM matiix spike was <50%.
Page 89 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 37. WBMN GW TRIPS 070813' (1)
3MUMSID
£06-0549-1530
£06-0549-1531
£06-0549-1532
E06-0549-1533
Description
WBMN GWTRIP5 0 070813
WBMN GWTRIP5 LS 070813
WBMN GWTRIP5 MS 070813
WBMN GWTR1P5 HS 070813 dill -.20
PFSA
Concentration (ngAnL)
<0.0946
0.141
4.59
76.1
VoRecovery
NA
59.6'='
97.0
60.4
PFPeA
Concenfration (ngAnL)
<0.0356
0.244
5.04
84.0
%Recovefy
NA
101
104
66.6
PFHxA
Concentration (ngAnL)
<0.0232
0.166
4.21
65.2
%Recovefy
NA
71.6
90.9
70.3
PFHpA
Concentrathn (ngAnL)
<0.0250
0.224
5.46
89.7
VoRecovery
NA
89.6
109
89.7
3MLfMS/D
£06-0549-1530
£06-0549-1531
£06-0549-1532
E06-0549-1533
Descrption
WBMN GWTRIP5 0 070813
WBMN GW TR1P5 LS 070813
WBMN GWTR1P5 MS 070813
WBMN GW TRIPS HS 070813 dil V.20
PFOA
Concentrathn (ngAnL)
<0.0241
0.163
4.73
76.6
%Recovefy
NA
67.7'='
98.3
79.5
PFWA
Concentrathn (ngAnL)
<0.0298
0.185
5.05
75.4
%Recovefy
NA
74.5
102
75.9
PFDA
Concentrathn (ngAnL)
<0.0246
0.120
3.80
65.5
VoRecovery
NA
48.8'='
77.2
66.5'='
PFUnA
Concentration (ngAnL)
<0.0986
0.264
5.26
91.1
VoRecovery
NA
107
107
92.4
3MLIMSID
£06-0549-1530
£06-0549-1531
£06-0549-1532
£06-0549-1533
Descnptfon
WBMN GWTRIP5 0 070813
WBMN GWTRIP5 LS 070813
WBMN GWTRIP5 MS 070813
WBMN GWTRIP5 HS 070813 dil1:20
PFDoA
Concentration (ngAnL)
<0.101
0.117
6.31
82.8
%Recovefy
NA
46.2'='
125
81.8
PFBS
Concentration (ngAnL)
<0.0795
0.311
6.42
107
%Recovefy
NA
122
126
105
PFHS
Concentrathn (ngAnL)
<0.0413
0.262
5.49
93.8
VoRecovery
NA
107
112
95.9
PFOS
CorKentiTition (ngAnL)
<0.0245
0.255
5.54
97.6
VoRecovery
NA
100
108
95.2
NA = Not Applicable (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery dM not meet method acceptance criteria of 100% + 30%.
Page 90 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 38. WBMN GW B1 (1)
3MLIMSID
£06-0549-1534
E06-0549-1535
£06-0549-1536
£06-0549-1537
Descrption
WBMN GWB1 0 070813
WBMN GWB1DB 070813
WBMN GWB1LS 070813
WBMN GWB1HS 070813
Average Concentration (ngAnL) ± VoRPD
PFSA
Concentrathn (ngAnL)
1.67
1.65
1.82
5.34
VoRecovery
NA
NA
NC
77.8
1.66 ngAnLt 1.2%
PFPeA
Concentiration (ngAnL)
0.494
0.477
0.729
5.25
VoRecovery
NA
NA
100
98.3
0.486 ngAnL± 3.5%
PFHxA
Concentration (ngAnL)
0.824
0.832
0.927
4.74
VoRecovery
NA
UA
NC
84.4
0.828 ng^L± 1.0%
PFHpA
Concentration (ngAnL)
0.106
0.109
0.399
5.04
VoRecovery
NA
NA
117
98.7
0.108 ngAnLt 2.8%
3MLmSID
£06-0549-1534
£06-0549-1535
£06-0549-1536
£06-0549-1537
Description
WBMN GWB1 0 070813
WBMN GWB1DB 070813
WBMN GWB1LS 070813
WBMN GWB1HS 070813
Average Concentration (ngAnL) i VoRPD
PFOA
Concentrathn (ngAnL)
1.41
1.33
1.59
5.95
VoRecovery
NA
NA
NC
95.1
1.37 ngAnLt 5.8%
PFNA
CorKentration (ngAnL)
<0.0298
<0.0298
0.172
4.15
VoRecovery
NA
NA
69.2'='
83.5
<0.0298 ngAnL'
PFDA
Concentrathn (ngAnL)
<0.0246
<0.0246
0.0624
3.11
VoRecovery
NA
NA
25.4'='
63.2'='
NotR^Mrter/^
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.115
3.78
VoRecovery
NA
NA
46.6'='
76.7
NotReportedP
Page 91 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 38 continued. WBMN GW B1 (1)
3MLIMSID
£06-0549-1534
£06-0549-1535
£06-0549-1536
£06-0549-1537
Descrption
WBMN GWB1 0 070813
WBMN GWB1DB 070813
WBMN GWB1LS 070813
WBMN GWB1HS 070813
Average CorKentration (ngAnL) i VoRPD
PFDoA
Concentration (ngAnL)
<0.101
<0.101
<0.101
1.66
VoRecovery
NA
NA
* 32.8'='
NotReporte(P
PFBS
CorKentration (ngAnL)
1.93
1.94
2.16
7.60
VoRecovery
NA
NA
NC
112
1.94 ngAnLt 0.52%
PFHS
Concentrathn (ngAnL)
1.53
1.55
1.75
6.51
VoRecovery
NA
NA
NC
102
1.54 ngAnLt 1.3%
PFOS
Concentrathn (ngAnL)
0.0412
0.0362
0.259
4.88
VoRecovery
NA
NA
86.0
94.5
0.0387 ngAnLt 13%
NA = Not Applicable NC = Not Calculated - Endogenous sample concentiation is greater ttian 2x spike level. * - FieM matrix spike recovery could not be calculated as ttie sample result was not detected above the analytical LOQ. (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (3) The analytical uncertainty has been adjusted for PFNA to 100% ± 31 %. (4) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50%.
Page 92 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 39. WBMN GW B2' (1)
3MUMSID
£06-0549-1538
£06-0549-1539
£06-0549-1540
£06-0549-1541
Description
WBMN GWB2 0 070813
WBMN GWB2DB 070813
WBMN GWB2LS 070813
WBMN GWB2HS 070813
Average Concentration (ng/mL) t VoRPD
PFSA
Concentrathn (ngAnL)
0.412
0.455
0.634
4.40
VoRecovery
NA
NA
84.7
83.8
0.434 ngAnLt 9.9%
PFPeA
Concentration (ngAnL)
<0.0356
<0.0356
0.256
4.70
%Recovefy
NA
NA
106
96.9
<0.0356ng^L
PFHxA
Concentrathn (ngAnL)
<0.0232
<0.0232
0.175
3.97
VoRecovery
NA
NA
75.5
85.7
<0.0232 ngAnL
PFHpA
Concentrathn (ngAnL)
<0.0250
<0.0250
0.248
5.05
VoRecovery
NA
NA
99.2
101
<0.0250 ngAnL
3MUMSID
£06-0549-1538
£06-0549-1539
£06-0549-1540
£06-0549-1541
Description
WBMN GWB2 0070813
WBMN GWB2DB 070813
WBMN GWB2LS 070813
WBMN GWB2HS 070813
Average ConcentiTition (ngAnL) t VoRPD
PFOA
Concentrathn (ngAnL)
<0.0241
<0.0241
0.169
4.15
VoRecovery
NA
NA
70.2
86.2
<0.0241 ngAnL
PFNA
Concentration (ngAnL)
<0.0298
<0.0298
0.182
4.02
VoRecovery
NA
NA
73.3
80.9
<0.0298 ngAnL
PFDA
Concentrathn (ngAnL)
<0.0246
<0.0246
0.0836
2.86
VoRecovery
NA
NA
34.0'='
58.1'='
NotReportecP
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.107
3.00
VoRecovery
NA
NA
43.4'='
60.8'='
NotReportetP
Page 93 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 39 continued. WBMNGWB2' ,(1)
3MUMSID
£06-0549-1538
£06-0549-1539
£06-0549-1540
£06-0549-1541
Description
WBMN GWB2 0 070813
WBMN GWB2DB 070813
WBMN GWB2LS 070813
WBMNGWB2HS 070813
Average Concentration (ngAnL) t VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
1.44
VoRecovery
NA
NA
* 28.5'='
NotReportetP
PFBS
Concentiation (ngAnL)
<0.0795
<0.0795
0.305
5.99
VoRecovery
NA
NA
120
118
<0.O795 ngAnL
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.259
4.97
VoRecovery
NA
NA
106
102
<0.0413 ngAnL
PFOS
Concentration (ngAnL)
<0.0245
<0.0245
0.222
4.53
VoRecovery
NA
NA
86.6
88.4
<0.0245ng^L
NA = Not Applicable * - FieM matrix spike recovery couM not be calculated as ttie sample result was not detected above ttie analytical LOQ. (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) FieM matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (3) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50%.
Page 94 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 40. WBMN GW B3' (1)
3MUMSID
£06-0549-1542
£06-0549-1543
£06-0549-1544
£06-0549-1545
£06-0549-1546
Descrption
WBMN GWB3 0 070813
WBMN GWB3DB 070813
WBMN GWB3LS 070813
WBMN GWB3 MS 070813
WBMN GWB3HS 070813
Average Concentrathn (ng/mL) ± VoRPD
PFBA
Concentrati'on (ngAnL)
0.676
0.687
0.887
1.46
4.53
VoRecovery
NA
NA
NC
82.3
81.3
0.682 ngAnLt 1.6%
PFPeA
Concentration (ngAnL)
0.0406
0.0377
0.312
0.977
4.47
%Recovery
NA
NA
113
96.7
91.4
0.0392 ns^L± 7.4%
PFHxA
Concentrathn (ngAnL)
0.0445
0.0669
0.253
0.851
3.97
VoRecovery
NA
NA
85.2
85.8
84.5
0.0557 ngAnLt 40%*
PFHpA
Concentiation (ngAnL)
<0.0250
<0.0250
0.271
1.05
4.70
%Recov&y
NA
NA
108
105
94.0
<0.0250 ngAnL
3MUMSID
£06-0549-1542
£06-0549-1543
E06-0549-1544
£06-0549-1545
£06-0549-1546
Description
WBMN GWB3 0 070813
WBMN GWB3DB 070813
WBMN GWB3LS 070813
WBMN GWB3 MS 070813
WBMN GWB3HS 070813
Average Concentration (ngAnL) ± VoRPD
PFOA
Concentrathn (ngAnL)
0.150
0.149
0.392
1.00
4.36
VoRecovery
NA
NA
101
88.3
87.5
0.*50nffhii±0.67%
PFNA
Concentration JngAnL)
<0.0298
<0.0298
0.197
0.788
3.93
VoRecovery
NA
NA
79.3
79.3
79.1
<0.0298 ngAnL
PFDA
Concentration (ngAnL)
<0.0246
<0.0246
0.0810
0.499
3.16
VoRecovery
NA
NA
32.9' '
50.7"'
64.2'"
NotReportecP
PFtAiA
Concentrathn (ngAnL)
<0.0986
<0.0986
0.132
0.636
2.95
%Recovefy
NA
NA
53.5'"
64.5'"
59.8'"
<0.0986ng>4n/.''
Page 95 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 40 continued. WBMN GW B3' (1)
3MUMSID
£06-0549-1542
£06-0549-1543
£06-0549-1544
£06-0549-1545
£06-0549-1546
Description
WBMN GWB3 0 070813
WBMN GWB3DB 070813
WBMN GWB3LS 070813
WBMN GWB3 MS 070813
WBMN GWB3HS 070813
Average Concentration (ngAnL) t VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
0.217
1.54
VoRecovery
NA
NA
* 21.4'"
30.4'"
NotReportecP
PFBS
Concentration (ngAnL)
0.407
0.406
0.721
1.69
7.31
VoRecovery
NA
NA
124
126
136'='
0.407 ngAnLt 0.25%
PFHS
Concentration (ngAnL)
1.35
1.37
1.67
2.42
6.63
VoRecovery
NA
NA
NC
108
108
1.36 ngAnLt 1.5%
PFOS
Concentration (ngAnL)
0.139
0.136
0.374
1.08
4.98
VoRecovery^
NA
NA
92.3
92.0
94.5
0.138 ngAnLt 2.2%
NA = Not Applicable NC = Not Cak:ulated - Endogenous sample concentiation is greater than 2x spike level. * - FieM matrix spike recovery couM not be calculated as ttie sample result was not detected above ttie analytical LOQ. (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) The relative percent difference (RPD) did not meet mettiod acceptance criteria of £20%. (3) FieM matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (4) Sample results are not reportable since the recovery of most appropriate fieM matiix spike was <50%. (5) The analytical uncertainty has been adjusted for PFUnA to 100% + 46%.
Page 96 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 41. WBMNGWB4' (1)
3MUMSID
£06-0549-1547
£06-0549-1548
£06-0549-1549
£06-0549-1550
£06-0549-1551
Descrption
WBMN GWB4 0 070813
WBMN GWB4DB 070813
WBMN GWB4LS 070813
WBMN GWB4 MS 070813
WBMN GWB4HS 070813
Average Concentration (ngAnL) i VoRPD
PFBA
Concentration (ngAnL)
1.38
1.39
1.54
3.42
9.28
VoRecovery
NA
NA
NC
86.0
83.4
1.38 ngAnLt 0.72%
PFPeA
Concentration (ngAnL)
0.320
0.345
0.588
2.84
9.29
VoRecovery
NA
NA
105
103
92.4
0.332 ngAnLt 7.5%
PFHxA
Concentration (ngAnL)
0.545
0.547
0.719
2.35
8.04
VoRecovery
NA
NA
74.7
77.9
80.9
0.546 ngAnLt 0.3r/o
PFHpA
Concentration (ngAnLJ^
0.254
0.232
0.454
2.20
7.89
VoRecovery
NA
NA
84.4
78.3
76.5
0.243 ngAnL± 9.1%
3MUMSID
£06-0549-1547
E06-0549-1548
£06-0549-1549
£06-0549-1550
E06-0549-1551
Descrption
WBMN GWB4 0 070813
WBMN GWB4DB 070813
WBMN GWB4LS 070813
WBMN GWB4 MS 070813
WBMN GWB4HS 070813
Average Concentration (ngAnL) ± VoRPD
PFOA
Concentrathn (ngAnL)
2.07
1.90
2.14
3.82
8.67
VoRecovery
NA
NA
NC
76.2
69.4
1.98ngAnLt 8.6%
PFNA
Concentrathn (ngAnL)
<0.0298
<0.0298
0.140
1.81
5.81
%Recoveiy
NA
NA
56.4'^'
72.9
58.5'^'
<0.0298ng^i.''
PFDA
CorKentrathn (ngAnL)
<0.0246
<0.0246
0.0382
1.19
4.74
VoRecovery
NA
NA
15.5' '
48.4'"
48.2'"
Not Reported*'
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
<0.0986
1.25
4.94
VoRecovery
NA
NA
50.7'"
50.1'"
NotReporfe</^
Page 97 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 41 continued. WBMN GW B4' i ( i |
3MUMSID
£06-0549-1547
£06-0549-1548
£06-0549-1549
£06-0549-1550
E06-0549-1551
Descrption
WBMN GWB4 0 070813
WBMN GWB4DB 070813
WBMN GWB4LS 070813
WBMN GWB4 MS 070813
WBMN GWB4HS 070813
Average Concenti-ation (ngAnL) ± VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
0.463
2.39
VoRecovery
NA
NA
* 18.3'"
23.6'"
Not Reported'*
PFBS
Concentrathn (ngAnL)
3.75
3.80
4.15
6.68
15.1
VoRecovery
NA
NA
NC
114
111
3.78 ngAnL± 1.3%
PFHS
Concentration (ngAnL)
11.7
11.5
12.1
13.7
20.7
VoRecovery
NA
NA
NC
NC
93.0
11.6ngAnLt1.7Vo
PFOS
CorKentration (ngAnL)
1.73
1.63
1.95
4.11
11.8
VoRecovery
NA
NA
NC
94.8
98.7
1.68 ngAnLt 6.0%
NA = Not Applicable Not Calculated - Endogenous sample concentration is greater than 2x spike level. * - FieM matiix spike recovery couM not be calculated as the sample result was not detected above the analytical LOQ. (1) Samples were prepared August 22,2007 and analyzed September 8,2007. (2) Field matiix spike recovery dM not meet mettiod acceptance criteria of 100% ± 30%. (3) Tiie analytical uncertainty has been adjusted for PFNA to 100% ± 44%. (5) Sample results are not reportable since the recovery of most appropriate fieM matiix spike M/as <50%.
Page 98 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 42. OKMNGWW203 (1)
3MUMSID
£06-0549-1552
£06-0549-1553
£06-0549-1554
E06-0549-1555
Descrption
OKMN GW W203 0 070809
OKMN GWW203 DB 070809
OKMN GWW203 LS 070809
OKMN GWW203 HS 070809
Average Concentration (ngAnL) ± VoRPD
PFBA
Concentration (ngAnL)
0.294
0.326
0.546
15.2
%Recoveiy
NA
NA
99.7
314'"
0.310 ngAnLt 10%
PFPeA
CorKentrathn (ngAnL)
<0.0356
<0.0356
0.240
19.0
VoRecovery
NA
NA
99.0
392'"
<0.0356 ngAnL
PFHxA
Concentration (ngAnL)
<0.0232
<0.0232
0.182
14.1
VoRecovery
NA
NA
78.5
304'"
<0.0232 ngAnL
PFHpA
Concentrathn (ngAnL)
<0.0250
<0.0250
0.225
19.2
VoRecovery
NA
NA
90.0
384'"
<0.0250 ngAnL
3MLMSID
£06-0549-1552
£06-0549-1553
£06-0549-1554
£06-0549-1555
Descrption
OKMN GWW203 0 070809
OKMN GWW203 DB 070809
OKMN GWW203 LS 070809
OKMN GWW203 HS 070809
Average Concentrathn (ngAnL) ± ^RPO
PFOA
Concentration (ngAnL)
0.186
0.210
0.399
16.6
VoRecovery
NA
NA
83.5
341'"
0.198 ngAnLt 12%
PFNA
CorKentration (ngAnL)
<0.0298
<0.0298
0.139
17.0
%Recovefy
NA
NA
56.0'"
342'"
•<:0.0298ng^L''
PFDA
Concentrathn (ngAnL)
<0.0246
<0.0246
0.0545
10.0
VoRecovery
NA
NA
22.2'"
203'"
NotReportecf^
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
<0.0986
11.5
VoRecovery
NA
NA
• 233'"
NotReportecP
Page 99 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 42 continued. OKMN GW W203' (1)
3MLfflfS/0
£06-0549-1552
£06-0549-1553
£06-0549-1554
£06-0549-1555
Description
OKMN GW W203 0 070809
OKMN GWW203 DB 070809
OKMN GWW203 LS 070809
OKMN GWW203 HS 070809
Average Concentration (ngAnL) i VoRPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
4.45
VoRecovery
NA
NA
* 87.9
Not Retorted*'
PFBS
Concentration (ngAnL)
<0.0795
<0.0795
0.300
23.8
VoRecovery
NA
NA
118
469'"
0.0795 ngAnL
PFHS
Concentration (ngAnL)
<0.0413
<0.0413
0.268
21.0
VoRecovery
NA
NA
110
429'"
O.0413 ngAnL
PFOS
Concentration (ngAnL)
0.614
0.614
0.804
20.7
VoRecovery
NA
NA
NC
392'"
0.614 ngAnLt 0%'
NA = Not Applicable Not Calculated - Endogenous sample concentiation is greater tiian 2x spike level. * - FieM matrix spike recovery couM not be calculated as ttie sample result was not detected above the analytical LOQ. (1) Samples were prepared August 27,2007 and analyzed September 8,2007. (2) Field matiix spike recovery did not meet mettiod acceptance criteria of 100% + 30%. (3) Tiie analytical uncertainty has been adjusted for PFNA to 100% ± 44%. (4) Sample resutts are not reportable since the recovery of most appropriate fieM matiix spike was <50%. (5) It appears ttiat ttie high FMS may have been spiked in enor. Since ttie tow FMS for PFOS was prepared at a level ttiat was not appropriate as compared to the sample concentration, the
analytical uncertainty has been adjusted for PFOS to 100% ± 392%.
Page 100 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 43. WBMN GW MW2' (1)
3UUMSID
£06-0549-1463
£06-0549-1464
£06-0549-1465
£06-0549-1466
£06-0549-1467
Descrption
WBMN GW MW2 0 070809
WBMN GW MW2 DB 070809
WBMN GW MW2 LS 070809
WBMN GW MW2 MS 070809
WBMN GW MW2 HS 070809 dil 1:20
Average Concentratran (ng/rnL) t %RPD
PFBA
Concentration (ngAnL)
81.2
75.6
-89.3
143
VoRecovery
NA
NA
-NC
68.3'"
78.4 ngAnLt 7.1%
PFPeA
Concentration (ngAnL)
9.82
9.33
-19.6
100
VoRecovery
NA
NA
-103
93.2
9.58 ngAnLt 5.1%
PFHxA
Concentration (ngAnL)
8.31'"
8.04'"
-15.9
84.9
VoRecovery
NA
NA
-83.4
82.8
8.18 ngAnLt 3.3%
PFHpA
Concentrathn (ngAnL)
3.17<"
2.62'"
2.96'"
11.8'"
96.1
VoRecovery
NA
NA
NR
89.1
93.2
2.90 ngAnLt 19%
3MUMSID
£06-0549-1463
£06-0549-1464
£06-0549-1465
£06-0549-1466
E06-0549-1467
Descrption
WBMN GW MW2 0 070809
WBMN GW MW2 DB 070809
WBMN GW MW2 LS 070809
WBMN GW MW2 MS 070809
WBMN GW MW2 HS 070809 dil 1:20
Average CorKentration (ng/rnL) i VoRPD
PFOA
Concentrathn (ngAnL)
4.61
4.50
4.75
10.7
88.5
VoRecovery
NA
NA
NC
63.8'"
87.2
4.56 ngAnLt Z4%'^
PFNA
CorKentrathn (ngAnL)
<0.0298
<0.0298
0.197
7.25
74.7
VoRecovery
NA
NA
79.3
73.0
75.2
O.0298 ngAnL
PFDA
Concentration (ngAnL)
<0.0492
<0.0492
0.119
5.13
63.8
VoRecovery
NA
NA
48.4'"
52.1'"
64.8'"
NotR^Jorted^
PFUnA
Concentration (ngAnL)
<0.0986
<0.0986
0.136
5.55
62.7
%Recovefy
NA
NA
55.2'"
52.9'"
63.6'"
<0.0986ng*nL''
Page 101 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Table 43 continued. WBMN GW MW2 (1)
3MUMSID
£06-0549-1463
£06-0549-1464
£06-0549-1465
£06-0549-1466
£06-0549-1467
Descrption
WBMN GW MW2 0 070809
WBMN GW MW2 DB 070809
WBMN GW MW2 LS 070809
WBMN GW MW2 MS 070809
WBMN GW MW2 HS 070809 dil1:20
Average Concentration (ng/mL) t VofiPD
PFDoA
Concentrathn (ngAnL)
<0.101
<0.101
<0.101
2.57
50.4
VoRecovery
NA
NA
NA
25.4'"
49.8'"
Not Reported^
PFBS
Concentration (ngAnL)
13.6
12.9
25.6
129
VoRecovery
NA
NA
122
114
13.3 ngAnLt 5.3%
PFHS
Concentration (ngAnL)
3.43
3.34
3.60
13.3
104
VoRecovery
NA
NA
NC
101
103
3.39 ngAnL ±2.7%
PFOS
Concentrathn (ngAnL)
0.0371
0.0362
0.321
8.94
102
VoRecovery
NA
NA
111
86.9
99.5
0.0367 ngAnL± 2.5%
NA = Not Applicable Not Calculated - Endogenous sample concentiation is greater than 2x spike level. - = Sample not analyzed for tliis analyte. * - FieM matiix spike recovery could not be calculated as ttie sample result was not detected above the analytical LOQ. (1) Samples were prepared on August 21 and dilutions were prepared on August 27,2007. Sample dilutions were analyzed on September 8,2007 and reported for PFBA, PFPeA and
PFHxA, Undiluted samples were analyzed on October 8,2007and reported for PFHpA, PFOA, PFNA, PFDA, PFUnA, PFDoA, PFBS, PFHS, and PFOS.. (2) FieM matiix spike recovery dM not meet metiiod acceptance criteria of 100% ±30%. (3) Samples were bracketed by a CCV for PFHxA and PFHpA ttiat dM not meet mettiod acceptance criteria of 100% ± 25%. Recovery for PFHxA was 70.8% and 65.5% for PFHpA. (4) The analytical uncertainty has been adjusted for PFOA to 100% ± 36% and PFUnA 100% ± 45%. (5) Sample results are not roportable since no recovery of most appropriate fieM matrix spike was <50%.
