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| issue date = 09/24/2003
| issue date = 09/24/2003
| title = Groundwater Monitoring Report - Plant Vogtle Landfills #2 and #3, Solid Waste Permit Nos. 017-006D(L)(I) and 017-007D(L)(I), Burke County, Georgia, September 2003
| title = Groundwater Monitoring Report - Plant Vogtle Landfills #2 and #3, Solid Waste Permit Nos. 017-006D(L)(I) and 017-007D(L)(I), Burke County, Georgia, September 2003
| author name = Carr W C
| author name = Carr W
| author affiliation = Southern Nuclear Operating Co, Inc
| author affiliation = Southern Nuclear Operating Co, Inc
| addressee name = Gillespie H C
| addressee name = Gillespie H
| addressee affiliation = NRC/NRR, State of GA, Environmental Protection Div
| addressee affiliation = NRC/NRR, State of GA, Environmental Protection Div
| docket = 05000424, 05000425
| docket = 05000424, 05000425
Line 16: Line 16:


=Text=
=Text=
{{