(
Page 102 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
10 Conc lus ion
Laboratory control spikes and field matrix spikes were used to determine the analytical method accuracy and precision for all analytes. Analysis was successfully completed following 3M Environmental Laboratory methods described herein.
11 Data/Sample Retent ion
All remaining samples and associated project data (hardcopy and electronic) will be archived according to 3M Environmental Laboratory standard operating procedures.
12 Attachments
Attachment A: Analytical Method Attachment B: Representative Chromatograms and Calibration Curves Attachment C: Protocol P0002561 Attachment D: Method Deviations
Page 103 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
13 Signatures
Report Approval:
' ^ ^ / t n Susan Wolf, 3M Principal Ar alytical Investigator Date
/^/c? ^y . William K. Reagen, Ph.D., 3M Environmental Laboratory Technical Manager Date
ClifftopflB^J^by, Ph.D., technical Review
^ - V'SCi^<>v^W Robert A^Paschke, Sponsor Representative
)Q}^hL Jaisimha Kesari, Study Director
/ o A ^ T ^ l Date
ia-fz(|07 Date
I / Date
Page 104 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
ATTACHMENT A: SAMPLE CHROMATOGRAMS AND CALIBRATION CURVES
Page 105 of 207
Printing Time: 15:34:00 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 106 of 207
Printing Time: 15:34:32 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
s070908a.rdb (NFPA): "Quadratic" Regression ("1 / x" weighting): y = -5.51e+003 x*2 + 5.66e+005 x + 2.21e+004 (r = 0.9993)
10 12 14 16 18 20 Concentration, ng/mL
22 24 26 28 30 32 34
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 107 Of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007 Printing Time: 15:35:32 Printing Date: Thursday, November 08, 2007
• s070908a.rdb (PFHxA): "Quadratic" Regression ("1 / x" weighting): y =
2.2e6 ,
2.1e6-
2.0e6
1.9e6
1.8e6
1.7e6-
1.6e6'
1.5e6
1.4e6
1.3e6-
coun
ts
S I.OeS
< 9.0e5 -
a.oes -
7.0e5-
a.oes-
S.OeS-
4.0e5-
3.0e5 -
2.0e5 -
I.Oea-
0.0-
0 1 2 3 4 5 6 7
-3.47e+003 x*2 + 1.38e+005 X + 5.64e+003 (r = 0.9992)
^ ^ ^ ^ ^ ^ ^ ^
^^.^ '^^ ^^ ' '^
^//^'^
8 9 10 11 12 13 14 Concentration, ng/mL
_ ^
15
- —
16
—
17 18 19 20 21
—
22
O
- — -
23
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 108 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007 Printing Time; 15:36:31 Printing Date: Thursday, November 08, 2007
• s070908a.rdb (PFHpA): "Quadratic" Regression C'1 / x" weighting): y =
2.1e7-
2.0e7-
1.9e7-
1.8e7
1.7e7-
1.6e7
1.5e7
1.4e7-
1.3e7-
1.2e7-i2 i 1.1e7-g s • ' • ° ^ ^ "
"^ 9.0e6-
8.0e6 -
7.0e6
e.oea
5.0e6
4.0e6
3.0e6-
2.0e6-
I.Oee-
0.0-
y y ^
y ^
y^ y ^
X y
• /
y ^
0 1 2 3 4 5 6 7 8
-1.89e+004 x«2 + 1.28e+006 X + 6e+004 (r = 0.9978)
^ ^
^
y ^ / ^
/ ^ y ^
y ^ •
9 10 11 12 13 14 15 Concentration, ng/mL
^
16
- ^ ^
17
^ ^
18
^
19 20
^ ^
21
- - ^
22
^ ^
23
- - - - ^
24
• " " ^
25
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 109 of 207
Printing Time: 15:36:51 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 110 of 207
Printing Time: 15:37:22 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 111 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007 printing Time: 15:37:49 Printing Date: Thursday, November 08, 2007
s070908a.rdb (PFDA): "Quadratic" Regression ("1 / x" weighting): y = -6.54e+003 x*2 + 6.2e+005 x + 5.09e+004 (r = 0.9994)
10 11 12 13 14 Concentration, ng/mL
15 16 17 18 19 20 21 22 23 24
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 112 Of 207
Printing Time: 15:38:11 Printing Date; Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
11 12 13 14 Concentration, ng/mL
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 113 Of 207
Printing Time: 15:38:33 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Collected by; S/A Electronic Signature: no Operator: Wolf,Susan T
Page 114 of 207
Printing Time: 15:38:57 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
s070908a.rdb (PFBS): "Quadratic" Regression ("1 / x" weighting): y = -2.06e+004 x»2 + 1.61e+006 x + 3.15e+004 (r = 0.9991)
5.4e7-
5.2e7-
5.0e7
4.8e7-
4.6e7-
4.4e7-
4.2e7-
4.0e7-
3.8e7
3.6e7
3.4e7
3.2e7-
3.0e7-
2.8e7-
2.6e7
2.4e7
2.2e7
2.0e7
1.8e7
1.6e7
1.4e7
1.2e7-
1.0e7-
8.0e6
6.0e6
4.0e6
2.0e6
0.0-
^ ^ ^ ^ ^ - " ^ ^ ' ^ ^ ^ ^ ^
y^ y ^
y ^
y i X /
/ /
/ /
y 7 ^
f
o
~~~~~~~~-^-.,^^^ ^~~^^-..,^
^ " ^ \ \ v
\ ^ \ ,
^ \ \ ^
\ ^ \
\ \
\ \
\
\ 10 15 20 25 30 35 40 45
Concentration, ng/mL 50 55 60 65 70 75 80
Collected by; S/A Electronic signature: n Operator: Wolf, Susan T
Page 115 Of 207
Printing Time; 15:39:23 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
• s070908a.rdb (PFHS): "Quadratic" Regression ("1 / x" weighting): y = -1.17e+004 x*2 + 1.23e+006 x + 1.62e+004 (r = 0.9996)
3.2e7
3.0e7-
10 12 14 16 18 20 22 24 Concentration, ng/mL
26 28 30 32 34 36 38 40
Collected by: H/A Electronic Signature: no Operator: Wolf,Susan T
Page 116 Of 207
Printing Time: 15:36:51 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project £06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
• s070908a.rdb (PFOA): "Quadratic" Regression ("1 / x" weighting): y =
2.9e7
2.8e7
2.6e7
2.4e7
2.2e7
2.0e7
1.8e7
« 1.6e7 C
! 1-4e7
1 1.2e7
1.0e7
8.0e6
6.0e6
4.0e6
2.0e6
0.0
y^ • / ^
y ^
r ^
• /
^
0 1 2 3 4 5 6 7
-1.77e+004 x*2 + 1.586+006 X + 1.08e+005 (r = 0.9979)
/ -
^ ^
^ ^
y ^
y ^ •
8 9 10 11 12 13 14 15 Concentration, ng/mL
^
16
^
17
^
18 19 20 21
^ ^
22 23
•
24
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 117 of 207
Printing Time: 15:48:06 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
IS M n p b N a n P a r t N w n a : C o i n T w n > : l
I S a f n p t * N M l w : ' s 0 n ) 9 0 e a 0 i r Sa inp ls lO: 'EC-a70B27-a ' F I B : - ( 0 7 l ) 9 0 S B . * j r Peak M a i m : - N F P A ' MMs(a4 : -263 .0 /21911 wnu-
ppti avtiacted curva pont* A i m o M b n : —
C a l ;
Mud i
Expa
D a t a : T i m e :
f i a d : i n d o w :
i n t . T y p e : ! ( e t e n t L o n T i n e :
H s i g h t : S t i r t T i m e : End T i m B i
1 J « 5
1 J « 5
1.2aS
12sS
1 . 1 ^
l . i a S
1J3BS
S5a4
9 i M
S504
i J M
7 J » t
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soaojo
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K » J i ! i E J ^ : ^ 5 ^ ^ 1 7 ^ ia.2B
12 13 14 15 IS IT 18 19
•ampU Type: •.jncenti-ati.jn: alculated C'lns
.elUQujn - I.3A
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 118 of 207
Printing Time: 15:48:06 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I Sampl>NwnB:-s070906aO«- Sampto ID: 1.08470822-4-PMk Nvna:-NFPA- Mass(a):-363,0/21911 •rnu'
I Commanl: ^ J) ppb ntracM LCS'
:hin.j Width:
: ted RT:
Height:
End Time:
San^Nan*:-a07D9OSa10e- Sanvto ID:-E0»«54B-1Szr Fl«:-sOTOMBa.' Paak Nana:-NFPA' Ma»(*4: "263 ^219,0 amu-Con«nmt:'MBMNOWMIML0070S10- Annolalion:
?jmpl8 Inilax: ios Sample Type;
N M a q ,
Collected by: N/A Electronic Signature: n Operator: Wolf,Susan T
Page 119 of 207
Printing Time: 15:48:06 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 120 of 207
Printing Time: 15:46:07 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
H S a n p l . N a n i a : - a O T 0 9 0 « a 0 4 5 - S»npte P : - L C S - 0 7 0 B 2 2 - r F f c : - r t 7 0 9 0 « a . > * r 1 P««1 :N»™: -PFBA- M B M ( « s ) : - 3 1 3 i K i e 9 f l a ™ -
Saraple T ^ f e : QC C o n c e n t i a t i o n : 4 . 7 3 n.,/ inL C a l c u l a t e d Cone : * . i Z n-j/mL 7-4*4
A c q . T i m e : l ^ : i l : 1 f > j ^ ^
H u d i f i a d : Mu P r i - ' j , . • . I q o r i t l m i : I n t e l l i Q u j n - l ^ A 7 I I B 4
J i ^ o t h i n J v J d t K ; 3 ^ ' " ] " p o i j t , « * -
E>:pectef l RT: 7 . 2 2 m i n B * K 4
K : t ; J l u r T i m e - " 1 ' - . i n ^ ' ^ A i -e . . : I . " 0 « 1 2 j ' " c o u n t 3 s j t o 4 H e i g h t : H 1 0 0 . cps
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3 J a 4
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' Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 121 of 207
Printing Time: 15:48:07 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Collected by: N/A Electronic Signature: no Operator: Wolf, Susan T
Page 122 of 207
Printing Time; 15:48:07 Printing Date; Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I P a a k N H n a : - P F B 5 - M B W ( « ) : - 2 9 6 . 9 / 7 9 . 9 a inu ,29SA99.0 amu-• C i ) i nmanb -SJ )ppbv [ t i a c lM l t J :S - A n n o t o l i o n : -Samp le I n d e x : 4 ^ Samp le T^-pe- CC C o n . ^ e n t n t i o n : 1 5 . ? n., /mL C a l ; u l a t e d Cone : U . = n., /mL ^ * ^ A c q . D a t e : " / i / i a a i ^ j ^ A c q . T i m e : 16 :2 . :C l fe
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B 9 10 11 12 13 14 15 16 17 16 I B
• S>ff l |>l*NB(lw:-sOT090eal09- Sample I D : - E 0 M 5 4 9 - 1 5 2 5 - Ffc:-»0709O6a.v»»r 1 Peak Name: T F B S ' M a a a f M ) : ' 2 9 6 « 7 9 . B aR»,2S8»BSJ] amu-
Samp le T / p e : 'Jnl:n.j-,jn O n c e n t r a t i o n : N/ . ' , g j ^ C a l c u l a t e d C o n e : • ) , 152 n g / n L h c i . D a t e : t / f l / i O O T 5.1»4 A c , . T i m e : H : M : i 1
S J M
RT HincJi,w: JO.O s e e * * ^ E x p e c t e d KT: 1 2 . 3 ™in . ^ Use R e l a t i v e RT: No ' " " ^
4.7a4 I n t . T y p e : H a n u s l R e t e n t i o n T i m e : 1 2 . 2 m i n 4 i « 4 M e a : 313547 c o u n t s H e i g h t : SJJOO. c p s 4 5 * 4
E n ^ T i m e r ' 1 2 : s ^ i n 4 A > 4
4 J « 4
4 ,2*4
4 .1*4
4 .0*4
3.9«4
3.e»4
3.7*4
3,6*4
3 5 * 4
3.4*4
3 J * 4
3.2*4
3.1*4
S J M
2.9*4
2 J * 4
1 2.7-4
f 2J^ i S 2 5 . 4
2.4*4
2 J * 4
2.2*4
2 .1*4
2 J ) B 4
1,0*4
1 J * 4
1.7*4
1.6*4
1.5*4
1.4*4
1 J * 4
1.2*4
1.1*4
1 i>*4
900011
Booajo
7000J)
GODOXI
SOOOJD
4000J)
3000.0
2000J)
1000.0 ft " i i i i i
1 A J A. . . /V ^ . . . . P ^ J V.„ ,^,>„, . -,~.«»-,^..^
6 T B 9 10 11 12 13 14 IS W 17 18 19
^ ^ ' ^ • i - * - u Collected by: N/A Electronic Signature; n Operator: Wolf,Susan T
Page 123 Of 207
Printing Time: 15:48:08 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I SanvlaMBnn:'s0ro90aa0ir Sanipta U:-EC-070627-S- Fla: PaaltNanw:TFDA* MaM(a*):-512.9f46e.6 amu-Conanant:'1 J) ppb Bxtractad curva poT
Sample Type
Cal;Li lated (
Expettsd RT:
Retention Time
Height; Stirt T End Tim
1J.S
IJaS
12aS
UaS
l.laS
l.leS
IJteS
95*4
8.0*4
B£*4
aj)*4
75*4
1 T*4
| . ^ 6JM
55*4
S.OM
4J*4
4J>M
35*4
3J(*4
25*4
2J)*4
15a4
1i(-4
5000JI
16 04
„ 5 6 7 1 9 11 12 13 14 15 16 17 16 19
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 124 of 207
Printing Time: 15:48:08 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I Samiri I PaakI
Cal :u l a t Acq- Dat Acq. Tin
Hudified
-Ba7D90Ba045- SMnpto 10:-LCS-07D622-4- Fk:-a0709OSa.wi Mama:-PFDA- MasB(es):-S12J/466.B amu-
-5J1 ppb BXtrartaif Lf "
S.6aS
5.5aS
5.4*5
53a5
5.2*5
5.1*5
5As5
4Sa5
4.Sa5
4.7*5
4A>5
45.5
4.4*5
4J85
4.2*5
4.1*6
4J>*S
3A*5
iicS 3.7*5
3.6*5
35*5
3.4*5
3JaS
3.2*5
3.1*5
3XMS
2S*5
2.8*5
2.7*5
2.6a5
25*5
2.4*5
23*5
2J*5
2.1*5
2ila5
lJa5
15*6
1.7«5
15a5
15a5
1.4*5
1J*S
1J*5
1.1*5
1.0*5
9J>*4
SAA
75a4
GJ>a4
5 , 0 B 4
4 A i 4
3,0*4
2JM
I IM OJO
16 03
1 , , 15 IB 17 18
ISainf i laN«ni* : *s07090«a109- S a m p h D : - E 0 6 - 0 5 4 9 - 1 5 Z 5 - F la : - s070908a .w i r P*Bk Nam* : -PFDA- Mas»(*a) : -S12.9/4B85 a m u -C a n i n i * n t : - \ M M N O W I M H L 0 0 7 0 e i O ^ Annotat ion:
?j9iple Index; 109 Sample Type; Concent ra t ion: Calcula ted O n e :
. T ime 1 4 :
Modified: Pruc. Alqucithra: Int
Min. Peat Width: SuMthing Width: 3
Expected RT:
iQuan - IQA
Collected by: N/A Electronic Signature: n Operator: Wolf,Susan T
Page 125 Of 207
Printing Time: 15:48:08 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Collected by: N/A Electronic Signature: n Operator: Wolf,Susan T
Page 126 of 207
Printing Time: 15:48:08 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I Sam P..I Com
Sampta Nam*:-•07D908a04r SamplB ID: 1.CS-OT0622-4- Fla:-iO709O8a.Mir Paak Name:-PFDoA- Maaa(e4:-G13JV5Ea.7amu-Conini*nl: "SJ) ppb ailiactad LCS' Annotation: -
2i>aS
2J0SS
IJoS
15*5
15*5
15*5
1.7a5
A c q ,
Hurt i KT W
T i m e :
l e d : nduw:
•Js l R e l a t i v
I n t . T y p e :
^;r.,•,r End
T i m e : i m e ;
1.3*5
12*5
1.2*5
l.laS
S- t.laS
95a4
95*4
85*4
85M
75e4
75*4
65*4
65*4
55*4
55*4
45*4
45*4
35*4
35*4
25*4
Z5M
IS IS 17 18
I SanvtaNama:-iO709O8al09- Sanrls ID:-E06O549-152S' Fh:-tOTDBOSajufT Paak Mam*:-PFDoA- MBM<*C):'6135f56B.T amu' Comntant: -VUBMN QWMWMt 0 070810-
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 127 of 207
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Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
[ SaR^Mana:-ta70906B0ir Samp4a D:-£04)70827-8- Fla:'sOTOOOSa.w^ •allNama:-PFHpA- Maaa<a4: "3635^195 amu,3635/16S5amu,H35/1l95
I Comnianl:'15ppba>tracladcU'vapainr Ann<^aft>n:~ "ndeK: n
Collected by: S/A Electronic Signature: no Operator: Wolf,Susan T
Page 128 of 207
Printing Time: 15:48:09 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Collected by: N/A Electronic Signature: n Operator: Wolf,Susan T
Page 129 of 207
Printing Time: 15:46:09 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I SBmplaHMn*:-a070906aOir Sample ID:-EC-070827-8- Fla:-BOTOSOea.wiir P«ai[ Nama:-PFHS- MaBa<*4:-399.0^5 amu,399.0»S5amu-Commant:-15ppbailladadcurvspaiM- Annc4atian:~
Collected by: N/A
Electronic Signature: n Operator: Wolf,Susan T
Page 130 of 207
Printing Time: 15:48:10 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
ISampIg Nama;-«070a08a04S- Sampb ID: TCS-OT0622-4' FlB:'sa709O8a.«wr PaaliNama:-PFKS- Maaa<a*): "3995/795 amu,399JVBS.O amiT CamnwM:-55 ppb sltmclKJ LCS' Annolalion: "
Sample Index: 45 Sample Typ*: CC Concent ia t ion: 9.26 ng/mL Ca l ;u la ted cono; 9.22 n.j/mL
ftetenCit.n Ti Manual
.e: i l . j
SamplaNama:-rt70g08a10r SanTtalD:-E06-0549-152S- Fla:'aOTOgOBa.wir Psali Nam*:-PFHS- Ma«a(**): -3995/795 mnt3m.W99S) Commenl:-WBMN6WIAAMt.0070810- Annotalion:~
Hlfl>.rittim: Percentage:
Eealc-Split. Facte Report Latoej t ts Min- Feal: Heiqtit: Kin- Peat Width: ^iH'Ji'thing Width:
5 6 7 8 9 10 11 12 13 14 15 16 17 IB 19
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 131 of 207
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Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
ISampI* Nam*: ->07D! Paak Nama: -PFHxA-Commant -15 ppb *<
->07D90BaOir Sampi*IO:-EC4}70827.«- fl*:-aOTOOOSa-t -PFHKA- Iriaaa(*a):-3135/1195anw.313a2e95amu-
BitiwlMt cun* pomr *nnota(ian:~
Sample TVTB: Standaid Con=ent ia t ion: 0.=27 nj/nL
Acq. Date: Acq. Time:
Modified: KT Window:
EKpetted KT: Use Relative RT
Int. Type: Retention Time:
Height:
B/a/;oo 00:31:2
Vei
Mo
13.> 3&fi53 23300.
n.,/mL
nin
cps
2.4*4
2-3*4
35*4
2.2*4
2.2*4
2.1*4
1.1*4
5 S 7 a 9 10 11 12 13 14 15 16 17 18 19
Expected RT:
1 2 3 4 5 6 7 8
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 132 Of 207
Printing Time: 15:48:10 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I San«rf*NMn*:'s07090ea045- Sampb 10:1.05-070622-4- Fla:-•070908a.wir Paak Name:-PFftiA- Mas8(aB):-3135ni95amu,3135/2695amu-CommaM: ^ 5 p ^ oxliaclad LCS' AnnoWion: "
SanvlaNan«:-s070908al09- Sampla »:-E06-OS«-152r FIs:'•070908a.wir Paak Nam*:-PFHtA* IAK*(*4:-313.(V11S5amu,3135n695amu-
~ lifti OW liMML 0 DTOaiO-
t t a t i . i n ;
e d : Alqorit l iB:
e a t Width: inq Width:
ed RT:
yps :
Time-
l{%l°Ti
In te l l lQuan -
0.00 3e ; i point
l i . i min No
VQllay
iV.O min 13.6 min
mL
I 2 A
2950
2900
2850
2B00
2700
2650
2550
2450
2400
2350
2300
2250
22W
2150
2100
Collected by: N/A Electronic Signature; no Operator: Wolf,Susan T
Page 133 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007 Printing Time: 15:48:10 Printing Date: Thursday, November 08, 2007
Collected by: N/A Electronic Signature: no Operator: Wolf,Susan T
Page 134 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007 Printing Time: 15:48:10 Printing Date: Thursday, November 08, 2007
I San^il* Mama:-ia7D90Ba045' Sampk ID:-LCS •070822-4- Flo:-M)709O8a.wir Pa*k Nama:-n'NA- Man(*4:-463.0/4185 amu-
it:"55ppb*WnK«*<tLr- "
: a l - ;ma t
\cq. Tin
1 ^
55aS
55*5
5.7*5
55*5
55*5
5.4*5
55*5
5.2aS
5.1*5
55*5
45*5
45*5
4.7*5
45a5
45*5
4,4a5
45*5
4i«5
4.1*5
45*5
35*5
35a5
3.7.5
35*5
35*5
3.4*5
35*5
3J2*5
3.1.5
35*5
25*5
25*5
2.7*5
25a6
25a5
2.4*6
2.3*5
22*5
2.1*5
25*5
15*5
15*5
1.7*5
15*5
15*5
1.4*5
15*5
1.2*5
1.1*5
15*5
95*4
85*4
7-0*4
65*4
55*4
45*4
35*4
25*4
15*4
15
14,26
54
10 11 13 13
I SanvbNanw:-t07O9O6a1O9- Sample ID:-EO641540-1525- FIs:-t070SaeB.w«r Paak Nam*:-PFNA' hta*s<as):'4635/4185 amu' CommBntlAGMNOWMMMLOOTDelO' Annotattan:
'ample Index: 10!<
Calculated C
Type: iun Tims
Height: Stait Time: End Time:
Collected by: N/A Electronic Signature: n Operator: Wolf,Susan T
Page 135 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007 Printing Time: 15:48:10 Printing Date: Thursday, November 08, 2007
Collected by: N/A Electronic Signature: n Operator: Wolf,Susan T
Page 136 of 207
Printing Time: 15:48:11 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I Sample Nama:->070908a04S- Sample C: -LCS-070622-4- F la : - lOTOgoea .w i r • Paak N w n a : - P F O A - I M a H ( * c ) : ' 4 1 3 5 ) 3 6 8 5 amu , 4 1 3 . m 1 9 5 amu.413 A 1 6 9 5 amu-• C i ) m m B n l : - 5 5 p p b B M n e i a d L C S - A n n a t a l i o n : -San,pl8 i n d e x : * 5 Sa»,ple T y p e : CC C o n c e n t i a t i o n : t . ' - i n . j /m l . C a l : : u l a t e d C o n ^ t 4 . 7 9 n - j / n L 1 1 0 * 6 A c q . D a t e : o / * / : o o T A- ;q- T i m e : 1 6 : 2 7 06 1 5 6 * 6
M o d i f i e d : Nu 1 ^ » * P r u i . . " . I g u r i t h m : I n t a l l i O u a n - M C H 1f l4a« ( J u U a P e r c e n t j u e : 50
P e a l : - S p U t . F a c t o i : 5 R e p o r t L a i j e s t ?ealc: No 1 5 0 * 6
iil: I'.'.i S " ' °'°m I'.l " °^ K r i S H d " : " " " " 10.o' . . „ " ' ' ° " ' * " E x p e u t a d KT : 1 5 . 0 n l n 9 , 4 0 B 5
'Jse R e l a t i v e R T : No ^ ^ ^ ^ ^
I n t . T y p e : V a l l e y g j o ^
A c e i : 72e654S ' c o u n t s 8 5 0 ^ H e i g h t : 1 1 2 0 0 0 0 . c p s S t a r t T i m e : 14 .S m i n • 5 0 B t i
End T i m e : 1 5 . J m i n 8.40*5
B.20a5
8 5 0 a 5
7 5 0 * 5
7 5 0 * 5
7.40*5
7.20*5
7 5 0 * 5
S50*S
6 5 0 * 5
Sj40a5
6 2 0 i S
« 5 0 a 5
Ss«« f 550*5
1 5.4085
5.20*5
5 5 0 * 5
4 5 0 * 5
4 5 0 * 5
4.40a5
4 2 0 * 5
4 5 0 * 5
3 5 0 * 5
3 5 0 a 5
3.4a*5
3 2 0 * 5
3 5 0 * 5
2 5 0 * 5
2 5 0 * 5
2.40>5
2 2 0 * 5
2 5 0 * 5
1 5 0 * 5
150e5
1^40*5
1 2 0 t 5
1 5 0 * 5
8 5 0 * 4
850>4
4 5 0 * 4
2 5 0 * 4 0 5 5
" • " 1 2 3 4 5 6 7 8
145<k
^ 9 10 11 12 13 14 15 16 17 18 19
I Peak Mama: T F O A - M a a i < * a ) : ' 4 1 3 5 0 6 8 5 a m u , 4 1 3 5 a i 9 5 amu,4l35/16S.O amu* • C o m m e n t : - V W M N G W M W 4 L 0 0 7 0 e i O - A n n o t a t i o n : -S i m p l B I n d e K : lOS S a m p l e T y p e : UnLnown C o n s e n t i i t i . j n : N/A C a l c u l a t e d O n e : < 0 , ^ , 5 ^ A c q . D a t e : < i / « / ;OOT A c . , . T I M : H : 5 1 : i T l I M a 4
M > , d i r i a d : Nu 1 5 2 * 4 P r u = . A l g o r i t h m : I n t e l l i Q u a n - 1*311 M u i s e P e r c e n t a g e : 50 • . u u w E a s e . S u b . H i n d < . v : 1 .00 m i n 9800.00 P e a k - s p i l t . F a c t d i : 5 K e p o i t Larc fe .o t P e a l : : No 9 6 0 0 5 0 M i n . Pea l ; H e i g h t : O.OO c p a K i n . Pea l : H l d t h : 0 . 0 0 s e c 9 4 0 0 5 0
K r w l n d o ^ : " ' ' * ' " i O . o ' . e c " ' ' ' " " « " • "
U s e ' R e l a t i v e RT- l l \ ' ° " ' " ' ™ ' - "
R e t e n t i o n T i m e : 1 5 . 0 m i n 8800.00
H e i g f i t : W i B . c p s > * " • « ^ ^ f i / i ^ e : U y m i n , j oo_oo End T i m a : I S . Z m i n
8 0 0 0 5 0
780050
7 6 0 0 5 0
7 4 0 0 5 0
7 2 0 0 5 0
7 0 0 0 5 0
6 8 0 0 5 0
6 6 0 0 5 0
B4O05O
6 2 0 0 5 0
6 0 0 0 5 0
5 8 0 0 5 0
1 5 6 0 0 5 0
j ^ 5 4 0 0 5 0
1 520050
~ 5 0 0 0 5 0
4 8 0 0 5 0
4 6 0 0 5 0
4 4 0 0 5 0
4 2 0 0 5 0
4 0 0 0 5 0
3 8 0 0 5 0
3 0 0 0 5 0
3 4 0 0 5 0
3 2 0 0 5 0
2 8 0 0 5 0
2 5 0 0 5 0
2 4 0 0 5 0
2 2 0 0 5 0
2 0 0 0 5 0
180050
160050
140050
120050
100050
8 0 0 5 0
8 0 0 5 0
4 0 0 5 0
2 0 0 5 0
^ . WA>A..jhinMM,-A*-vA^^ " ' " 1 2 3 4 5 6
\
J[ ^lKM/f\f\/
1
1 J
i, W
. 1 LHi ^
t n \ fW
w , 1 } 1 1 v k r ' 1
, Y , , , jJfUV AyiUl/*^ \ tiWWWir I
^ Y T V ^ l ^ 7 8 9 10 11 12 13 14 15 16 17 18 19
Collected by; N/A Electronic Signature: no Operator: Wolf,Susan T
Page 137 Of 207
Printing Time: 15:48:11 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I SanvliNwna:-a070908aOir Sampb IO:'EC-070e27-8- Ffe:-•a70908a.wir Paak Nama:-PFOS- MMa(*a):-4985/805 afflu.49a 5^92 amu.49B5/1305 amu" CcHnmant:-15ppbi ~
ample Index:
i t io i n.j/ml Ca l ;u l a t ed Cone: 1. Acq. Date: 1 /4 / : Acq. Time: Oa-.i"
Ho.llfled: Ye
Use Rela t ive RT: No
I n t . Type: Hanu
He"ht: ''^lllL
End Time: 15
n.j/
1
cp..
Hi.
5 j j
1
65*4
65*4
6.4*4
62a4
65a4
S5«4
S5a4
S.4*4
52*4
55*4
45*4
45a4
4.4«4
4.2a4
45*4
35M
35*4
3,4*4
32*4
35a4
25»l
25*4
2/*a4
22a4
25a4
15«4
Collected by: K/A Electronic Signature: no Operator: Wolf,Susan T
Page 138 of 207
Printing Time: 15:48:11 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
I I I Samp*. Nam*:-rt)7090aa045- Sampte P:-LCS-070a22-C I P*al[Nan»:-PFOS- Ma«a(,.):-498*805 • m u . 4 9 8 5 « 2 • CcHnmanl:-S5ppfaaxlracladLCS- AnmlatiaFi:-Sait^plB IndeK: i b Sample Type: CC Concent ra t ion : 4. »0 n.j/mL Calcu la ted Cone: l . s ? n. j /n i _ . . Acq. Date: 1/a/ :007 -^•*=* Acq. Time: 16:27:06
H u d i f i e d : NO 2 * 5 Pruc. A l go r i t hm : I n t e l l l Q u a n - HQII
Base' lub^Wlndow; l ! o 0 min 25*5 Pea! : -Sp l i t . Fac to r : i Report Largest teak : No Min. te i ) t Heiq l i t ; 0.00 cps 2.7*5
Sm.juthlnj Width: i pu in t? RT Window: JO.O sec 25*5 Expected RT: 15.5 min Use Re la t i ve RT: No
25*5 I n t . Type: Va l l ey Retent ion Time: 15.5 min Area: ^64^606 counts 2JteS Height ; 30=000. cps
End'^Timer' I f i l o min j j ^
22a5
2.1*5
25aS
15*5
15*5
1.7a5
1 ' ^ f l5aS
1.4*5
15 .5
12*5
1.1*5
15*5
95*4
S5e4
75*4
65*4
55*4
45*4
35*4
25*4
15*4
F l , : - r t 7 0 9 0 6 a . ^ amu,4985f1305amu-
1 2 3 4 5 6 7 8 9 10 11 12 = _ . Tima.mh
15
1555^
5 2
1
15.19v. l
13 14 i s 16 17 18 19
|S»,^Nam.:- ;07090ta109-^SSS|a.1b:-E«M)54»-1525- Fi»:-.OTTOOS-.-r • P*akNaffl*:TFOS- MaM(*4: '4985005 aln<.4085S92 Bmu,4985/1305 amu* • CommBnt:-WBMNCWMAMLQ07DalO^ AimotaHon:-Fample Index: lOS Sample Type: Unknown
Acq? Data: ' " " ' 1 /« / i007 " ' " 7000 .Acq. t i m e : 14:51:^1
M o d i f i e d : Ye» » " RT Window: JO.O sec EJipaEted KT: 15.5 a in 6600 Uje R e l a t i v e RT: No
I n t . Type: Kaniial M M ke tan t l on Time: 15.5 min
S t j r t Time: 15.1 min
End Time: IS.B min fiOOO
5800
5600
5400 5200
5000
4800
4600
4400
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Page 139 of 207
Printing Time: 15:4B:11 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
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Page 140 of 207
Printing Time: 15:48:11 Printing Date: Thursday, November 08, 2007
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
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Page 141 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
ATTACHMENT B: EXTRACTION AND ANALYTICAL METHODS
Page 142 of 207
current 1 ^
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
3IVI Environmental LaboratDiy
Method
Determination of Perfluorinated Adds, Alcohols, Amides, and Sulfonates In Water By Solid Phase Extraction and High Performance Liquid
Chromatography/Mass Spectrometry
Method Number: ETS'8-1S4.3
Adoption Date: 28 Apr 2000
Revision Date: Upon Signing
Effective Date: O t f z H l o i
Approved By:
O f i i J J ^ : ^ j ^ . — . ~ ^ . . . William K. Reagen Date Manager
ETS-8-154.3 Page 1 of 20 Determination of Perfluorinated Adds, Alcohds, Amides, and Sulfonates In Water By Solid
Phase Detraction and High Performance Liquid Chromatography/Mass Spectrometry
Page 143 of 207
rom
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
1 Scope and Application
This method describes the extraction of target analytes from water matrices using solid phase extraction (SPE) followed by separation, identification, and quantitation using high-performance liquid chromatography mass spectrometry (HPLC/MS) or tandem mass spectrometry (HPLC/MS/MS). This method has been validated for perfluorooctane sulfonate (PFOS), perfluorooctane sulfonylamide (FOSA), and perfluorooctanoate (PFOA) in groundwater, surface water, and drinking water samples. This method is considered a peifonnance-basec/method and may be applied to the determination of other perfluorinated acids, alcohols, amides, and sulfonates in similar matrices, as long as the defined QC elements are satisfied and with the understanding that the method is not validated for compounds outside the scope of the original protocol.
This method is based in part on the 3M Environmental Laboratory report E01-0454, "Method of Analysis for the Determination of Perfluorooctane sulfonate (PFOS), Perfluorooctane sulfonylamide (PFOSA), and Perfluorooctanoate (POAA) in Water", as developed and validated by Exygen Research (formeriy Centre Analytical Laboratories, Inc.). This method was originally validated using a 40 mL sample aliquot for extraction and a final elution volume of 5 mL. These volumes may be changed on a per project basis to meet the data quality objectives set forth by the project lead. Acceptable recoveries of laboratory quality control samples will demonstrate that the extraction and elution volumes do not impact the validity of the method.
Sample collection is not covered under this analytical procedure.
2 Method Summary
Water samples are collected from a site of interest and shipped to the analytical facility. Perfluorinated acids, alcohols, amides, and sulfonates are extracted from aliquots of the water samples using solid phase extraction (SPE) cartridges. The compounds are eluted from the SPE cartridge, using methanol. Separation, identification, and measurement are accomplished by high-performance liquid chromatography/tandem mass spectrometry (HPLC/MS/MS) analysis. High-performance liquid chromatography/mass spectrometry (HPLC/MS) may be used if the defined QC elements are satisfied and meets the data quality objectives outlined in the general project outline for the given project.
The concentration of each identified component is measured by comparing the MS response of the quantitation ion (or summed total of multiple ions) produced by that compound to the MS response of the quantitation ion (or summed total of multiple ions) produced by the same compound in an extracted calibration standard (external standard).
3 Definitions
3.1 SPE cartridge A column containing an open solvent reservoir, retaining frit, soriaent b)ed, retaining frit, and luer tip. The soriDent bed is bonded silica which is designed to selectively retain or elute the compounds of interest depending on the solvent conditions. The compounds of interest can be separated fi"om the water matrices and introduced into an appropriate solvent for analysis.
3.2 Analytical Sample A portion of an extracted laboratory sample prepared for analysis.
ETS-8-154.3 Page 2 of 20 Detemiination of Perfluorinated Acids, Alcohols, Amides, and Sulfonates In Water By Solid
Phase Extraction and High Performance Liquid Chromatography/Mass Spectrometry
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Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
3.3 Calibration Standard An aqueous solution prepared by spiking a known volume of the Wori<ing Standard (WS) into a predetermined amount of ASTM type I water, HPLC grade reagent water, or other suitable water (i.e. matrix water), and extracting the solution according to this method. The calibration standard solutions are used to calibrate the instmment response with respect to analyte concentration.
3.4 Laboratory Dupl icate Sample (LDS)
A laboratory duplicate sample is a separate aliquot of a sample, taken in the analytical laboratory that is extracted and analyzed separately with identical procedures. Analysis of LDSs compared to that of the first aliquot give a measure of the precision associated with laboratory procedures, but not with sample collection, preservation, or storage procedures.
3.5 Field Blank (FB)/Trip Blank
ASTM Type I water, HPLC grade reagent water, or other suitable water, is placed in a sample container in the laboratory and treated as a sample in all respects, including exposure to sampling site conditions, storage, preservation and all analytical procedures. The purpose of the FB is to detemiine if test substances or other interferences are present in the field environment. This sample is also refen'ed to as a Trip Blank.
3.6 Field Dupl icate Sample (FDS)
A sample collected in duplicate at the same time from the same location as the sample. The FDS is placed under identical circumstances and treated exactly the same throughout field and laboratory procedures. Analysis of the FDS compared to that of the first sample gives a measure of the precision associated with sample collection, preservation and storage, as well as with laboratory procedures.
3.7 Field Matrix Spike (FMS) A sample to which known quantities of the target analytes are added to the sample bottle in the field or in the laboratory before the bottles are sent to the field. A known, specific volume of sample must be added to the sample container without rinsing. This may be accomplished by making a "fill to this level" line on the outside of the sample container. The FMS should be spiked at approximately 0.5-10 times the expected analyte concentration in the sample. If the expected range of analyte concentrations is unknown, multiple spikes at varying levels may be prepared to increase the likelihood that a spike at an appropriate level is made. Typically a low and a high spike are prepared for each sampling location. The FMS is analyzed to ascertain if matrix effects or sample holding time contributes bias to the analytical results.
3.8 Field Spike Contro l Sample (FSCS)/Trip Blank Matrix Spike
An aliquot of ASTM Type I water (HPLC grade reagent water or other suitable water may used) to which known quantities of the target analytes are added in the field at the time of sample collection (at an appropriate concentration to be determined by the project lead) or in the laboratory prior to the shipment of the collection bottles. The FSCS is extracted and analyzed exactly like a sample to detemiine whether a loss of analyte could be attributed to holding time, sample storage and/or shipment issues. A low and high FSCS may be appropriate when expected sample concentrations are not known. This sample may also be refen'ed to as Trip Blank Matrix Spike.
3.9 Laboratory Contro l Sample (LCS)
An aliquot of ASTM Type I water (HPLC grade reagent water or other suitable water may used) to which known quantities of the target analytes are added in the laboratory at the time of sample extraction. At least two levels are included, one generally at the low end of the calibration curve
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Phase Extraction and High Perfonnance Liquid Chromatography/Mass Spectrometry
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and one near the mid to upper range of the curve. The LCSs are extracted and analyzed exactly like a laboratory sample to determine whether the method is in control. LCSs should be prepared each day samples are extracted.
3.10 Laboratory Matrix Spike (LMS)
A laboratory matrix spike is an aliquot of a sample to which known quantities of target analytes are added in the laboratory. The LMS is extracted and analyzed exactly like a laboratory sample to detemiine whether the sample matrix contributes bias to the analytical results. The endogenous concentrations of the analytes in the sample matrix must be detennined in a separate aliquot and the measured values in the LMS con-ected for these concentrations.
3.11 Laboratory Sample
A portion or aliquot of a sample received from the field for testing.
3.12 L imi t of Quant i tat ion (LOQ)
The lower limit of quantitation (LLOQ) for a dataset is the lowest concentration that can be reliably quantitated within the specified limits of precision and accuracy during routine operating conditions. To simplify data reporting, the LLOQ is generally selected as the lowest non-zero standard in the calibration curve that meets method criteria. Sample LLOQs are matrix-dependent.
The upper limit of quatitation (ULOQ) for a dataset is the highest concentration that can be reliably quantitatied within the specified limits of precision and accuracy during routine operating conditions. The highest standard in the calibration curve that meets method aiteria is defined as the ULOQ.
3.13 Method Blank
An aliquot of ASTM Type I water (HPLC grade reagent water or other suitable water may used) that is treated exactly like a laboratory sample including exposure to all glassware, equipment, solvents, and reagents that are used with other laboratory samples. The method blank is used to detemiine if test substances or other interferences are present in the laboratory environment, the reagents, or the apparatus.
3.14 Sample
A sample is a small portion collected from a larger quantity of material intended to represent the original source material.
3.15 Stock Standard Solution (SSS) A concentrated solution of a single analyte prepared in the laboratory with an assayed reference compound.
3.16 Surrogate
A compound similar to the target analyte(s) in chemical composition and behavior that is not normally found in the sample(s). A sun-ogate compound is typically a target analyte with at least one atom containing an isotopically labeled substitution. If used, sun'ogate(s) are added to all samples and quality control samples (except solvent blanks and half of the prepared method blanks). Sun-ogate(s) are added to quantitatively evaluate the entire analytical procedure including sample collection, extraction, and analysis. Inclusion of a sun'ogate analyte is an optional quality control measure and is NOT required. The project lead should indicate in the general project outline/protocol whether or not a sun-ogate compound will be part of the analysis.
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Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
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3.17 Working Standard (WS) A solution of several analytes prepared in the laboratory from SSSs and diluted as needed to prepare calibration standards and other required analyte solutions.
4 Warnings and Cautions
4.1 Health and Safety The acute and chronic toxicity of the standards for this method have not been precisely determined; however, each should be treated as a potential health hazard.
Unknown samples may contain high concentrations of volatile toxic compounds. Sample containers should be opened in a hood and handled with gloves to prevent exposure.
The laboratory is responsible for maintaining a safe wori< environment and a cun-ent awareness of local regulations regarding the handling of the chemicals used in this method. A reference file of material safety data sheets (MSDS) should be available to all personnel involved in these analyses.
4.2 Caut ions
The analyst must be familiar with the laboratory equipment and potential hazards including, but not limited too, the use of solvents, pressurized gas and solvent lines, high voltage, and vacuum systems. Refer to the appropriate equipment procedure or operator manual for additional infomiation and cautions.
5 Interferences
During extraction and analysis, be aware of potential contaminant sources from reagents and solid phase extraction devices.
All materials used in the analyses shall be demonstrated to be free from interferences under conditions of analysis by running method blanks.
Parts and supplies that contain Teflon® should be avoided or minimized due to the possibility of interference and/or contamination. These may include, but are not limited to: wash bottles. Teflon® lined caps, autovial caps, HPLC parts, etc.
The use of disposable micropipettes or pipettes to aliquot standard solutions is recommended to make calibration standards and matrix spikes.
6 Instrumentation, Supplies, and Materials
Note: Brand names, suppliers, and part numbers are for illustrative purposes only. Equivalent perfonnance may be achieved using apparatus and materials other than those specified here. Demonstration of equivalent perfonnance (quality control samples meeting method acceptance criteria) is the responsibility of the laboratory performing the analysis.
6.1 Instrumentat ion
Balance, analytical (display at least 0.0001 g), Mettler
HPLC/MS/MS or HPLC/MS system, as described in Section 10.
6.2 Suppl ies and Materials.
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Phase Extraction and High Perfonnance Liquid Chromatography/Mass Spectrometry
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for 14 davs froni 12/07/200;
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Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Sample collection bottles—LDPE (e.g., Nalgene™) nan'ow-mouth bottles with screw cap. Note: Do not use Teflon bottles or Teflon lined caps.
Coolers or boxes for sample shipment.
AutoTrace automated SPE workstation. Caliper Life Sciences. A manual SPE manifold with vacuum pump may be used if desired. Supplies for the manual SPE manifold are included below.)
Vacuum pump, BQchi.
Visiprep vacuum manifold, Supelco.
15mL disposable polypropylene centrifuge tubes, VWR.
50mL disposable polypropylene centrifuge tubes, VWR
Sep Pak Vac 6cc (1 g) tC18 cartridges (part # WAT 036795), Waters. (Cartridges with other amount or types of sorbent material may be used depending on the data quality objectives of the project.)
15 mL disposable culture tubes (17 x 100 mm), VWR (Cat. No. 60818-626).
Disposable micropipettes (50-1 OOjjL, 100-200|JL) , Daimmond.
Class A pipettes and volumetric flasks, various.
LDPE nan"ow-mouth bottles, Nalgene (volumes may vary depending on analytical needs).
2 mL clear HPLC vial kit (cat # 5181-3400), Agilent/Hewlett Packard.
Standard lab equipment (graduated cylinders, disposable tubes, etc.), various.
7 Reagents and Standards
Note: Suppliers and catalog numbers are for illustrative purposes only. Equivalent perfonnance may be achieved using chemicals obtained fl'om other suppliers. Do not use a lesser grade of chemical than those listed.
7.1 Chemicals
Methanol (MeOH), HPLC grade, JT Baker, Catalog No. JT9093-2.
Ammonium Acetate, Reagent grade, Sigma-Aldrich, Catalog No. A-7330.
ASTM Type I Water, prepared in-house (HPLC grade reagent water or other suitable water may also be used)
Sodium Thiosulfate, Reagent grade, JT Baker.
7.2 Standards
PFBA, Heptafluorobutyric Acid, (C4 Perfluorinated Acid)
NFPA, NonafluoropentanoicAcid (C5 Perfluorinated Acid)
PFHA, Perfluorohexanoic Acid (Ce Perfluorinated Acid)
TDHA, Tridecafluoroheptanoic Acid, (C7 Perfluorinated Acid)
PFOA, Ammonium perfluorooctanoate, (Cs Perfluorinated Acid)
C9 Acid, Heptadecafluorononanoic Acid
PFDA, NonadecafluorodecanoicAcid (C10 Perfluorinated Acid)
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Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Cii Acid, Perfluoroundecanoic Acid
Ci2 Acid, Perfluorododecanoic Acid
FBSA, Perfluorobutanesulfonamide
FOSA, Perfluorooctanesulfonylamide
PFBS, Potassium Perfluorobutanesulfonate
PFHS, Perfluorohexanesulfonate
PFOS, Potassium perfiuorooctanesulfonate
THPFOS, 1H, 1H, 2H, 2H-perfiuorooctanesulfonic Acid
THPFDS, IH, IH, 2H, 2H-perfiuorodecanesulfonic Acid
PFOA [1,2-^^C], ^ C isotopically labeled perfluorooctanoic acid. Pertain Elmer
PFOS [ ^02], ^^02 isotopically labeled Ammonium Perfluoroocatanesulfonate
Others as required.
7.3 Reagent Preparat ion
250 mg/mL sodium thiosulfate solution — Dissolve 25g of sodium thiosulfate in 100 mL reagent water.
2 mM ammonium acetate solution (Analysis)—^Weigh 0.3 g of ammonium acetate and dissolve in 2.0 L of reagent water.
Note: Altemative volumes may be prepared as long as the ratios of the solvent to solute ratios are maintained.
7.4 Stock Standard Solution (SSS) and Working Standard Solution Preparation The following standard preparation procedure serves as an example. Weighed amounts and final volumes may be changed to suit the needs of a particular study. For example, JJL volumes may be spiked into volumetric flasks when diluting stock solutions to appropriate levels.
100 pg/mL target analyte SSSs—Weigh out 10 mg of analytical standard (corrected for percent salt and purity) and dilute to 10OmL with methanol or other suitable solvent, in a 10OmL volumetric fiask. Transfer to a 125mL LDPE bottle or other suitable container. Prepare a separate solution for each analyte. Expiration dates and storage conditions of stock solutions should be assigned in accordance with laboratory standard operating procedure. An example of purity and salt con-ection is given below for PFOS.
. , ^ molecular weight of anion salt correction factor =
moclecular weight of salt 499
PFOS (K^)salt correction factor = - ^ ^ = 0.9275 538
10 mg C8F17SO3K* with purity 90% = 8.35mg CSFITSOS"(10 mg*0.90*0.9275=8.35 mg)
1 pg/mL (1000 ng/mL) mixed working standard—Add I.OmL each of the lOOpg/mL SSSs to a lOOmL volumetric flask and bring up to volume with solvent.
0.1 \iglmL (100 ng/mL) mixed worlcing standard—Add lO.OmL of the 1.0|jg/mL-mixed wori<ing standard solution to a lOOmL volumetric fiask and bring up to volume with solvent.
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0.01 MQ/mL (10 ng/mL) mixed standard—Add lO.OmL of the 0.1|jg/mL-mixed wori<ing standard solution to a lOOmL volumetric fiask and bring up to volume with solvent.
Storage Conditions—Store all SSSs and wori<ing standards in accordance with laboratory standard operating procedure or in a refrigerator at 4°±2°C for a maximum period of 6 months fi-om the date of preparation.
7.5 Calibration Standards Using the worthing standards described above, prepare calibration solutions in ASTM Type I water, or other suitable water, using the following table as a guideline. Note: Volumes of water and wori<ing standards may be adjusted to meet the data quality objectives addressed in the general project outline. Calibration levels other than those listed below can be prepared as needed.
Concentration of WS, ng/mL
100
100
100
100
1000
1000
1000
10000
10000
10000
Volume of WS,
10
20
40
100
20
40
100
20
40
100
Final Volume of Calibration Standard (mL of ASTM Type 1 Water, or
other suitable water)
40
40
40
40
40
40
40
40
40
40
Final Concentration of Calibration Standard, ng/mL (ppb) in ASTM Type 1 Water,
or other suitable water
0.025
0.050
0.100
0.250
0.500
1.00
2.50
5.00
10.0
25.0
The calibration standards are processed through the entire extraction procedure (Section 11), identical to the laboratory samples. The concentration of the calibration standard in the final extract depends on the volume extracted and the final elufion volume.
Final sample concentration factor = Volume extracted (mL)/Elution Volume (mL)
Storage Conditions— Store all extracted calibrafion standards in 15mL polypropylene tubes or in labeled autovials at 4°±2°C. After analysis, archive all extracted standards with the sample extracts in accordance with laboratory standard operating procedures.
8 Sample Col lect ion Bott le Preparation
For most projects, sample collection bottles are prepared by 3M Environmental Laboratory personnel before they are shipped to the collection site. Typically, four separate collection bottles are associated with a single collection site: sample, field duplicate sample, low field matrix spike, and high field matrix spike. Depending on the scope of the project, additional replicates of the field sample and field matrix spikes may be added. Also, it is not uncommon for additional mid-level field matrix spikes to be collected if the expected sample concentrations are tmly unknown or could span a large concentration range.
Low-density polyethylene (LDPE) wide-mouth Nalgene bottles are used for the sample collection containers. (Volumes of the bottles may vary depending on how much sample is required to meet
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data quality objectives.) The interiors of the Nalgene bottles may be rinsed multiple times with acetone and methanol and allowed to dry before adding the appropriate spikes. Note: rinsing of the bottles is opfional and is not required. The project lead will communicate what the final collection volume will be and a con-esponding "fill to here" line is drawn on the exterior of the bottle using a pemianent mariner. Typically, placement of the "fill to here" line is done by using a mariner template. Altematively, bottles with pre-mari<ed volume indicators may be purchased.
For the sample bottles designated for matrix spikes, an appropriate volume of matrix spiking solution is added to the empty bottle. The volume of spike solution added should produce the desired final concentration of target analytes once the bottle is filled with sample to the "fill to here line". (If a sunrogate is included for the project, the sun'ogate compound should also be added to the matrix spikes). The matrix spiking solution should be prepared in a suitable solvent and contains all of the target (and sun-ogate if applicable) analytes; however, multiple spike solutions may be used if an appropriate mixed component standard is not available. The matrix spiking solution is often the same as the wori<ing standards used to create the calibration standards. An example of a bottle spike is given below.
"Fill to here" volume = 450 mL (A 500 mL Nalgene bottle is used)
Desired Field Spike Concentration = 0.1 ng/mL
45|iL of a 1 ng/mL spiking solution (containing the target analytes) is added to the bottle and the bottle cap promptly sealed
If analysis of a sunrogate analyte is included in the project objectives, the preparatory analyst should also add an appropriate volume of sun-ogate standard solution to all the tsottles designated as samples or field duplicate samples.
All bottles should be cleariy labeled to indicate its intended use as a sample/field sample duplicate, low spike, or high spike. If each location has different designated spike levels, the label should also cleariy indicate the sample location designation. Generally, a set of bottles for a given collection site are then grouped together in plastic bags for organizational purposes.
For each collection event, at least one set of trip blank and trip blank matrix spikes are prepared. The number of trip blank sets required for a given project will be communicated by the project lead. For the trip blank, the sun'ogate spike is added to the bottle (if included) and then ASTM Type I water (HPLC grade reagent water or other suitable water may used) is added to the "fill to here" line. The bottle cap is replaced and tape may be placed around the outer edge of the cap. Trip blank matrix spikes are prepared by adding the appropriate volume of matrix spiking solution, filling the bottle to the desired volume with the appropriate water and replacing and sealing the cap.
The preparatory analyst should document bottle preparation in a Note to File or on a sample preparation wori<sheet. The Note to File should include the following infomiation: date prepared, total number of bottles prepared, number of sample sites, the standard identification numbers and spike volumes used to prepare spiked bottles, the "fill to here" volume, and any other pertinent information needed for reconstaictibility of the data. The Note to File will be included in the final data package for the project.
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9 Quality Control and Data Quality Objectives
Analytical results of the FB, FMS, LMS, FD, and FSCS should be evaluated at the conclusion of the study to help interpret the quality of sample data. Analytical results for these control/duplicate samples must be reported with the sample data.
9.1 Solvent Blanks
Solvent blanks are analyzed with each sample set to detemiine contamination or canyover. In general, solvent blanks should have area counts that are less than 50% of the area count of the lowest calibration standard.
Solvent blanks should be analyzed prior to and following each calibration curve, each set of system suitability samples, and after no more than 10 unknown sample extracts. If instrument canyover is a problem, consecutive solvent blanks may be necessary. In this case, the area counts of the solvent blanks should return to <50% of the lowest calibration standard prior to the injection of further standards or samples.
9.2 Method Blanks
A method blank consists of an aliquot of ASTM Type I water (HPLC grade reagent water, or other suitable water may be used) equal in volume to the samples, and extracted in the same manner as the samples. At least five method blanks should be prepared and analyzed each day that extractions are peri'ormed for a particular study or project. Method blanks must be interspersed throughout the extraction batch and analyzed interspersed throughout the analytical sequence.
The average area counts for each analyte must be less than 50% of the area count of the LOQ standard. The standard deviation of the area counts should be calculated. A specific %RSD acceptance criteria is not specified but is assessed on a batch basis. If the mean area counts of the method blank exceed 50% of the LOQ standard, then the LOQ must be raised to the first standard level in the curve tiiat meets criteria. Method blanks may be eliminated if technical justification can be provided (e.g. the method blank was analyzed after an unexpectedly high level sample). If any method blanks are removed fi-om the LOQ detemiination, document in the raw data and report as appropriate.
9.3 Laboratory Sample Replicates / Field Duplicate Sample
Depending on the scope of the project, all or selected samples may be extracted at least in duplicate, and in triplicate if difficulties were encountered in the sampling and/or holding conditions of the samples. If field sample replicates are collected, duplicate and triplicate extractions of an individual sample may not be required. The relative percent difference (RPD) of duplicate samples or relative standard deviation (RSD) should be less than 20% for the precision of sample preparation and analysis to be considered in control. Replicate samples not meeting tiie 20% method criteria will be reviewed and evaluated on a case by case basis.
9.4 Laboratory Matrix Spikes (LMSs)
LMSs are peri'onned if FMSs have previously been perfonned for the sample matiix. Altematively, LMSs are perfonned for a sample matiix if the FMS levels were not appropriate for detemiining spike recoveries relative to endogenous levels. Generally, each sample location represents a different sample and sample matrix. LMSs are prepared for each sample and analyzed to detemiine the matrix eff'ect on spike recovery efficiency of each target analyte. Lab matrix spike recoveries should fall within ± 30% of expected values.
LMS concentrations should be prepared at approximately 0.5-10 times the endogenous concentration or approximately 4-10 times the LOQ concentration of each analyte.
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9.5 Laboratory Contro l Spike (LCS)
Lab control spikes are prepared for each extraction tjatch to detemnine method accuracy and precision. LCSs should be prepared at a minimum of two levels and in ta-iplicate. Low lab conb-ol spikes should be prepared at a concentration in the range of approximately four to ten times higher than the targeted LOQ and the high lab control spikes should be prepared at a concentration near the mid-point of the calibration curve. For each target analyte, the percent relative standard deviation (method precision) of the pooled control spikes must be less than or equal to 20% and tiie average recovery (method accuracy) must be 80-120%. Sample data for target analytes outside of the laboratory control spike acceptance criteria are not reportable.
9.6 Field Matr ix Spikes (FMSs)
FMSs are prepared for each sample and analyzed to detemiine the matrix effect and sample holding time on spike recovery efficiency of each target analyte. Generally, each sample location represents a different sample and sample matrix.
FMS samples are a sample to which known quantities of the target analytes are added to Uie sample bottle in the field or in the laboratory before the bottles are sent to the field. Typically a low and a high FMS are prepared for each sampling location. The ratio of endogenous analyte to field spike concenti-ation tiiat is appropriate to assess accuracy is defined as approximately 0.5 to 10 times the expected sample concentration. For example, if the endogenous level of analyte in the sample is expected to be 1.0 ng/mL, the appropriate range for FMS used to assess accuracy of results would be approximately 0.5 ng/mL to 10 ng/mL. For samples that are expected to have endogenous analytes present at or below the targeted LOQ, the appropriate range for FMS would be approximately 4 to 10 times ttie LOQ concentration. For example, if the analyte LOQ is 0.025 ng/mL, the appropriate range for low level FMS would be 0.1 ng/mL to 0.25 ng/mL. If the expected range of analyte concenti-ations is unknown, multiple spikes at varying levels may be prepared to increase the likelihood that a spike at an appropriate level is made.
Field matrix spike method acceptance criteria are recoveries within ±30% of the expected value. If FMS recovery is outside of ±30% of the expected value or could not be assessed because the FMS was spiked at an inappropriate level, tiie sample result is reported as NR, where NR is defined as "Not Reportable". For data reportability, a sample may be re-extracted and reanalyzed or an alternate analytical method may be applied to the sample. Altematively, resampling and reanalysis of a new sample may be completed. If re-extraction, resampling, and re-analysis fail to meet the FMS acceptance criteria, the sample result will be reported as "NR" (not reported due to noncompliant QC results).
Exceptions to the ±30% FMS acceptance aiteria for data reportability are as follows:
1.) If FMS recovery could not be assessed because FMS's were at an inappropriate level, then Laboratory Matrix Spikes (LMS) may be substituted. If LMS recoveries are within ±30% the data are reportable but flagged as not meeting the FMS method acceptance criteria.
2.) If multiple FMS's were prepared on a sample and the closest FMS level to the reported sample meets the ±30% acceptance criteria but additional FMS's are outside the ±30% acceptance range, tiie data are reportable but flagged witti an expanded uncertainty and as not meeting FMS method acceptance criteria.
3.) If the FMS recoveries are outside of the ±30% acceptance range but at least 20 acceptable historical reportable FMS sample results are available, the data may be reported but flagged with an expanded uncertainty and as not meeting FMS criteria.
10 Calibration and Standardization
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10.1 Inst rument Setup
Note: In this example, an Applied Biosystems Sciex API 4000 Tandem Mass Spedrometer (LC/MS/MS) is used. Ottier brands of LC/MS/MSs as well as single quadrupole mass spectrometers (LC/MS) may be used as long as the method criteria are met. Brand names, suppliers, part numbers, and models are for illusfa-ative purposes only. Equivalent performance may be achieved using apparatus and materials other tiian those specified here, but demonsti-ation of equivalent performance ttiat meets the requirements of ttiis method is the responsibility of the laboratory. The operator must optimize and document the equipment and settings used.
Establish the LC/MS/MS system and operating conditions equivalent to the following:
Mass Spec: Applied Biosystems API 4000
Ion Source: Turtx) Ion Spray (ABS)
Mode: Electrospray Negative
Scan Type: MRM (Multiple Reaction Monitoring)
Harvard infijsion pump (Harvard Instruments), for tuning
Computer: Dell DHM
Software: Windows 2000 or Windows XP, Analyst 1.4.1
HPLC: Agilent Series 1100
Agilent Quatemary Pump
Agilent Vacuum Degasser
Agilent Autosampler
Agilent Column Oven
Note: One or more C18 HPLC analytical columns (2.1 mm x 100 mm, 5nm or 2.1 mm x 50 mm, 5nm) may be attached on-line after the purge valve and before the sample injection port to retard and separate any residue contaminants ttiat may be in the mobile phase and/or HPLC system.
HPLC Column: Betasil C18,2.1mm x 100mm, 5nm (ThemioElecti-on Corporation)
Column Temperature: 35°C
Injection Volume: 5|JL
Mobile Phase (A): 2mM Ammonium Acetate in ASTM Type I water (See 7.3)
Mobile Phase (B): Methanol
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Liquid Chromatography Gradient Program.
step Number
0
1
2
3
4
5
Total Time (min)
0
1.0
14.5
15.5
16.5
20.0
Flow Rate (/dJmin)
300
300
300
300
300
300
Percent A (2 mM ammonium acetate)
80.0
80.0
10,0
10.0
80.0
80.0
Percent 8
(MethanoO
20.0
20.0
90.0
90.0
20.0
20.0
Note: Other HPLC gradients may be used as long as the method aiteria and project data quality objectives are met.
It may be necessary to adjust the HPLC gradient in order to optimize instmment performance. Columns with different dimensions (e.g. 2.1 mm x 30mm) and columns from different manufacturers (Keystone Betasil C18 etc.) may be used.
iVIass Transitions {Monitored.
Analyte
PFBA (C4 Add)
NFPA (Cs Acid)
PFHA (Ce Acid) TDHA (C7 Acid)
PFOA (Cs Add)
CgAdd
C10 Add
C„ Add
C12 Add
FBSA
FOSA
PFBS
PFHS
PFOS
THPFOS
THPFDS
PFOA[1,2"C]
PF0S[''02]
Mass Transition Q1 (amu)
213.0
262.9
313.0 362.9
413.0
463.0
512.9
563.0
613.0
297.7
497.9
298.9
398.9 498.9
426.9
526.9
414.9
503.0
Mass Trartsition 03 (amu)
169.0
219.0
268.7,118.9
318.7,168.8,118.9
368.9,219.0.169.0
418.7,168.9,218.9
468.8,218.9,269.1
518.7,268.9,218.8
568.7,168.9,318.7
78.0
77.9
98.9, 79.9
98.9, 80.0
80.0,98.8,130.0
406.8,80.9
506.7,81.0 369.8
103.0,84.0
Declustering Potential
-30
-30
-45
-35
-45
-45
-35
-45
-50
-55
-90
-65
-95 -120
-70
-70
-40
-100
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Multiple transitions for monitoring the analytes is an option as summing multiple transitions may provide quantitation of isomers that more closely matches NMR data and may have the added benefit of increased analyte signal. The use of one daughter ion is acceptable if mettiod sensitivity is achieved, provided that retention time criteria are met to assure adequate specificity. While the daughter ions may be chosen at the discretion of the analyst, mass to-ansition 99 is suggested for PFOS. Quantitation may be performed using ttie total ion chromatogram (TIC) for a given analyte. For example, the PFOA TIC would sum all three of ttie monitored ti-ansitions. Use of tiie suggested primary ion is recommended. Retention times may vary slightly, on a day-to-day basis, depending on the batch of mobile phase and the gradient, column, guard column(s) used etc. Drift in retention times is acceptable within an analytical njn, as long as tiie drift continues through the entire analysis and the standards are interspersed throughout the analytical mn.
10.2 Method Acquisition Parameters The following values are provided as an example of method acquisition parameters for a single period, single experiment method using the Sciex insti-umentation. Actual values may vary from instnjment to Instixjment. Also, these values may be changed from time to time in order to optimize for greatest sensitivity. If a multiple period is used, each period may have different gas, temperature, and ion spray voltages.
Curtain Gas (CUR)
Collision Gas (CAD)
lonSpray Voltage (IS)
Temperature (TEM)
Gas 1 (Nebulizer) GS1
Gas 2 (Turbo Gas) GS2
Interface Heater (Ihe)
Entrance Potential (EP)
15.0
High
-4500
450.0
35.0
45.0
ON
-10
10.3 Cal ibrat ion Curve
Analyze the standard curve prior to each set of samples. The validated method specifies that the standard curve should be plotted using a linear fit, weighted 1/x or unweighted. However, the standard curve may also tie plotted by quadratic fit (y = ax + bx + c), weighted 1/x or unweighted, using suitable software. The calibration curves may include but should not be forced through zero. The mathematical method used to calculate the calibration curve should be applied consistently throughout a study. Any change should be thoroughly documented in the raw data.
If the calibration curve does not meet acceptance aiteria, perfomi routine maintenance or prepare a new standard curve (if necessary) and reanalyze.
For purposes of accuracy when quantitating low levels of analyte, it may be necessary to use the low end of the calibration curve rather than the fijil range. For example, when attempting to quantitate approximately 0.05 ng/mL of analyte, generate a calibration curve consisting of the standards fi-om 0.025 ng/mL to 10.0 ng/mL rather than the fijil range of the curve (0.025 ng/mL to 25.00 ng/mL). This will reduce inaccuracy attributed to linear regression weighting of high concentration standards.
High and/or low points may be excluded from the calibration curves to provide a better fit over the range appropriate to the data or because ttiey did not meet ttie pre-detennined acceptance criteria. Low-level curve points should also be excluded if their area counts are not at least twice that of the method and/or solvent blanks. Any curve point may be rejected due to a bad injection
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or failing to meet accuracy requirements of ± 25% (and ± 30% for the LLOQ). Justification for exclusion of calibration curve points will be noted in the raw data. A minimum of 6 points will be used to constmct the calibration curve. No more than 25% of the total extracted calibration standards should be excluded. This does not pertain to low and high levels that may need to be disabled to achieve an accurate curve in ttie concentration range of the samples, rather, this is intended to apply to mid curve points only.
10.4 Continuing Calibration Verification (CCV) Continuing calibration verifications (CCV) are analyzed to verify the accuracy of tiie calibration cun/e. Analyze a mid-range calibration standard, one of ttie same standards used to constmct the calibration curve, at a minimum after every tenth sample, not including solvent blanks, witii a minimum of one per sample set. Calibration verification injections must be wittiin ±25% to be considered acceptable. The calibration curve and the last passing CCV will then bracket acceptable samples. Multiple CCV levels may be used.
10.5 System Suitability A minimum of three system suitability samples will be injected at the beginning of each analytical njn, prior to the analysis of the calibration curve. Typically these samples are at a concentration near the mid-level of the calibration curve are repeated injections fi-om one autosampler vial. The system suitability injections must have area counts with an RSD of S5% and a retention time RSD of S2% to be compliant.
11 Procedures
11.1 Extraction Scheme The following steps represent a typical extraction scheme. Sample extraction volumes and final elution volumes may be adjusted to meet data quality objectives.
Allow samples to equilibrate to room temperature. Thoroughly mix samples by gently inverting the sample bottle.
Measure a 40mL representative aliquot of the well-mixed sample into a 50mL polypropylene centrifijge tubes (Spike the lab matrix spikes as required*, replace lid and mix well). Altemate volumes may be used depending on the scope of the project. Use a consistent sample volume for all extractions and document on the sample prep sheet.
Add 40|JL of 250 mg/mL sodium thiosulfeite solution to 40mL of sample. Adjust the amount of sodium thiosulfate solution added if altemate sample volumes are used. Thoroughly mix sample.
Note: * Samples may need to be presaeened to determine an appropriate matrix spike level (typically approximately 0.5 to 10 times the sample concenti-ation). Altematively the samples could be spiked at more tiian one level, allowing for the inappropriate spike level to be eliminated.
Condition the C18 SPE cartridges (1g, 6mL) by passing approximately lOmL methanol (at a minimum) followed by approximately 50mL (at a minimum) ASTM Type I water. Do not let column run dry. If column does run dry, recondition. SPE cartridges cannot be over conditioned.
Load the analytical sample onto ttie Cl 8 SPE cartridge. Once the entire sample has loaded onto the cartridge, isolate the cartridge fi-om the vacuum and wait until all samples on the vacuum manifold have been loaded. Discard eluate. Open manifold valves and pull a vacuum on the SPE cartridges for approximately 3 minutes to remove residual water fi-om the SPE cartridge.
Elute with exactly 5 mL of 100% methanol. Collect eluate into graduated 15mL polypropylene centrifuge tubes. This is the target elution fi-action (final volume approximately 4.5 mL as not all of the solvent will leave the SPE column. This will not affect ttie calculations in any way since the
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curve is also extracted). Note: the elution volume may be altered to meet project needs. The same elution volume needs to be used for all samples, calibration standards, and QC samples.
Intersperse the method blanks throughout the extraction batch.
Transfer well-mixed aliquots of the final extract to labeled autovials.
Analyze a portion of the target elution fraction eluent using negative electrospray HPLC/MS/MS or HPLC/MS.
Note: Samples are concentrated by a factor of eight during the extraction; Initial Vol = 40mL -> Final Vol. = 5mL.
11.2 Sample Analys is
Set up analysis sample queue. Mettiod blanks must be interspersed throughout the analytical sequence.
Inject the same volume (between 5-25^JL) of each standard, analytical sample and blank into the instalment (unless an on-insti-ument sample dilution is desired).
All sample extracts with a concentration > ULOQ must be diluted and reanalyzed. If dilution of the final extract ^i ls to produce acceptable results (e.g. poor MS recoveries) dilute ttie original sample and re-extract.
12 Data Analysis and Calculations
The chromatography analysis software will typically calculate the amount of target analyte in the sample extracts using the established calibration curve.
Calculate the percent recovery of the LCS using the following equation:
LCS Concentration {^-) LCS% recovery = Si i^* 100%
ng Spike Concentration (—^)
mL
Calculate the percent recovery of the FSCS using the following equation:
FSCS Concentration (^^) FSCS% recovery = SlI^* ioo%
ng Spike Concentration (•— )
mL
Calculate the percent recovery of the FMS using the following equation:
ng ng FMS Concentration ( ) - Average Concentration of Sample/Sample Duplicate (—^)
FMS % recovery = " ^ SlL- • i OQo/o ng
Spike Concentration (—^) mL
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13 Method Performance
Any method perfonnance parameters that are not achieved must be considered in Uie evaluation of the data. Nonconfomiance to any specified parameters must be described and discussed if the project lead chooses to report the data.
If criteria listed in this mettiod perfonnance section are not met, maintenance may be performed on the system and samples reanalyzed, or other actions taken as determined by the analyst/project lead. Document all actions in the raw data.
If data are to be reported when performance criteria have not been met, the data must be footnoted on tables and discussed in the text of the report.
13.1 System Suitabi l i ty
A minimum of three system suitability samples will be injected at the beginning of each analytical run. These samples are mn prior to the calibration curve. The system suitability injections must have area counts with an RSD of s5% and a retention time RSD of ^2% to be compliant.
13.2 Quantitation Calibration Curve: The coefficient of determination (r ) value for the calibration curve must be greater than or equal to 0.990. Each point in the curve must be within ±25% of the theoretical concentration with the exception of the LLOQ, which may be within ±30%.
Demonstration of Specificity: Specificity is demonstrated by chromatographic retention time (wittiin 3% of standard) and the mass spectral response of unique ions.
13.3 Sensi t iv i ty
Solvent Bianl<s and iVietliod Bianl<s: Solvent and method blank area counts must be < 50% that of the lowest standard used in the calibration curve. Solvent blanks analyzed after high level samples or calibration standards may have area counts greater than 50% of the lowest standard fi-om instnjment canyover as long as subsequent solvent blanks analyzed before the next sample/QC sample demonsti-ate that the instalment canyover is decreasing back to expected levels.
Limits of Quantitation (LOQ): The lower LOQ (LLOQ) is the lowest non-zero active standard in the calibration curve; the peak area of the LLOQ must be at least 2X that of the method blank(s). By definition, the measured value of the LLOQ must be within 30% of tiie theoretical value.
13.4 Accuracy
CCV Performance: Calibration verification injections must be within ±25% to be considered acceptable. The calibration curve and the last passing CCV will then bracket acceptable samples. Multiple CCV levels may be used. LCS recoveries should be witiiin ±25% to be considered acceptable and to verify that the method is in control on a given day.
Lab Control Spil<es: The average recovery of the pooled LCSs for each target analyte should be within 80-120% and the percent relative standard deviation of the recoveries must be less than or equal to 20%.
13.5 Precis ion
Reproducibility: Reproducibility of the method is defined by the results of duplicate or triplicate analysis of samples. A RPD or RSD of s 20% will be considered acceptable for replicate lab control spikes. Because field sample duplicates account for variability in sample location (as well as variability in the extraction procedure), RPD or RSD values may be higher. Report the RPD or
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RSD of sample/field duplicates and discuss in ttie report if greater than 20% and the impact on field matrix spike recoveries, if any.
13.6 Analytical Method Uncertainty / Data Acceptability Analytical method uncertainty may be defined and reported in one of two ways. The first approach uses historical LCS data that is control charted and is used to evaluate method accuracy and precision, based on procedures defined in ETS-12-012. In ETS-12-012, a detailed estimation of uncertainty measurements was performed on ETS-8-231.2, "Solid Phase Extraction and Analysis of Perfiuorinated Acids, Alcohol, Amides, Sulfonates and other Fluorinated Compounds by High Perfonnance Liquid Chromatography/Mass Spectrometry". The procedure outlined in this method utilizes the same preparation and analysis steps as tiiose identified in ETS-8-231.2. In that evaluation it was detennined that the use of conti-ol charts was an acceptable approach to detemiining analytical method uncertainty. At least twenty data points are required when using this method for detemnining analytical uncertainty. The method uncertainty is defined as 2xthe standard deviation of the percent recoveries of the pooled lab control spikes. While all LCS data points are control charted, only the most recent fifty data points are used for detemiining the method uncertainty.
When less than twenty LCS data points have been generated for a given analyte, the batch LCS and FMS QC determine the data acceptability. If FMSs meet the ±30% recovery criteria at a level appropriate to the endogenous level, and the LCS meet the ±20% recovery criteria, then the uncertainty of the data is deemed accurate to within 100±20%. If FMS do not meet the ±30% recovery criteria, and historical FMS data does not exist, the analytical uncertainty is evaluated on a case-by-case basis and a discussion included in the final analytical report.
14 Pol lut ion Prevent ion and Waste Management
Sample extract waste and flammable solvent is discarded in high BTU containers, and glass pipette waste is discarded in broken glass containers located in the laboratory.
15 Records
Each data package generated for a study must include all supporting infomiation for reconstnjctibility of the data. Information for the data package must include, but is not limited to the following items: study or project number, sample and standard prep sheets/records, instiximent mn log (instmment batch records, instiximent acquisition method, summary pages), instmment results liles, chromatograms, calibration curves, and data calculations.
16 Attachments
None.
17 References
"Method of Analysis for the Detemiination of Perfluorooctane sulfonate (PFOS), Perfluorooctane sulfonylamide (PFOSA), and Perfluorooctanoate (POAA) in Water", E. Wickremesinhe and J. Flaherty, Study Number 023-002, Centi'e Analytical Labraratories, Inc., State College, Pennsylvania, January 2000.
E01 -0454: Validation report for the "Method of Analysis for the Detemnination of Perfluorooctane sulfonate (PFOS), Perfluorooctane sulfonylamide (PFOSA), and Perfluorooctanoate (POAA) in
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D . used, if current for 1 : ••. 12/07/200]
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
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Water", E. Wickremesinhe and J. Flaherty, Study Number 023-002, Centre Analytical Laboratories, Inc., State College, Pennsylvania.
18 Affected Documents
None.
19 Revis ions
Revision Number Summary of Changes
1 Updated to the new format. Changed Title. Section 1: States the validation of 3 anaiytes, removes reference to EPA document that's no ionger applicabie. Section 2: Provided for the extraction of more than the 3 validated analytes, allows the use of a LC/MS system, not only the LSMS/MS previously mentioned. Section 3: Revised definitions for field matrix spike, field control spike, LLOQ, method blank, and MDL Section 5: Reworded the interferences, added recommendation to use disposable pipettes. Section 6: Re-categorized and pared down. Section 7: Changed storage time to 6 months. Added more calibration points to the table. Section 8:Added statement addressing labeling requirements and spiking procedures. Expanded section 8.8. Section 9: New Section Section 10: Changed some of the parameters in the tables. Allowed for use of different instrumentation. Added information from section 12 of previous version, extensively revised. Section 11 (section 9 in previous version): Clarification of wash step, stated exact volume of eluate is 5 mL, revised standardization process, removed requirement to use LC/MS/MS. Section 12 (section 13 in previous version: no changes Section 13 (section 14 in previous version): Extensively rewritten. Section 14 (section 15 in previous version): no changes Section 15 (section 16 in previous version): Minor changes to recording requirements. Section 16 (section 17 in previous version): Removed attachment. Section 17 (section 18 in previous version): Removed reference to EPA document that no longer applied to this SOP. Section 18: New section.
2 Section 1: Added emphasis that the method is a performance-based method. Added statement that this method does not cover sample collection. Section 2: Removed statement that samples are shipped cold as this is no longer the practice. Removed reference to specific C18 SPE cartridge. Added statement that other extraction and elution volumes may be used. Section 3. Minor edits/clarifications to several definitions. Added surrogate and SPE cartridge as a definition. Removed references to LOD and MDL as this
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laboratory does not report LCD and/or MDL values. Section 6. Added reference to automated SPE workstation. OSection 7. Added additional analytes and updated standard preparation examples. Section 8. Removed verbiage that pertained to sample collection as the 3M Environmental Lab personnel typically do not collect samples. Addressed sample bottle preparation. Section 9. Changed method blank criteria, LMS and FMS acceptance criteria from 100+25% to 100+30%, and LCS criteria where pooled recoveries are used to detemiine acceptance. Section 10. Updated all example instrument conditions for Sciex instrumentation -removed Micromass references Section 11. Clarified extraction procedure - removed inclusion of a 40% methanol wash step. Section 12. Minor edits. Section 13. Added section on determination of analytical uncertainty and changed performance criteria as appropriate.
Section 11.1. Added use of sodium thiosulfate
ETS-8-154.3 Page 20 of 20 Detemiination of Perfluorinated Acids, Alcohols, Amides, and Sulfonates In Water By Solid
Phase Exti-action and High Perfonnance Liquid Chromatography/Mass Spectrometiy
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ATTACHMENT C: PROTOCOL
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Exygen Study Number: P0002561
STUDY PROTOCOL
Study Title:
Analysis of Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Perfluorohexanoic Acid
(PFHA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfluorononanoic Acid (PFNA),
Perfluorodecanoic Acid (PFDA), Perfluoroundecanoic Acid (PFUnA), Perfluorododecanoic Acid (PFDoA),
Perfluorobutanesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and Perfiuorooctanesulfonate (PFOS) in Water, Soil,
and Sediment Using LC/MS/MS for the 3M Cottage Grove Monitoring Program Phase 2
Exygen Study Number: P0002561
Performing Laboratory: Exygen Research 3058 Research Drive State College, PA 16801 Phone:(814)272-1039
Sponsor Representative: Robert A. Paschke Manager, 3M Corporate Environmental Programs Bldg 42-02-E-27 St. Paul, MN 55144 Phone:(651)778-5200
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DISTRIBUTION:
1) Jaisimha Kesari, Study Director, Weston Solutions
2) John M. Flaherty, Principal Investigator, Exygen Research
3) Robert A. Paschke, Sponsor Representative, 3M Company
4) Exygen Research Quality .Assurance Unit
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Exygen Study Number: P000256I
PROTOCOL APPROVAL
Study Title: Analysis of Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Perfluorohexanoic Acid (PFHA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfiuorononanoic Acid (PFNA), Perfluorodecanoic Acid (PFDA), Perfluoroundecanoic Acid (PFUnA), Perfluorododecanoic Acid (PFDoA), Perfluorobutanesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and Perfiuorooctanesulfonate (PFOS) in Water, Soil, and Sediment Using LC/MS/MS for the 3M Cottage Grove Monitoring Program Phase 2
Exygen Study Number: P000256I
APPROVAI
')JJiLUy Jaisimha Kesari, Study Director Weston Solutions
Robert A. Paschice, Sponsor Representative 3M Company
Date
//^/^/i hn M. Flaherty, Principal Investigator
Exygen Research Date
Lydja'Shaffer, Technical I/ead, Quality Assurance Unit Exygen Research
Date
imm " Dat'«
^
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JPROTOGOL! i&PPROVAL
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Exygen Study Number: P0002561
.,;'-I-W'
Study Title: Analysis of Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Perfluorohexanoic Acid (PFHA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfluorononanoic Acid (PFNA), Perfluorodecanoic Acid (PFDA), Perfluoroundecanoic Acid (PFUnA), Perfluorododecanoic Acid (PFDoA), Perfluorobutanesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and Perfiuorooctanesulfonate (PFOS) in Water, Soil, and Sediment Using LC/MS/MS for the 3M Cottage Grove Monitoring Program Phase 2
Exygen Study Number: P0002561
APPROVALS
Jaisimha Kesari, Study Director Date Weston Solutions
Robert A. Paschke, Sponsor Representative Date 3M Company
John M. Flaherty, Principal Investigator Date Exygen Research
Richard A. Grazzini, Management Date Exygen Research
Lydia Shaffer, Technical Lead, Quality Assurance Unit Date Exygen Research
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TABLE OF CONTENTS
TITLE PAGE 1
DISTRIBUTION 2
PROTOCOL APPROVAL 3
TABLE OF CONTENTS 4
INTRODUCTION 5
TEST MATERIAL 5
OBJECnVE 10
TESTING FACILITY 10
STUDY DIRECTOR 10
SPONSOR REPRESENTATIVE 11
PRINCIPAL INVESTIGATOR 11
PROPOSED EXPERIMENTAL START AND TERMINATION DATES 11
IDENTIFICATION AND JUSTIFICATION OF THE TEST SYSTEM 11
SAMPLE PROCUREMENT, RECEIPT AND RETENTION 12
SAMPLE IDENTIFICATION 12
ANALYTICAL PROCEDURE SUMMARY 13
VERIFICATION OF ANALYTICAL PROCEDURE 13
METHOD FOR CONTROL OF BIAS 14
STATISTICAL METHODS 15
GLP STATEMENT 15
REPORT 15
SAFETY AND HEALTH 16
AMENDMENTS TO PROTOCOL 16
DATA RECORD KEEPING 17
QUALITY ASSURANCE 17
RETENTION OF DATA AND ARCHIVING 18
APPENDIX I, ANALYTICAL METHODS 19
APPENDIX U, MINNESOTA POLLUTION CONTROL GUIDANCE DOCUMENTS 32
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INTRODUCTION
The purpose of this study is to perform analysis for perfluorobutanoic acid (PFBA), perfluoropentanoic acid (PFPeA), perfluorohexanoic acid (PFHA), perfluoroheptanoic acid (PFHpA), perfluorooctanoic acid (PFOA), perfluorononanoic acid (PFNA), perfluorodecanoic acid (PFDA), perfluoroundecanoic acid (PFUnA), perfluorododecanoic acid (PFDoA), perfluorobutanesulfonate (PFBS), perfluorohexanesulfonate (PFHS), and perfluorooctanesulfonate (PFOS) in water, soil, and sediment using LC/MS/MS for the 3M Cottage Grove Monitoring Program Phase 2.
The study will be audited for compliance with EPA TSCA Good Laboratory Practice Standards 40 CFR 792 by the Quality Assurance Unit of Exygen Research.
TEST MATERIAL
The test materials are perfluorobutanoic acid (PFBA), perfluoropentanoic acid (PFPeA), perfluorohexanoic acid (PFHA), perfluoroheptanoic acid (PFHpA), perfluorooctanoic acid (PFOA), perfluorononanoic acid (PFNA), perfluorodecanoic acid (PFDA), perfluoroundecanoic acid (PFUnA), perfluorododecanoic acid (PFDoA), perfluorobutanesulfonate (PFBS), perfluorohexanesulfonate (PFHS), and perfiuorooctanesulfonate (PFOS).
PFBA Chemical Name: Perfluorobutanoic acid Molecular Weight: 214 Lot Number: U02C Purity: 99% Supplier: Oakwood Products, Inc. Transitions Monitored: 213-^169 Structure:
F O F
F - .
i
/ I F II
F I
- ^ O H 7
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PFPeA Chemical Name: Perfluoropentanoic acid Molecular Weight: 264 Lot Number: 20524JB Purity: 99.1% Supplier: Sigma-Aldrich Chemical Co. Transitions Monitored: 263 -> 219 Structure:
PFHA Chemical Name: Perfluorohexanoic acid Molecular Weight: 314 Lot Number: 3131 Purity: 98% Supplier: Oakwood Products, Inc. Transitions Monitored: 313 -> 269 and 313 -> 119 Structure:
PFHpA Chemical Name: Perfluoroheptanoic acid Molecular Weight: 364 Lot Number: H3002 Purity: 99% Supplier: Oakwood Products, Inc. Transitions Monitored: 363 -> 319,363 -> 169 and 363 -> 119 Structure:
0 1
/ 1
I
H
1 4
^ I
I \
]
/ I
F
?
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PFOA Chemical Name: Perfluorooctanoic acid Molecular Weight: 414 Lot Number: Y16G Purity: 98% Supplier: Oakwood Products, Inc. Transitions Monitored: 413 -> 369,413 -)• 219 and 413 -^ 169 Structure:
F • F F 0
F F F F
PFNA Chemical Name: Perfluorononanoic acid Molecular Weight: 464 Lot Number: h7568 Purity: 99% Supplier: Oakwood Products, Inc. Transitions Monitored: 463 -* 419,463 -> 169 and 463 -» 219 Structure:
F F F F O
F F F F
PFDA Chemical Name: Perfluorodecanoic acid Molecular Weight: 514 Lot Number: Y31J Purity: 98% Suppher: Oakwood Products, Inc. Transitions Monitored: 513 ^ 469, 513 ^ 219 and 513 -> 269 Structure:
F F F F
F F F F F
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PFUnA Chemical Name: Perfluoroundecanoic acid Molecular Weight: 564 Lot Number: UllN Purity: 99% Supplier: Oakwood Products, Inc. Transitions Monitored: 563 ->• 519, 563 -> 269 and 563 -» 219 Structure:
F" F F F F F
F T F T F T F T F
PFDoA Chemical Name: Perfluorododecanoic acid Molecular Weight: 614 Lot Number: YOU Purity: 98% Supplier: Oakwood Products, Inc. Transitions Monitored: 613 -> 569, 613 -> 169 and 613 -> 319 Structure:
F | F | F I F I F I F
F I F I F I F I F
PFBS Chemical Name: Perfluorobutanesulfonate Molecular Weight: 338 supplied as the potassium salt (CApgSOs'K*) Lot Number: 2 Purity: 97.3% Supplier: 3M Transitions Monitored: 299 -» 80 and 299 -> 99 Structure:
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PFHS Chemical Name: Perfluorohexanesulfonate Molecular Weight: 438 supphed as the potassium salt (CeFnSOs'K^) Lot Number: NB 120067-69 Purity: 98.6% Suppher: 3M Transitions Monitored: 399 -> 80 and 399 -» 99 Structure:
PFOS Chemical Name: Perfluorooctanesulfonate Molecular Weight: 538 supplied as the potassium salt (CsFpSOj'K'^) Lot Number: 430180/1 Purity: 101.2% Suppher: Fluka Corporation Transitions Monitored: 499 -* 80, 499 -^ 99 and 499 -^ 130 Structure:
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Exygen Study Number: P0002561
OBJECTIVE
The purpose of this study is to perform analysis for perfluorobutanoic acid (PFBA), perfluoropentanoic acid (PFPeA), perfluorohexanoic acid (PFHA), perfluoroheptanoic acid (PFHpA), perfluorooctanoic acid (PFOA), perfluorononanoic acid (PFNA), perfluorodecanoic acid (PFDA), perfluoroundecanoic acid (PFUnA), perfluorododecanoic acid (PFDoA), perfluorobutanesulfonate (PFBS), perfluorohexanesulfonate (PFHS), and perfluorooctanesulfonate (PFOS) in water, soil, and sediment for the 3M Decatur Monitoring Program Phase 2 using the current version 3M Environmental Laboratory analytical method ETS-8-012.0: Method of Analysis for the Determination of Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Perfluorohexanoic Acid (PFHA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfluorononanoic Acid (PFNA), Perfluorodecanoic Acid (PFDA), Perfluoroimdecanoic Acid (PFUnA), Perfluorododecanoic Acid (PFDoA), Perfluorobutanesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and Perfluorooctanesulfonate (PFOS) in Water, Soil and Sediment by LC/MS/MS
TESTING FACILITY
Exygen Research 3058 Research Drive State College, PA 16801 Phone:(814)272-1039
STUDY DIRECTOR
Jaisimha Kesari P.E., DEE Weston Solutions, Inc. 1400 Weston Way West Chester, PA 19380 Phone:(610)701-3761 Fax:(610)701-7401 [email protected]
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Exygen Study Number: P0002561
SPONSOR REPRESENTATIVE
Robert A. Paschke Manager, 3M Corporate Envirormiental Programs Bldg 42-02-E-27 SL Paul, MN 55144 Phone:(651)778-5200
PRINCIPAL INVESTIGATOR
John M. Flaherty Exygen Research 3058 Research Drive State College, PA 16801 Phone:(814)272-1039 [email protected]
PROPOSED EXPERIMENTAL START AND TERMINATION DATES
It is proposed that the analytical portion of this study be conducted from October 20, 2006 to December 31, 2007. The actual experimental start and termination dates will be included in the final report.
IDENTIFICATION AND JUSTIFICATION OF THE TEST SYSTEM
The following are the test systems for this study: • Water (groundwater, surface water and interstitial (pore) water) • Soil • Sediment
The samples will be collected by Weston Solutions. The control samples will be purchased or acquired and/or prepared by the testing facility Acquisition details for the control samples will be included in the final report associated with this study.
The test systems were chosen to assess the envirorunental impact of the test substances in the Cottage Grove, Miimesota area.
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SAMPLE PROCUREMENT, RECEIPT AND RETENTION
Water, soil, and sediment samples will be received at Exygen from 3M afler being collected by Weston Solutions. The details of sample procurement for this study are outlined in the 3M work plan entitled "Phase 2 FC Assessment Work Plan" dated July 2006, revised August 7, 2006. The number and types of samples collected will vary depending availability in the field. Additional samples may also be collected in the field at the discretion of the study director. The total number of samples received and analyzed for each matrix will be documented in the final report associated with this study.
Water, soil, and sediment samples will be used as received without further mechanical processing at Exygen. The samples will be mixed thoroughly by shaking by hand prior to taking an aliquot for the extraction. These samples will be stored refiigerated at 2°C-8°C.
The receipt of the samples will be documented in the final report and raw data associated with the study.
SAMPLE IDENTIFICATION
Prior to analysis, each sample will be assigned a laboratory sample reference number. The reference number will be unique and will distinguish each laboratory sample that is processed throughout the analytical procedure. Chromatographic data will be identified by the laboratory sample reference number.
Sample storage conditions and locations will be documented throughout the study.
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ANALYTICAL PROCEDURE SUMMARY
References: ETS-8-012.0: "Method of Analysis for the Determination of
Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Perfluorohexanoic Acid (PFHA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfluorononanoic Acid (PFNA), Perfluorodecanoic Acid (PFDA), Perfluoroundecanoic Acid (PFUnA), Perfluorododecanoic Acid (PFDoA), Perfluorobutanesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and Perfluorooctanesulfonate (PFOS) in Water, Soil and Sediment by LC/MS/MS"
VERIFICATION OF ANALYTICAL PROCEDURE
A laboratory control sample will be used for the preparation of fortified control samples. The test substance will be made into solutions as per the method, and added to the matrices via a micropipette.
For water sampling, Exygen will supply one bottle per sample collected. The bottles will be 500 mL precleaned Sci/Spec Premier wide mouth HDPE bottles. These bottles have been routinely used for fluorochemical sample collection at the testing facility and have been shown to be firee of fluorochemicals. All containers used for water sample collection will be shipped to the sample location. For water samples designated as field spikes, the water sample will be added to each container to a volumetric fill line. A field duplicate and at least two levels of field spikes of each sample will be collected. Some sites may have additional field spikes to bracket the possible concentration ranges of analytes in a location. The field spikes will contain PFBA, PFPeA, PFHA, PFHpA, PFOA, PFNA, PFDA, PFUnA, PFDoA, PFBS, PFHS and PFOS. The field spikes will be used to determine the precision and accuracy of the method for each site sampled. Laboratory spikes and laboratory duphcates for water will not be a component of this study but, if necessary, can be done with approval or by request of the study director.
For soil and sediment, Exygen will supply one 500 mL precleaned Sci/Spec Premier wide mouth HDPE bottle per sample collected or a zip-seal bag. All containers/bags used for sample collection will be shipped to the sample
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location. Samples will be added to each container or bag in the field. Laboratory duplicates and two laboratory matrix spikes will be performed for each soil/sediment sample received at Exygen Research.
Recoveries of field matrix spikes (FMS) are anticipated to be between 70% and 130% of the fortified levels. If the recoveries of the field spikes fall outside the acceptable range, the sample result will be reported as "NR" (not reported due to QC failures).
METHOD FOR CONTROL OF BIAS
Control of bias will be addressed by taking representative sub-samples from a homogeneous mixture of each matrix from untreated control samples, and by analyzing at least two levels of fortifications. Lab control spikes are used to determine the overall data uncertainty for each batch. HPLC grade water will be used to prepare the lab control spikes for aqueous samples and control soil or sediment will be used to prepare the lab control spikes for non-aqueous matrices. Triplicate lab control spikes at a minimum of two different concentrations are to be performed with each extraction batch. The relative standard deviation of the pooled recoveries must be less than or equal to 20.0% and the average recovery must be 80-120%. Low lab control spikes should be prepared at concentrations approximately five to ten times higher than the targeted LOQ and high lab control spikes should be prepared at concentrations near the mid-point of the curve.
Method blanks must be done with each extraction batch. A range of three to seven method blanks must be prepared interspersed throughout the extraction batch and analyzed throughout the analytical sequence. The mean area count for each analyte in the method blanks must be less than 50% of the area count of the LOQ standard. The standard deviation of the area counts of these method blanks should be calculated and reported. A large relative standard deviation (RSD) is expected if area counts are near the instrument noise levels due to the possibility that area counts might vary throughout a run depending on the minor target analyte background variability, minor instrument response variability, or other interference concentration present that may eiJiance or suppress the response. If the mean area counts of the method blanks exceed 50% of the LOQ standard, then the LOQ must be raised to the first standard level in the curve that meets criteria. Altematively, the method blanks could be evaluated statistically to determine outhers or technical justification to eliminate a blank may be made when determining the LOQ. The criteria are then applied again to evaluate method blank compliance. If any method blanks are removed from the LOQ determination, document in the report or the raw data as appropriate.
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STATISTICAL METHODS
Statistics will be limited to those specified in the subject method and to the calculation of average recoveries and relative standard deviations, as applicable. Each individual result for samples and lab or field duplicates will be reported; however, an average and a relative percent difference (RPD) calculation will also be done.
GLP STATEMENT
All aspects of this study shall be performed and reported in compliance with EPA TSCA Good Laboratory Practice Standards 40 CFR 792. The final report or data package (supplied to the Sponsor) shall contain a statement that the study was conducted in compUance with current and applicable GLP standards and will outline any deviations in the study from those standards. This statement will be signed by the Study Director and Sponsor Representative.
REPORT
A final report will be prepared by the principal investigator or their designee at the conclusion of the study. The report will include, but will not be limited to, the following:
• The name and address of the Study Director, Sponsor Representative, and of the testing facility.
• A statement of GLP compliance (any related documentation, such as chain-of-custody records, must be in the study records).
• The signed and dated statement by the Exygen Research Quality Assurance Unit regarding dates of study inspections and dates findings were reported to the Study Director and Management.
• A description of the exact analytical conditions employed in the study. If the subject method was followed exactly, it is necessary to include only a copy of the analytical method. Any modifications to this method will be incorporated into the report. If the method is photo-reduced, the project number and page number must be Included on each page.
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Description of the instmmentation used and operating conditions.
All results from all sets analyzed. Control and fortified samples will be identified and the data table will include sample number and fortification level.
Representative chromatograms for each analyte in each matrix, including chromatograms of a standard and a control sample, and a chromatogram at a fortification level. The location of the analyte peaks will be clearly identified in all chromatograms.
All circumstances that may have affected the quality or integrity of the data will be documented in the report.
Locations where raw data and the final report are to be archived.
Additions or corrections to the final report shall be in the form of an amendment signed by the Shidy Director. The amendment shall clearly identify that part of the report that is being altered and the reasons for the alterations. The amendment will be signed and dated by the Study Director and the Sponsor Representative.
SAFETY AND HEALTH
Laboratory personnel will practice good sanitation and health habits.
Every reasonable precaution shall be taken to prevent inadvertent exposure of persormel and the environment to the test or reference substance(s).
AMENDMENTS TO PROTOCOL
All significant changes to the analytical protocol outiined here will be expressed in writing, signed and dated by the Study Director and Sponsor Representative. Amendments usually will be issued prior to initiation of study plan change. However, when a change is required without sufficient time for the issue of a written amendment, that change may be effected verbally with supporting documentation signed and dated by the Study Durector and followed with a written amendment as soon as possible. In this case, the effective date of the written amendment will be the date of the documented change. Copies of the signed amendments will be appended to all distributed study plan copies. The original amendment will be maintained with the original study plan. Any deviations from the study plan or from the analytical
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method as provided will be documented and reported promptly to the Sponsor Representative.
DATA RECORD KEEPING
Records to be maintained include the following (as appropriate):
Sample tracking sheet(s) Sample receipt records, storage history, and chains of custody History and preparation of standards (stock, fortification, calibration) Description of any modifications to the method Instrument run sheets, bench-sheets or logs Analytical data tables All chromatographic and instiumental conditions Sample extraction and analysis dates A complete listing of study persormel, signatures and initials Chronological presentation of all study correspondence Any other documentation necessary for the reconstruction of the study
Chromatograms- All chromatograms will contain the following:
• Sample identification, injection date, arrow or other indication of the area of interest, and injection number corresponding to the run.
• Additionally, fortifications will include the amount of analyte added and the sample number of the sample that was fortified.
• Analytical standard chromatograms will additionally include the concentration (e.g., ng/mL).
• As part of the documentation the following sheets will be included in each analytical set: a run sheet listing the samples to be nm in the set, and an instrument conditions sheet describing the instrument type and operating conditions.
• All applicable requirements for reporting of study results as per 40 CFR 792.185.
QUALITY ASSURANCE
The QA Unit of Exygen Research will inspect the study at intervals adequate to assure compliance with GLP's, and will report the findings of audits to the Study Director, Exygen Management, and the Sponsor Representative.
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RETENTION OF DATA AND ARCHIVING
All hard copy raw data, including, but not limited to, the original chromatograms, worksheets, correspondence, and results shall be included with the data package submitted to the Study Director. These will be archived with the original study plan, amendments, final report, and all pertinent information from the Sponsor.
The testing facility shall keep all electronic raw data and any instrument, equipment, and storage logs for the period of time specified in 40 CFR 792.195. An exact copy of the materials submitted to the study director will also be kept at Exygen Research.
Exygen will obtain permission from the study director before discarding or returning samples.
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APPENDIX I
ANALYTICAL METHOD
ETS-8-012.0 "Method of Analysis for the Determination of Perfluorobutanoic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Perfluorohexanoic Acid (PFHA), Perfluoroheptanoic Acid (PFHpA), Perfluorooctanoic Acid (PFOA), Perfluorononanoic Acid (PFNA), Perfluorodecanoic Acid (PFDA), Perfluoroundecanoic Acid (PFUnA), Perfluorododecanoic Acid (PFDoA), Perfluorobutanesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and Perfluorooctanesulfonate (PFOS) in Water, Soil and Sediment by LC/MS/MS"
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^ Enviranmental Laboratory
Method
Method af Analysis for the DBtermlnaUon of PerfluorobutanDic Acid (PFBA), Perfluoropentanoic Acid (PFPeA), Pertluorohtxtnoie Ac id (PFHA), Perfluoro/iepttno/c Acid {PFHpA), Peifluoroadanolc Ac id (PFOA), Pareuarononanoic Acid (PFNA), Ptr f luorodtcmolc Acid (PFDA),
Periluoroundecanoic Acid (PFUnA), Perfluorododecmolc Ac id (PFDoA), PtrfluorobutBnesulfonate (PFBS), Perfluorohexanesulfonate (PFHS), and
Pertluorooctanesalfonate (PFOS) In Water, Soil and Sediment by LC/MS/MS
Method Number eTS-8-012.0
Adoption Date: Upon Signing
BffectiveOate: l O f h / o C
Approved By:
VUfliam K. Reagen, Technical Manager Dale
ET5-S-0I2.0 Past 1a f12 Mtttiod at Anatyi i i for Dw IM«rminiiJeA of Pcfltuerobutmeic Add (PFBA). Perlbjarapenlwialc Acid (PFPeA). Peif uercfieiEinoic
Add IPFHA). Pcrflueroheptande Add (PFHpA). PirftuorooctinDieAcid (PfOA). ParfluorenoranncAdd (PFNA). PerfluoradacanM Add (PFDA). PartuofoundwwMic Add (PFUnA). PtrfluorododecaMic Add (PPOoA). Pir i lwiabulanaBii irsnM (PFB$|.
Pei f lmrohaunuufcnal t [PFHS). and Par fuenodwmi i l on i l t (PFOS) in W « w . Sgl and SedimaM tnr LCMSMS
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Exygen Study Number: P0002561
1 Scope and Application
Thi» method I j to be used to quanlify Pertluofobutanoic Add (PFBA), Perfluofopentaroic Add (PFPeA), Perfhioiohexanok: Add (PFHA), Petfluoniheplanaic Add (PFHpA), Perfluorooctanoic Add (PFOA), PerfkwroronanoJc Add (PFNA). Perfluondecanoic Add (PFDA), Perfluoroundecanoic Add (PFUnA), Perfluorododecanoic Add (PFDoA), Perfluofobutanesulfenate (PFBS), PerfluorohexanasuKonale (PFHS), and PerfluoroodanasuHonate (PFOS) by High Performance Liquid Chronatognph)' coupled Io a tandem M a u Spectionetric Detecl« (LCMB/MS) in water, tol l and wdlment. The method is designed to obtain a kwer I'mt or quantitation (LOQ) of 0.02S ng/mL (water) and 0.20 ng/g (soU and sediment).
2 Msthod Summary
Aqueous sanvles are mixed with equal volumes of acetonMe, thoroughly mined, centrifuged and atquotsd f a analysis by LOMSMS. Similarly, o n » 9 n m atquols of soil and sediments are mixed with S020 ace(onil>ile.waler mixture, thoroughly mixed, cantiifuged, and aOquofad for analysis by LC/MSMS.
This is a peiiomunc».ba$ed method. Method accuracy is delemi'nad for each sample set using multiple lab«ato7 control spikes at multiple concenlralJonE. Ih is method also requires that the pradsion and accuracy Ibr each sample be detennined using feld matrix spkes (aqueous samples) or laboratory matrix spikes (soil and sediment) to verify Ihat the method Is appllcabia to each sample matrix. Sample resuNi for spkes outside of 70% to 13(ni, win not be reported due to quaUiy control sample failures.
Fortificalion levels for field matrix spikes and for labocalory matrix spikes shouki be at least 50% of the endogenous level and less than 10 times the endogenous level to be used to determine the statement of accuncy for analytkal results.
3 D e t i n i t i o n s _ ^
3.1 C a l i b r a t i o n S t a n d a r d
A sdutjon prepared by sfriking a known volume ol the Working Standanl (WS) into a predetermined amount of ASTM type I or HPLC grade water, diluted with acatonitrile, and analyzed according to INs method. Calibralkxi standards are used to calibiate the instrument response with resped to analyte concentration.
3 .2 L a b o r a t o r y D u p l i c a t e S a m p l e ( L D S , o r L a b D u p )
A laboratory dupficate sample is a separate alkguot of a sample taken In the analytkal laboratory that is extracted and analyzed separately with Identical pmeedures. Analysis of LOSS compared to Ihat of the f i r^ aliquot gfve a measure of Ihe precision associated with laboratory procedures, but not with sample collection, preservation, or storage piooedures.
3.3 F i e l d B l a n k ( F B ) / T r i p B l a n k
ASTM Type I or HPLC grade water placed in a sample container in the laboratory and treated as a sample in all respects, including exposure to sampling site condKions, storage, presenratnn and aH anaVtical procedures. The purpose of the FB is to detemiine if test substances or other interferences are present in the fleht environmenL This sample is also referred to as a Trip Blank. Trip blanks are not a requirement for soi or sedrmenl sampM.
3.4 F i e l d D u p l i c a t e S a m p l e ( F O S , F i e l d OupJ
A sample collected in duplicate at the same time from the same location as Ihe sample. The FDS is placed under klenlical drcumstances and treated exactly the same throughout field and laboratory procedures.
ETS-8-012.0 P a g e 2 o n 2
IMUiod or An»rysii Iw iTii o<ltnii)r<«non or Perfuorobulatwc Add ( fVM) . Pt{ tuonpenunM Add (PFPeA), ParfluDrohaxfriDie Add IPFHA), l^rfluorolwpunoic Add (r>FHpA>. Pvfluoroodandc Acid (PFOA), Poffluwononuiolc Add (PFNA), Perflunodduftoic
Add (PFOA). Pefljuorounddanolc Add (PFUnA). Pirfluorodadecanok Add (PFOoA^. PeriuorotlutanouiifortMt (PFaS). Piiikioronenneiil ldnau IPFKSI. u d PnSuotnidjiwuironsIa (PF(}S) In Wklw. Sol and Svilnicnl by LC/MSNS
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Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Exygen Study Number: P0002561
Analysis of the FDS compaied to Ihat of the first sample gives a measure of the predsion assodatad wth sample cdleclion, preservation end storage, as wel as with lat)oratory procedures.
3 .5 F i e l d M a t r i x S p i k e ( F M S )
A sample to whteh kno«n quantities of the target analytes are added to the sample boUe In the laboratory before the bodies are sent to the fleld for cofiedkin of aqueous samples. A known, specific volume of sample must be added to Ihe sample contakiar without rinsing. This may be accomplished by making a t i l to this lever line on Ihe oulsde of the sample container. The FIUIS should be spiked between eppnsidmataly S0% and 10 timet the expected aralyte concentiation in the sample. If llie expected range of analyte concentrat'xxis is unknown, muKpla spka* at varying levels may be prepared to increase the Italihood that a s p i n at an appiopitale level Is made The FMS is analyzed to ascertain if any matric etfeda, interferenoes, or stabiiily issues may compteale Vie interpretation of the sample analysis.
3 .6 T r i p B l a n k S p i k e ( F i e l d S p i k e C o n t r o l S a m p l e , F S C S )
An alkguol of ASTM Type I or HPLC grade water to whk:h known quanliUes of the target analytes are added in the tatxxatory prior to the shipment of Ihe collection battles. The FSCS is sxtieded and ana l^ed exactly like a sample to help detemiine lithe method is in control and whethera lost oFanalyte couki be attributed to hoUing lime, sample storage and/or shipment istuas. A kiw and high FSCS are appropriate whan expected sample cancentFBIions are not known or may vary. At least one separate, un-splced sample must be taken at the same time and place as eadi FMS.
3 .7 L a b o r a t o r y C o n t r o l S a m p l e ( L C S )
An aliqual of control matrix to which known quantities of the target analytes are added in the laboratory at Ihe time of sample exbaction. At least two levels are inckidad. one generally at the k w end of the calbretbn cunre and one near ttw m'd to upper range of the cunre. The LCSs are e t radad and analyzed exactly like a laboratory sample to determine whether the method is in control. LCSs shouki be prepared each day samples are extracted.
3 .8 L a b o r a t o r y IMatr lx S p i k e ( L M S )
A laboratory mabir spike is an alX)iiot of a sample to whEh knoiui quantities of target analytes are added In the laboratory. The LMS is exbaded and analyzed exactly like a laboratory sample to deletmine whether Ihe sample matrix contributes bias to the anayical results. The endogenous concenlrstlons of the analytes in the sample matrix must be determined In a separate aliquot and the measured vakres in the LMS corrected for these conoentralkins. LtASs are required tor sdls and sediments and are optkxial for analysis of aqueous samples.
3 .9 L x i b o r a t o r y S a m p l e
A ponkm or aliquot of a samplB received liom the fiekl for testing.
3 .10 L i m i t o f Q u a n t i t a t i o n (LOG))
The bwer limit of quantitation (LLOQ) for a dataset b the kxvest concentratkn that can be reliably quantitated within the specified limits of precsnn and accuracy cfuring routine operating conditions. To siniplify data reporiing. Ihe LLOQ is generally selected as the k»est noozero standard in the calibration curve that meets method criteria. Sample LLOI3s are matrix-dependenL
The upper limit of quantitation (ULOQ) for a dataset is the highest concantrainn that can be reliably quantitated wUhrn the specified limits of precision and accuracy during routine operating condrtnns. The higtiest standard in the caibhslion cunre thai meets method criteria is defined as Ihe ULOQ.
ETS-8-012.0 Page 3 nf 12
Mdlhod or A n i l y i l i (dr lh« Oilenninatlon or PorlXiorgbulanolc Add (PF8A), PirSUDfopontanoie Add (PFPeA). PorfluorohaxanoJc A d d (PFHA), Ptrl luorohepunolc Add (PFHpA). Perfluoroodanolc A d d (PFOA), Perftjarano/unoic Add (PFMA). Perfluorodeconoic
A d d IPFOAi. perihjorounddcande Add (PFUnA). Perfk i rxododeunolcAdd (PFOoA). PdmuorobulanesuHonalQ (PFBS). PMuorot l t t ianoiu l ldnaK (PFHS), and PonhiorooclaMWildnala (PFOS) In Walar. SoU and Sodimant try l O M S I M S
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Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Exygen Study Number: P0002S61
3.11 M e t h o d B l a n k
An aliquot of control matrix thai is beated exactly Ike e laboratory sample induding exposure to a l giasswaie, equipinent. solvBnIs. and reagents that are used with other laboratory samples. The method blanic is used to detemiine K test substances or other interferences are present in the laboratory environment, the reagents, or
3.12 Sample A sample is an aliquot removed from a larger quantity of nialeriai intended to represent the original souree material.
3.13 S t o c k S t a n d a r d S o l u t i o n (SSS)
A ooncenlraled toiullon of a singleenaVIe prepared in the laboratory with an assayed reference compound.
3.14 Su r roga te
A compound similar to Ihe target analyte(s) In chemcal composition and behavior that it not nomnally found in the sarnple(s). A sunogate compound is typically a target analyle with at least one atom containing an isotopcaHy labeled aubsthution. If used, sunogalE^s) are added to all samples and qualHy control samples (except sdvem blanks and hall of Ihe prepared method blanks). Surrogale(s) are added to quantiiaiNeiy evakala the entire analytical pnicedure including sample collection, extradion, and analysis, Induskin c( a sunogate analyte is an optional quality contnil measure and is NOT required.
3.15 W o r k i n g S ta i ^da id (V\IS)
A sdulion of several anaVles prepared in the laboratoiy from SSSs and diluted as needed to prepare caSbrabon standanls and other required anatyte solutions.
4 Warnings and Cautions
4.1 Haa l th a n d Sa fe ty
The acute and dvortc loxidly of Ihe standanls for this method have not been precisely determined; however, each shouki be treated as a potential health hazard. The analyst shouU wear gtoves, a lab coal, and safety glasses to prevent eqMsure to chemrcats that might be present.
The bboiatoiy is responsible for maintaining a safe wort< environment and a cunent eviarenest of bcal regulations regarding Ihe handling of the chemicals used'n this method. A reference file of material saiely data sheets (MSDS) should be avaiabis to all peceonnd involved in these analytes.
4 .2 Cau t i ons
The analyst must be familiar with the laboratory equipment and potential hazards including, but not limited too, the use of solvents, pressurized gas end sohrent lines, high voltage, and vacuum systems. Refer to the appropriate equipment procedure or opemtor manual for additkxial infomiation and cautions.
5 In te r fe rences
During extiaiaion and analysis, major potential contaminant sources are reagents and glassware. A l materials used In the analyses shall be demonstrated to be free fmm interferences under condrlions of analysis by mnning method blanks.
ETS-8-012.0 Page 4 of 12
Method of Ajialyiia fo* Ihe Delenrlnallon o i PerSuorobulinoJc Add (PFBA). Perfuorapemanoic Add (PFPeAJ. PartuoralieKanoic A d d IPFHA). Poiluonihaplsnoic A d d (PFHpA), Pariluorooclanolo A d d (PFOA). Partkiorononanole Add (PFNAI. Partuoradecanolc
Add ( P f ^ A ) . ParthionMjndacanoie Add ( i ^UnA) , Periluorododecanofc A d d (PFOoA), PeftuorotMianesutonate (PFBS). PwfluGfohaxanaaullonale (PFHS), and PntuoraouanaMifonala (PFOS) In Waier. S o l and Sedhrwnlby LCIMSTMS
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Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Exygen Study Number: P0002561
Partt and tuppliet that contain TeflonV should be avoided or minimized due to the possibility of Interference endnor contamination. These may Include, but are not UmilBd to: wash boWes, TafVin* Ined caps, autovial caps, HPLC partt, etc.
The use of disposabla micnjpipettes or pipettes to allquct standard solutkxis Is lecommanded to make calibration standards and matrix spikes.
6 Instrumentation, Suppllas. and EquipBiant
6.1 Instrumentation and Equipment A high performance i f M r^omatogtaph capable of pumping up to 2 sclents and equipped with a variable volume injector capable of injeding 5-200 \ i . connected to a tandem Mats Spectnmeler (LC/MSMS). Appied B'rosystems Sdex API WOO intbumenlatlon Is lequied to meet the LOQt of 0.025 ngiVnL (water) and 0.20 ng/g (soli and sediment). V analyte oonoentrations require diUions tor one or more analytes Ihat preckide the targeted LOQs from being reached. Applied Biotystems Sdex API 4000 inslmmentatton may be utilized since the LOQt wlll already be raised.
Analytical balance capable of reading to 0.00001 g.
A device to ooHed raw data for paak 'ntegtatkin and quant'itatton
15-mL and SCknL disposable polypropylene centrifuge tubes.
Disposable mterapipeltes (tO-20 pL, 25-50 p L 50-100 p L 100^001^.).
125-mL LOPE nanowHnoulh bottles.
2-mL clear HPLC vial kit.
Disposable pipettes.
Ubasonicbalh.
Centriiuge capable of spinning 15-mL and 50-mL pdypropylene tubes at 3000 rpm.
5.2 Chromatographic System Analytical Column: Luna 3 pm C8 (2) Mercury (Phenomanex), 2 mm x 4 mm, 3 (jrn (P/N; 0OM-424a-DOCE)
Temperature: 35*C
Mobile Phase (A): 2 mM Ammonium Acetate in Water
Mnhih Phase (B):Methand
Gradient Program:
Time Iminl 0.0 0.5 2.0 5.0 5.1 6.0 B.I 10.0
54A 90 90 10 10 0 0 90 90
Jt l 10 10 90 90 100 100 10 to
InjedkxiVohjme: 5 ^L (can be increased to as much as SO iJL).
Quant'itatioa' Peak Area - extemal standard caltxation curve, Mx weighted.
ETS-8-012.0
Flow Rate
lml/n»Bl 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75
Pages of 12
HoSiod o l AnaVila tor Ihe DeteminMion of Padhiorobiunol i : Add (PFBA), Parfkionfientandc A d d (PFPeA). PelSuoraneXHidc A d d (PFHA). Pefft ioiol iei i l tnelc A d ( (PFHpA). PertuonoCMnolc Add (PFOA). Pemuoionoivnolc A d d (PFNA), Pertkionideeanoic
Add (PFOA), ParfluoroundecandcAcM (PFUnA), Paifluorododecanolc Add (PFDoA). PoftuorofeulaneauVonate (PFBS), parfluararicxanesuironate (r>FHS). M d Pemuvoodenei i i ronale (PFOS) in VlWer. So l and SedimenI by LCMSIU&
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Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Exygen Study Number: P0002561
RunTime: '10minutes .
The preveut infonnation is intended as a guide; allemate eonditk)ns end equipment may be used provklBd that data qualty ofcjecdves are met.
6.3 MS/MS System
6J.1 Mode' Bedrosp i ^ Negative MRM mode, monloring the tilowinglranslions:
AnaMe PFBA
PFPeA PFHA
PFHpA PFOA PFNA PFDA
PFUnA
PFDoA
PFBS PFHS
PFOS
Transition Monitored
213-> 169
263 -» 219 313-> 269 and 3 1 3 - t 119
363 -» 319. 363 -»169 end 363 - » 1 1 9 413 -» 3 6 9 . 4 1 3 - • 219 and 4 1 3 - v 169
463 -> 419.463 -> 169 and 463 - » 2 1 9 5 1 3 - * 4 6 9 , 5 1 3 - « 2 1 9 a n d 5 1 3 - » 2 6 9 563-« 519,563-> 269 and 563-> 219
6 1 3 - * 569,613-> 169 and 613 -« 319 299 •« 80 and 2 9 9 - * 99 399-» 60 and 399-> 99
499 -> 80.499 -> 99 and 499 -> 130 Multiple transitions tot monitoring the analytes are required because summing multiple transitbns provides quantitation of isomers.that matches NMR data and has Ihe likely added beneTrl o l increased analyte signal.
The prevbus informatnn is intended as a guide, alternate instniments and equipment may be used.
7 Reagents and Standards
Walar -HPLC grade
Methand-HPLC grade
Ammonium Ace la le -AC.S. Reagent Grade
AcetonHriie-HPLC grade
Perfluorobutanoic Add (PFBA) - Oakvraod Produds. Inc
PerfkloicpeiiAanoic Ackl (PFPe^ - SigmsAlikrich
Perftuorahexanoic Add (PFHA) - Oakwood Produds, Inc
Perfluoroheptanoic Add (PFHpA) - Oakwood Products, Inc
Perfluorooaanote Add (PFOA) - Oakwood Produds, Inc
Perftuorononenoc Add (PFNA) - Oakwood Products. Inc
Perfluorodecanoic Ackf (PFDA) - Oakwood Products, Inc
Perfluoroundecandc Add (PFUnA) - Oakwood Products, Inc
Perfluorododecanoic Acid (PFOoA) - Oakwood Products, Inc
Periluorobutanesulfonate (PFBS) - 3M
ETS-8.012.0 Page 5 of 12
Method of Ana ly i i i for t i e Delenninaljon of Pedtuoroliutanoic Add (PFSA), Perfuoropenlanolc Add (PFPeA), Perfluorohexanoic Add (PFHA). Poilluoroheotinolc A d d (PFHpA), Perihiorooctanolc Add (PFOA), Pertuorononanolc A d d (PFNA). Perfluorodecanoic
A d d (PFOA), PertuoToundecanoic A d d (PFUnA), Peifluorododacandc Add (PFOoA), Perfluorobutanssuironale (PFBS). PtrfluoronaKanasulfonale (PFHS), and PaiDuoroodanetuirMiale (PFOS) In Water, SOU and SedlmerK by LCMSrMS
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Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Exygen Study Number: P0002561
Perfluonihexanasulbnals (PFhIS) - 3M
Perfluorooctanesulbnate (PF(}S) - Fkjke
The previous infomiation is intended as a guide. Reagentt and standards from alternate sources may be used.
8 Sannpla Handling
8.1 W a t e r S a m p i s E x t r a c t i o n
8.1.1 MeasuelOmLcfsamplelntoeSOmLpolypropylenecenliiugetubei FortKcetkxisaretobedaneatlhis
point, Uneoetsaty.
6.12 . Add 10 mL of acelonrHe to the sanvie in t i e centrifuge lube Cap dgHy a i d shake.
8.1J Sonicate sample for-2 hours St room tempeialuie.
8.1.4 Cenli i lugelbi-10miiutesat-3000rpm
8.1.5 Transferapcrtionofthesupemelanltoanautosaqplervlallaranalyss.
6.1;6 Dilute sample, ifnecassary, with 5(^50 BCetonilrile.'watBr.
8 .2 S o i l a n d S e d i m e n t E x t i n c t i o n
B2.1 Wsigh1g'cfsanipleMoa154nLpol)propyleneosnlrilugatube Fbrtrfcalicnsaietobedoneatlhispoint.1 necessary.
a Z 2 Add 8 mL of 8O20acelonilrilawaler to the sample in the cenlriliige tube. Cap tightly and shaka
82.3 Sonicate sample tor-2 hours St room temperature.
82.4 Centrifuge tor-10 ninules at-3000 ipm.
82.5 Tiansferaportionofthesupemalanltoaneutosanvlervialioranalvsis.
62.6 DilijtBsample. ?neces8ary,wth50:50ac8tonilr3e.'water.
B2.7 Aneiyze samples using dediosprayLC/MSJMS
Other weights and volumes can be used as king as the QC elements specified in this method are satisfied and all sample preparalk>n procedures may be leconslnided.
9 Sample Analysis - LC/MS/MS
9.1.1 Aminimunofsticalibrtitloilevelsmustbepresentintheflnalcalibralioncuve.
9.1.2 AnemrresetofcaOntlonstandaidsmustbefidudedatlhebeginnlngsidatlheendofasanipleset. As an atematlve, an entie set of caEbiabon slandanls may be irijacted at the begiining of a set followed by caS>rationstandanls'iitet8perBedeve(y5'10samplet(toaccountlbrasecondtetofstandardt). Ineither
ETS-8-012.0 P a g e 7 o n 2
Irfeiriod of Analysis for Ihe Dclenllination or PamuorDlMtanole Add (PF8A), Perfluoropenlano'c A d d (PFPeA). r*eifluorohezanolc Acid (PFHA). Pertuoroheprandc Add (PFHpA), Pemuoroodanelc Add (PFOA). Pailluorononanolc Aidd (PFNA). Perfluorodecanoic
Add (PFOA). Pariluoioundecandc Add (PFUnA). Petfluorododacenolc Aidd (f>FDoA), r*eifluDrobutanesullonate (PFeS). PenluorahexanesulfDnale (PFHS). and Perf t iMoodanMii lonale (PFOS) in Walar. Sou and SedimenI By LCMS/MS
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Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Exygen Study Number: P0002561
case, calbiatiinstandanis must be be i rn Ihe frst sample and iAer Ihe last sample The approach lypicaly depends on the length allhBaiidyecsltaquence,«herestx)nar sequences typically are bracketed by ccmplele ca ib ia ln i cunes.
9.1.3 The standanl cuve Is platted by quadratic fit ( ys ax'-^bx + c), weighted 1A< or unweighted, using siilsbls sdtwaie. The calbalkincunies may Include but shouU not be forced through zero. Themalhsmaical method used to c a k s j l ^ the calbraGan cunre should be appied consistanlly throughout a study. Any change shouki be thoroughly documvMd in t i e raw data.
9.1.4 Sample response should n d exceed standard responses. Any samples that exceed standard responses win
be further diluted and reanalyzed.
10 Quality Control
10.1 DaU Quality Objectlvas. This method and required quality contml samples is designed to generate data accurate to -i^-30K with a l imi of quantitation o l 0.025 ngfmL (water) or 0.20 ng/g, wet weight (sol end sedtnent). Any devlalions from the quality control measures spelled out below win be documented In the raw data and footnoted in the final report
10.2 Blanks
102.1 Method Blar*
Mettiod blanks must be prepared with each exbaction batch. A range of three to seven method blanks musi be prepared. These method blanks must be intersperaed throughout Ihe ext iadnn batch and analyzed InieispersBd throughout the analytical sequence.
The mean area count far each analyte in Ihe method blanks must be less than 50% of Ihe area count of the LOO standanl. The tlandanl deviatton of Ihe area counts of these method blanks should be eakulaled and reported. If the mean area counts of the method blanks exceed 50% of the LOQ standanl, then Ihe LOQ must be raited to the Tirst standard level in the cunre that meets Cfileria, or alternatively, the method blanks must be evak;a1ed statistically to detemiine outliers or technical justification to eliminate one or more results shouU be made.
1022 Solvent Blank
SofvenI blanks must be analyzed thmughout the enalytical sequence. Solvent blanks that show area counts greater than SOK of Ihe area counts of the LOQ standard mutt be evaluated to detemiine If analyticel results are significantly inpacted by semple carryover or an unacceptable buUup of analyte in the instrumental backgraund.
10 .3 S a m p l e R e p l i c a t e s
Samples should be pnepated in duplicate in the lab (sol and sediment) or collected in duplkate In the field (water). The relative penent iSflerence, RPD, should be reported. RPD results greater than 20% (vvater) or 30% (soil and sediment) will be flagged in (he report, but wi t not be eiduded f n m reporting. The requirement for repfcates exdudes field blanks and rinse blanks.
10 .4 S u r r o g a t e S p l i c e s
Surrogate spikes are not required but may be used on praied specific requirements.
ET5-8-012.0 P a g e S o r n
Method of Andysls for rhe OeleflnJnaUon ol PeifluoroCulandc Add (PFBA). Penluoropentenoic Add (PFI*eA). PBrtJorohaxanolc Add (PFHA). Pexfluoroneplanolc Add ( P F H ^ . Pwflueroodanoic Add (PFOA). Pwfluoiononandc A d d (PFMA). Paffluorodecanolc
Add (PFOA). Perihjoroundecanolc Add (PFUnA). Perfluorododecanoic Add (PFOoA), Perfluoiotwlaneaullsnale (PFBS). PetfluoronexencauNOAaw (PFHS), and PeifluoroodanesiJironale (PFOS] in WMef, Sd l and SedimenI by LCIMS/MS
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Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
Exygen Study Number P0002561
i a , S L a b C o n t r o l S a m p l e
Tripicale lab conbol spikes al a mWmum of two different concentral'icns are to be peitoimed with each extractnn batch. Low lab oontrol spikes shoukf be prepared at oonoentrations in the range of five to ten timet higher than the taigsteij l O Q and high lab conbd splkei t ho iM be prepared al concenralioht naai the midpoint of Ihe cunre. The relative standard iaJsAsn of the pooled recoveries of Ihe contnal spkesmustbe iess than or equal to 20% end the average recovery must be 80-120%. If Ihe above criteria are not meL the entire set at saniples shouU be re-exlraded.
1 0 . 6 F i e l d M a t r i x S p i k e s / L a b M a M x S p i k e s
Recoveries of field mabix sptes (aqueous tamplet) and laboietoiy matrix spikes (soils and sediments) ere anlidpatad to be between 70% and 130% of Ihe foitifled levels. If the recoveries of the spikes (al outside the acceptable range, the semple result win be repotted a t 'NR' (not reported due to QC faiures).
The targeted (oriificalicn levels' should be al least 50% of the endogenous level and test than 10 times Ihe endogenous level to be used without justificalxxi to deteim'ne the statement of accuracy lor analytial results.
The aveiage of the semple and Ihe lab duprxale (soils and sediment) or field duplicate (water) shoukf be used to cakxilalB the recovery.
10.7 Standard Praparation
10.7.1 Standard StodcSdutiors
Prepare indlvklual stock toluliont of each analyto at -1000 \>slni. by weighing 100 mg of analytkial standard (corrected for purity and sat content, V necessary) and iflute to 100 mL with methanol or acelonilrila in separate lOOmL volumebii: flasks, f o r purity coned'on, take the amount of analyte that a needed for weighing (i.e.100 mg) and divide by the purity h dedmal tomi (i.e. 99.6% ' 0.996). The result is the weight that is needed to make the sobton conected tor puriy Ci.e. wegh 100.4 mg). For salt correction, catoulate Ihe salt content by taking the molecular weight of Ihe target compound ( i e PFOS ^ 499) end dividing by the molecular weight ol the enliie compound (i.e. PFOS potatskim sat (C8F17S03-K4' > 538). The resul is the s a l conlant In dedmal ioim Ci.e, 0.9275). Take the amount of analyte that is needed for weighing (Le. 100 mg) end dMde by the salt content In decimal loim. The resull is the weight that Is needed to make Ihe solutbn corrected tor sag content (i,e, weigh 107.8 mg). Store an slock solutions in 125 mL LOPE bottles, at-ZO'C 1 5 * 0 fiv up to 6 montiis fiom the date of preparatkin.
Altemate stock solution concentrations can be made, if necessary,
10.7.2 Standard Fortification Sdulxins
A 1 0 pg/mLmbcedfortifica5onsolutk)n containing all oftha analytes is prepared by bringing 1 mL of each of the 1000 pg/tnL slock solulkins to a final volume of 100 mL with acetonitrile in a 100-mL volumetric flask. A 1.0 ugfmL m'ned fortiflcatkin solutkin containing a l of Ihe ana^tes Is prepared by bringing 10 mL of the 10 pg/mL mbied sdutkin to a final volume of 100 with acetonHrik! in a 10(knL volumetric flask. A 0.1 pg/mL mixed fbitilicalior) solution containing aD of Ihe analytes is prepared I v l>ringing 10 mL of Ihe 1.0 o g M . mixed solulan to a Dnal volume of 100 with acetonMe n a lOOfliL volumetric flask. A 0.01 iig'mL mbiadfortiflcatton solution containing afl of the analytet Is prepared by bringing 10 mL o( the 0,1 pg/mL sohJlkn to a final volume of 100 with acetonibile in a 1C0mL volumcbic flask. Store all brtification standanls in 12S-mL LOPE bottles 2-B'C, up to 6 months fnxn Ihe date of preparatnn.
Alternate tortificalion solution concenlrations can be made, if necestaor.
10.8 Instrument Calibration
ETS-M12.0 Page; of 12
lAclhod o l Analyiia for the Detcnninelion or Periluorobulanolc Add (PFBA). Perfluotopentanoc Add (PFPeA). Perfluorohennolc A d d (PFHA), Pertluonhaplanoic Add (PFHpA), Peifluoroedandc Add (PF(M), Peifluon)nonandc A d d (Pt^r4AJ. Perfluorodecanoic
A d d (PFDA). Perfluoroundecanoic A d d (PFUnA). Perfluorododecanoic Add (PFOoA), Perfluoioliuteneiurronale (PFSa). Perfluofohexanelulfonete (PFHS). and Perrkioreoctanesutonate rPFOS) h vuater. Soil end Sedlmenr by I C M S r u S
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10.S.1 LCIMS/MScalbiaEcn standards ate prepared eidimaly in 50:50 acetomkiiewaler and are used to conslrud
t i e caRxelion curws for the weter, soil, end sediment procedures.
10.82 ThetbOowingisatypicaleienvlacifacalbta&insel AHemaboraddiionaloancenDalionsmaybeprepaied
a t needed.
Concentratxx) Initial Solution of Initial Solutkin ABquoted Volume
(ng/mL) (mL) 100 5 100 2.5 10 10 5 10
2.5 10 1 10
0.5 10
1 2.5
Rnal Solution Volume (mL)
100 10O 100 100 10O 100 100 100
Final Concantralton of Calibratton Standard
(ngWL) 5.0 2.5 1.0 0.5
0.25
0.1 0.05
0.025
Store an calibration standards in 1 2 5 ^ L polypropylene bottles at 2 'C to B'C, up to three months, AJIemale volumes and concentratnnt cf standanls may be prepared as needed.
11 Data Analysis and Calculations
Use Ihe fdkMing equalfan to eabulale the amount of analyta found (in ngfmU based on peak area) using the standanl cunre (linear regrestkin parameters) generated by an appropriate sollwaie program:
Analytefound(ng/mL). " ' " ' ' ^ ^ " - ' " " ' ^ ° " " ' . D F Stope
OF - fador by which the final volume was dikited, if necessa7.
For samples fortiried with known amounts of analyte prior to extradkm, use the following equation to calculate the penwnl recovery.
P Total analyte found (ng/mL) - Average analyle found in sample (ng/mL)
Analyte added (ngfmL)
Use Die Idlowing equation to convert the amount o l analyte bund in ng/mL to ng/g (ppb).
. ,.1 < , . ,., Analyte fbund(ng/mL)xVohjmeaxtrBcted(mL) Analyta found (ppb ~ — p — r - r r r r ' — -
Sample weight (g)
Use the following equation Io calaiate theamounlctfanalytefoundin ppb basatt on dry weight
Analyte found (ppb) dry weight - Analyte found (ppb) x [100% /total solids (%)|
1 2 M e t l t o d P e r f o r m a n c e
This is a performance-based method. Method aocutacy is detennined for each sample set using multiple laboratory control spkes at multiple concentrations. This method also requires that the predsion and accuracy for each sample be determined using field mabsr spikes (aqueous samples) or laboratory mabix sp9«s (soil and tedinent) to verify that the method is applcable to each sample matrix. Sample resutt for spikes outskia ol 70% to 13C^, will ncA t)e reported due to quaQty conbol sample faitures.
eTS-8-012.0 P a g e l » o f l 2
Utthoa of Analysfi lor ihe DatanhlnaUon of Perfluorobulandc Add (PFBA), Ptifluoropentanoic Add (PFPeA). Peifluorohexanofc Add (PFHA), Pcrfluoioheplanoic Acid IPFHpA). Peif luoroocunok Add ( fTOA) . Peffkjoninonanoic A d d (PFNA), Pcffluofodecanoic
A c d (PFOA), Perfluorouidecanoic Add (PFUnA). Perfluorododecanoic Acid (PFDo^ . PerfluorosuttneujHwiate (PFBS). PariluorDhexanasullanale (PFHS). and PerfluoroodanesuKonate (PFOS) In V^Tiler. Sofl and Sediment by LC/MSrMS
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Recoveries of fleld mabix spikes (aqueous samples) and laboratory mttoix spkes (sdb and sediments) are anfldpated to be betvireen 70% and 130% of the loriified levels. If the recoveries of the spikes fall outside the acceptable range, the sample result will be reported as t i t C (not reported due to QC laiures).
Any method peifoimsnce parameten Ihat are not achieved must be consUerBd in the evaiuatfori of the data Nonconformance to any tpedlied parameteit must be described and discusud if the Teclii^ical Manager (nsn-GLP study) or Study DUectar (GLP study) chooses to repori the data.
K crileiia listed In this method perfonnance section are n d met, maintenance may be perfonned on the system and samples reanalyzed, or ottier actions taken as appropriate. Dccumemallactnnsinlherswdata.
If dale are to be reported when periinmance criteria have not been met, the data must be fbolnoled on tables and discussed in the text of Ihe report.
12 .1 S y s t a m S u i t a b i l i t y
System SuHabHiy standaidt are not a lequiiad component of this method. If required by pmtocol or by Ihe technicel manager, a iT&iimum of three system tultabillty samples are iniecled at the t i e g M n g of each analytkal mn prior to the calibratkxi cunre. Typicafly these samples are at a concenbation near the nsd level of the caibratiDn curve and are repealed injections Irijm one autosampler vial. The system tuAabUty Injedkma must have area counit vdth an RSD of £5% and a reteninn time RSD of $2% to be ccmpliant
12 .2 Q u a n t i t a t i o n
Calibration Curve: The coefficient of deleiminafion {/') vahie for the cefbraton curve must be greater than or equal to 0.985. Each point in the cunre must be within 125% of the Iheorelical concenbation wHh the exceptkxi of the U O Q , which may be within ±30%. Calbration curve points thet are not al the high or k m end of the cunre may not be deactivated. Other cunre pdnis may only be dropped if extracted standanls are used to buiki the cunre.
C O I Perfonnance: The caKirebon standards that are Interspersed throughout the analytical sequence to account for a second set of standards are evaluated as continuing caibralian verifications in addilion to being part of the caSbratnn cunre. The eocuracy ol each cunre point must be within 25% of the theoretical value (30% for towest cunre p o h l Samples that are bracketed by CCVt not meeting these criteria must be reanalyzed.
Damonatration of Specificity: Specificity is demonstrated by chmmalognaphic retention lime (within 4% of standard) end the mast spedrel response of unique nns,
12 .3 S e n s i t i v i t y
The targeted limit of quanllalnn for a l analytes is 0.025 ng/mL (water) and 0.20 ng/g (tolls and sediments, wet we'ighl). The LOQ for any specific analyte may vary depending on Ihe evabiatlon of appropriate blanks end Ihe accuracy of the low-level calibration cun/e points. Refer to Sednn 10 for additional details.
1 2 . 4 A c c u r a c y
This method and required quality control tanv>les are designed to generate date Ihat are accurate to * I - 3 M . Sednn 10 contains addNlanal infomialion regaming the required accuracy of laboratory oonlml spikes, fiekl matrix spikes (water samples) and laboratory matrix spkes (soils and sediments).
12 .5 P r e c i s i o n
Samples shoukf be prepared in duplicate In the lab (toll and sedimenI) or collected h duplicete in the fiefcl (aqueous). The relative percent dUierence, fW>, should be reported. RPO results greater than 20% (water) or 30% (soil and sedimenO wiH be flagged in the report but will not be exduded from reporting. The requirement for replcates exdudes fiekl blanks or rinse blanks.
Stcl icn 10 contains addSonal informalion regarding the required p iedsnn of laboratory ccnlrol t pke t .
Mciliod or Anat^ is (or the Oelcrminalion o l Perfluonibulanoie Add (PFBA). PerfluorDpenlanoic A d d (PFPeA), PerfluOTOhexanoic A d d (PFHA). ParflMicneptflnde A d d (PFHpA). Perfluorooctanoic M a (PFOA). Poffluorononanoic Add (PFNA), Paifluorodecsnoie
A d d (PFOA). Peflluereundecanoic Add (PFUnA). Perfluorododecanoic Add (PFDoA), PenkMrabutenesulfonBte (PF8S], Perfluorahaianasulfonale (PFHS), and PerfluoroodanesuHonata (PFOS) hi Walei , Sd l w a Sodimant by LjCJMSrUS
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1 3 P o l l u t i o n P r e v e n t i o n a n d W a s t a M a n a g e m e n t
Waste generated when pertomilrig this method will be disposed of appropriately. The original samples will be archived el Ihe 3M EnwraTnentarLaboraloty in accordance with Internal procedures.
1 4 R e c o r d s
Each data package generated tor a study must indude all supporting infonnation lor leconsbuctkin of the data. Information for the data package must indude, but is not limited to the following iems: study or project number, sample and standanl prep sheets/records, (istrument mn tog (instrument batch reconls, insbuiient acqulsitton meniod. summary pages), insbument results files, chromatograms, calibr^ion cuves, and date calculaflcns.
1 5 R e f e r e n c e s
Exygen Research Analytical Method V00033OS-1 details method devekipment and verification of recoveiy for multiple analytes in gmundwater, suitice water, soil, and sediment This will be arehived as part of E0S4S49.
16 A f f e c t e d D o c u m e n t s
None.
1 7 R e v i s i o n s
Intone.
ETS-8-012.0 Page 12 of 12
Method o l Anaiysia for t lw DelanninalioA o l Peifluorobulanoic Add (PFBA), Peifluoropantanole Add (PFPeA), Peifluonriexenoic A d d (PFliA), PerfluoroneptanoicAeld (PFHpA). Perikjonwdsnoie Add (PFOA), Peifluo/ononanote A d d (PFNA). Perfluondecanolc
Add (PFDA), PerexHoundacanot: Add (PFUnA), Perfluorododecanoic Add (PFDoA), PcrfluorobUenesidlonale (PFBS). Paifluoroliejianeaullbnate (PFHS). and Perfluoroodaneautronate (PFOS) in Water, S d l end Sediment by LOMS/MS
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Exygen Study Number: P0002561
APPENDIX II
MINNESOTA POLLUTION CONTROL GUIDANCE DOCUMENTS
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E x y g e n S t u d y N u m b e r : P 0 0 0 2 5 6 1
August 18,2006
|}t. William Reagan, Labontoty Manager 3M Environmeotal Laboratoiy Envitonmenial, Health, and Safety Operatians 3M Center. MS 260-SN-I7 Maplewood, MN 55144
Re: Guidance for Peifluorochcmical Analysis in Water
Deer Dr. Reagan:
I have been asked to piovide melhod guidance (along wilb QC acceptance criteria) for the pcrSuotochemical aiuilysis in water. These criteria should be considered as minimum standards (the lahoiatoty may use stricter criteria) and shotJd be met when analyzing and itpoiting sample results to Oie Minnesota Pollution Control Agency. The criteria appear below. Please leview these criteria and, if you have a i^ questionsfcomments/conections, please conuci me at (£S I) 296-S44S or via emadl at [email protected].
Initial Calibratien
The Initial Calibration Curves should contain al least six calibration points. The r for each curve must be giealcr than or equal to 0.990. The recoveiy (accuracy) for each point in the curve must be 75% to 125% except for Ihe lowest point in the curve which must be 70»4 u> 130%, The lowest calibniion point in the ciuvcs shall be al the analyte report level. If a sample concentiation exceeds Ihe highest calibration sUuidard from the Initial Calibration, the sample must be diluted into the calibration range and reanalyzed. If the instrument calibration resulti are outside die acceptance criteria, a number of actions can be lakcn:
1) Check the instiument operating conditions, Irstiument maintenance may be required,
2} Review the response at each calibration level to insure that the problem is not associated with one standard. If the problem appeals to be associated with one of the standards, that standard can be re-injected. If Ihe problem persists, re-make the standard and re-analyze it.
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Dr. William Reagan August II, 20O( Page 2
3) The last alternative is to narrow the calibiation curve by removing the top or bottom point. Ifthe calibration criteria are now met, the analysis can proceed. However, theie are noiifications in removing calibration points. If the top point is removed, die need for diluting samples and le-analyzing will occur at a lower concentration level. Ifthe low point in the curve is removed, the sensitivity of die analysis has changed and thus the report level will need to change. This may impact action levels.
Centinelne Calibration
The Initial Calibration Curves aie verified every 12 hours by analyzing a mid-level suuidard. The drift must be within 70% to 13D%, Ifthe instnunent calibiation results aie outside the acceptance criteria, check die instnunent operating conditions and/or peifoim instrument maintenance. Re-analyze the calibration standard. Ifthc calibration criteria are still not met, a new Inidal Calibniion must be perfonned. All samples that were analyzed since the lost passing calibration standard must be le-enalyzed.
Method Detection Limits/Reeort Limits
Method detection levels (MDU) and report levels (RLs) are detennined annually or after a major change to Ihe insoument conditions. The MOLs are determined per die procedure defined in 40 CFR 136, Appendix B, The report levels (RLs) should be three times die MDLs, The RLs are also the lowest standard in the calibration curves. Ifthe accuracy of the RL standaid does not meet the 70% to 130% criteria, new RL standards are chosen and analyzed until the accuracy criteria are met
Batch PC
A batch is defined as op to 20 environmental samples. At a minimum, each batch must contain a mediod blank, a duplicated analysis (either a sample duplicate or a duplicated spike), and a Laboratory Control Sample (LCS). Every environmental sample must be spiked.
1) The concentration of each target analyte in Ihe method blank must be less than the associated repon level, Ifthe method blank is contaminated, measures must be taken to eliminate the problem. Affected samples must then be n-processed. If the contamination can not be eliminated, the results must he qualified to indicate the problem. All concentration levels for the affected taiget analyte which are less than ten times the concentration in Ihe blank should be qualified with a "B" to indicate that the sample results may contain a bias related to the bhuik contamination. Concentrations of the affected analyte which are above ten times the blank contamination will not need to be qualified.
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Dr. William Reagan August It, 2006 Page 3
2) The Relative Percent Difference (RPD) between sample duplicates, matrix spike duplicate pain (MS/MSD pairs), or LCS/LCSO pairs must be less than or equal to 20Ve, However, if die concentration of the target analyte in die sample/sample duplicate is less than five times the report level, the diffeicnce between duplicates is used to measure precision. The difiisrence must than be less than or equal to the report level. Ifthc RPD between duplicates is outside the acceptance criteria, corrective actions must be taken and all associated samples re-aiulyzed. Ifthe criteria are still not met afler collective actions, contact (he MPCA QA Coordinator for advice,
3) All target analytes ate to be spiked into the Matrix Spike (MS) or LCS, The spiking levels should be five to ten times die RLs, The LCS is made fiom reagent-grade water. The % recoveries of the target analytes m the MS must be between 70% and 130% while the % recoveries of the taigcl analytes in the LCS must be between 80% and 120%. If die % recoveries are outside the accepunce criteria, coirective actions must be udcen and all associated samples re-analyzcd. If the criteria are still not met after corrective actions, contact die MPCA QA Cooidinator for advice.
Thanks for your attention on diis matter.
Sincerely,
William Sciuton, QA Coordinator Performance Management and Quality Section Environmental Analysis and Outcomes Division
cc: Gaiy Knieget (MPCA) Douglas Wetzstein (tvipCA) Fred Campbell (MPCA)
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Exygen Study Number: P0002561
Minnesota Pollution Control Agency SJOLaraireRefloadNorth | Sl.P«jl,MNSSIS5-41B4 | flS1.3ll6,flUO j BOMSr- lSM | flS 1-382-5333 TTT | 1Maw.pca.Mate4nn.ul
September 11,2006
Dr, William Reagan, Laboratory Manager 3M EnvironmcnuJ Laboratoiy Environmental, Health, and Safety Operations 3MCenter,MS260-5N-l7 Maplewood, MN 55144
Re: Guidance for Perfluorochemical Analysis in Water
Dear Dr. Reagan:
During our meeting of August 28,2006, the following four main issues were discussed:
1, What report levels to use,
2. How to handle analyses that do not meet acceptance criteria, 3. Matrix spikes, and 4, Initial calibration requirements.
At the meeting, you presented the case for using 25-ng/L (25 ppt) as the reporting level for each target analyte. The Minnesota Pollution Control Agency (MPCA) will accept this level for Uie Cottage Grove Phase 2 FC Assessment. However, we reserve the right to change the reporting level for any future work as FC analytical melhod development improves.
The MPCA only wants Ih» most accurate data that can be produced for the Phase 2 Assessment. Therefore, we will require that only results that meet all QA/QC accepunce limits will be reported to die MPCA. However, we ask ttiat you submit in writing what actions will be conducted to get results tiiat meet the criteria (re-analysis, re-extraction and rc-analysis, dilution of the matrix, inst]tumcnl maintenance, etc.). We will also require that you maintain the results and raw data of all analyses that do not meet QA/QC criteria for our review if requested at a fiituredate.
Matrix spiking of eveiy water sample is required for the project. You suggested that all samples be spiked in the field and that you will be doing this procedure for Ihe upcoming sampling round. We will accept the data Ihat you generate in this fashion. However, the MPCA may split samples at some locations for QA/QC purposes and we will not require that Ihe matrix spikes for those samples be field spiked. The MPCA will monitor Uie agreement between the splits and, if Uic results don't seem to agree, will re-evaluate Ihe matrix spiking procedure.
SlAaul I Inrocrd | DclroTlUIwi j Oulalh | Minkato | Manriali | Haehmttt ( MMmar | l^rntadon iaa«po(hcon>unwMCydMjp«fMf
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Exygen Study Number: P0002561
I>. Willjanl Reagan September 11,2006 Page 2
The last issue concents Uie ability to delete calibration points fiom the middle of die curve. Before an analyst deletes a data point from die curve, he/she must review the response at each calibration level to insure that the problem is not associated wiUi one standard, Ifthe problem appean to be associated with one of the standanls, Uiat standard should be re-injected. If Uie problem persists, re-make the standard and ic-anaiyze it. After these efforts, a point may be eligible for removal fiom the curve. The Agency will allow Ihe removal of a calibration point from the curve under Uie following provisions. If a non-linear calibration model is used in Oie initial calibration curve, a quadratic (second order) curve will require at least six non-zero standanl levels while a polyiuimiat (diird order) curve will require at least seven non-zero standard levels. Care must be taken to insure dial Uiere are enough remaining calibration points for the initial calibration curve.
Please review these criteria and, if you have any questions/commenls/coiicctions, please contact me at (651) 296-8445 or via email at [email protected].
Thanks for your attention on these matters.
Sincerely,
William Scruton, QA Cooidinator Perroimance Management and Quality Section Environmental Analysis and Outcomes Division
cc: Gaiy Knieger (MPCA) Douglas Wetzstein (MPCA) Fred Campbell (MPCA)
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ATTACHMENT D: METHOD DEVIATIONS
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RECORD OF NONCONFORMANCE / DEVIATION
/. Ident i f icat ion Study / Project No. Dat8(s) of Occurrence: Document Number: E06-0549 Sequence s0r0902a, ETS 8-154.3 Deviation type D SOP D Equipment Procedure 0 Method (Check one) D Protocol • GPO D Other:
//. Descr ip t ion Method Requirements:
1. System Suitability (section 10.5) area count RSD s 5% and retention time RSD s 2%. 2. Calibration curve points < ± 25% residuals, except LOQ of ±30% (section 12.2), 3. CCV recoveries (section 10.4). Recoveryof CCVwill be 100% i 2 5 % . 4. Laboratory Control Samples (section 9.5). Average r e c o v ^ ± 20%, RSD S20%. 5. Sample/Sample Dtiplicale RPO s 20% (section 9.3). 6. FMS recoveries within ± 30% (section 9.6).
Actual procedure/process:
(1) The opening system suitability samples did not inject properly for reasons unknown. Closingsystem suitability samples were analyzed, though not required, with all analytes meeting acceptance criteria. Other QC samples will be used to evaluate data.
(2) The 0.1 ng/mL curve point for PFUnA had an accuracy of 73,7% - point was retained. (3) Several later CCVs for PFDA, PFUnA and PFDoA exceeded acceptance criteria. Samples bracketed by
failing CCVs will be re-analyzed. (4) The average recovery for PFBA was 123% with a RSD of 21 %. The RSD for PFDoA was 24%. (5) A couple locations had PFHxA RPD values greater than 20% (6) Several locations had FMS recoveries that did not meet method acceptance criteria. Data will be footnoted
appropriately • •' ••• ;
///. Actions Taiien (such as amendment issued, SOP revision, <etc.)
Corrective Action (n Yes 0 No) Reference:
Acceptability of the nonconforming wori<:
1) System suitability - other QC items were used to assess data accuracy - calibration curve points and curve fit criteria were met (with the exception of PFUnA - see #2). All reported sample results were bracketed by passing CCVS, indicating that the instrument was operating properly. 2) Nine curve points were used to establish the curve for PFUnA. Retaining the 0.1 ng/mL curve point with an accuracy of 73,7% has a negligible affect on the sample results. 3) Sample braclceted by failing CCVs for PFUnA and PFDoA were re-analyzed. 4) This set of low level LCS for both PFBA and PFDoA had recoveries around 140%, which contributed to the average recovery and RSD not meeting method acceptance criteria. All LCS were control charted and used in the deteiminat ion of analytical uncertainty. 5) Samples with RPD values > 2 0 % will be footnoted in the results table of the report. 6) Where FMS exceeded method acceptance criteria, analytical uncertainties will be expanded when appropriate.
Actions; D Hatting of Work D Client Notification D Work Recall D Withholding of Report
B Other: Deviations will be noted in final report. Analyt lcai uncertainties will be adjusted as needed.
Recorded by: Susan Wolf f' -x Date: 12/03/2007 'x uaie: i//u,3/-
>S7\M /^a/r/ Authoria^tion (Study Director): " Date:
Sponsor ADProva! (GLP Protocols): Date:
Technical Manager Approval {if hawng of work or vTO*recaii are indicated): NA Date: NA
ETS-4-06.4 Page 1 of 2 Attachment A: Record of Nonconformance / Deviation form
Documentation of Deviations and Control of Nonconforming Testing
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RECORD OF NONCONFORMANCE / DEVIATION
IV. Authorization to Resume Worii Where halting of work occurred, resumption of wori( must first be approved by Technical Management
Technical Manager Approval: NA Date: NA
Deviation No. (assigned by Study Director or Project Lmd at the end of study or project)
ETS-4-08.4 Page 2 ol 2 Attachment A: Record of Nonconformance / Deviation form
Documentation of Deviations and Control of Nonconforming Testing
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RECORD OF NONCONFORMANCE / DEVIATION
/. Identification Study / Project No. Date(s) of Occunnence: Document Number: E06-0549 Sequence s070908a, ETS 8-154.3 Deviation type D SOP D Equipment Procedure 13 f^ethod : (Check one) D Protocol D GPO D Other:
I I . D e s c r i p t i o n Method Requirennents;
1. System Suitability (sectlor> 10.5) area count RSD s 5% arid retention time RSD s 2%. 2. Calibration curve points <± 25% residuals.except LOQ of ±30% (section 2.2) 3. CCV recoveries (section 10.4). Recovery of CCV will be 100% ±25% 4. laboratory Control Samples (section 9.5). Average recovery i 20%, RSD S20%. 5. FMS recoveries within ± 30% (section 9.6).
Actual procedure/process:
(1) System Suitability - PFNA and PFDoA had an area count RSD values greater than 5% (6.5% and 7,2% respectively.
(2) The 0.1 ng/mL curve point for PFNA had an accuracy of 72.1% - point was retained, (3) PFHxA, PFHpA and PFDoA each had one of twelve CCVs that did not nheet method acceptance criteria
with recoveries of 70.8%, 126% and 130%, (4) 8/22/07 extracted LCS; tiie low set of LCS for PFUnA and PFDoA had recoveries in excess of 150%. As a
result, the average recovery and RSD for these two analytes did not meet method acceptance criteria. PFUnA average recovery was 130% was an RSD of 19%. PFDoA average recovery was 152% with an RSD of 25%. 8/27/07 extracted LCS; the average recovery for PFOA and PFDA were just under the acceptance criteria wth recoveries of 79.4% for PFOA and 77.4% for PFDA.
(5) Several locations had FMS recoveries that did not meet method acceptance criteria. Data will be footnoted appropriately. ^ ^ _ _ _ _ ^ ^ _
///. Actions Taken (such as amendment issued, SOP revision, etc.)
Corrective Action ( • Yes 0 No) Reference:
Acceptability of the nonconforming work:
1) System suitability criteria for PFNA and PFDoA were just outside method acceptance criteria. Calibration curve points and curve fit criteria were met. CCV recoveries indicate that the instrument was operating property. 2) Ten curve points were used to establish the curve for PFNA. Retaining the 0.1 ng/mL curve point with an accuracy of 73.7% has a negligible affect on the sample results. 3) Of the twelve CCVs analyzed during the course of the run. only one CCV for PFHxA, PFHpA and PFDoA fell Just outside method acceptance criteria. Noncompliant CCVs will be addressed (n the final report. 4) All LCS will be control charted and used in the determination of analytical uncertainty. 5) Where FMS exceeded method acceptance criteria, analytical uncertainties will be expanded when appropriate.
Actions: D Halting of Wori< O Client Notification D Work Recall D Witiholding of Report
S Other: Deviations will be noted in final report. Analytical uncertainties will be adjusted as needed. r
Reco rded by: S u s a n Wo l f I % D a t e : 12 /03 /2007
^ ? ^ 1 . tsiiM b-Authorizatiootetudy Director): u ~ ~ " Date: D a t e : •
Sponsor AppcovaKGlP PralDcete); , ^ ^ Date:
Technical Manager Approval (if haiung of work or work recaii are indicated): N A Date: N A
ETS-4-08.4 Page 1 of 2 Attachment A: Record of Nonconfomiance / Deviation form
Documentation of Deviations and Control of Nonconforming Testing
Page 205 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
3M Confidential Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
RECORD OF NONCONFORMANCE / DEVIATION
IV. Authorization to Resume Work Wfiere hatting of worK occurred, resumption of work must first be approved by Technical Manamment
Technical Manager /s jproval: NA Date: NA
Deviation No. (assigned by Study Director or Project Lead at tho end of study or prefect)
ETS-4-08.4 Page 2 of 2 Attachment A: Record of Nonconfonmance / Deviation form
Documentation of Deviations and Control of Nonconforming Testing
Page 206 of 207
Exygen Protocol P0002561; Interim Report #16 3M Project E06-0549
3M Confidential Analysis of Woodbury Waste Site Groundwater Samples; 3rd Quarter 2007
RECORD OF NONCONFORMANCE / DEVIATION
/. Identification Study / Project No. Date(s) of Occun-ence: Document Number: E06-0549 Sequence 0071008b, ETS 8-154^ Deviation type D SOP D Equipment Procedure El tvlethod (Check one) O Protocol D GPO D Other:
//. Description Method Requirements:
1. System Suitability (section 10.5) area count RSD s 5% and retention time RSD s 2%. 2. Calibraton cun/e points <± 25% residuals, except LOQ Of ±30% (section 12.2) 3. CCV recoveries (section 10.4). Recoveryof CCV will be 100% ±25% 4. FMS recoveries within ± 30% (section 9,6).
Actual procedure/process:
(1) System Suitability - PFHxA, PFHpA. PFDA, PFBS, and PFHS had an area count RSD >5% (2) The 0.5 ng/mL curve point for PFNA had an accuracy of 128% - point was retained. (3) PFHpA; one CCV that did not meet method acceptance aiteria witfi a recovery of 65.5%. (4) Several locations had FMS recoveries that did not meet method acceptance criteria. Data will be footnoted
appropriately
I I I . A c t i o n s T a k e n (such as amendment issued, SOP revision, etc.)
Corrective Action (D Yes 0 No) Reference:
Acceptability of the nonconforming work:
1) Calibration curve points and curve fit aiteria were met. CCV recoveries indicate that the instrument was operating properly and FMS recoveries will be used to assign analytical method uncertainty. 2) Ten curve points were used to establish the curve for PFNA. Retaining the 0.5 ng/mL curve point with an accuracy of 128% has a negligible affect on the sample results. 3) CCVs not meeting method criteria will be noted in the final report. 4) Where FMS exceeded method acceptance criteria, analytical uncertainties will be expanded when appropriate.
Actions: O Halting of Work D Client Notification P Worit Recall D Withholding of Report
0 Other: Deviations will be noted in final report. Analytical uncertainties will be adjusted as needed.
Recorded by: Susan Wolf ^K -x Date:, 12/03/2007
, r .:.. J l c -H /;^3/g7 Authorizatifll|> (Study Director): D Date: .
Sponsor ApprovaUiSLEJErot^cote^f -^ . Date:
Technical Manager Approval (if halting of vwrk or work recaii are indicated): NA Date: NA
N. Authorization to Resume Work Where halting of work occurred, resumption of work must first be approved by Technical Manamment
Technical Manager Approval: NA Date: NA
Deviation No. (assigned 6y Study Di'recfor or Pn^ect Lead at the end of study or project)
ETS-4-08.4 Page 1 of 1 Attachment A: Record of Nonconformance / Deviation form
Documentation of Deviations and Control of Nonconforming Testing
Page 207 of 207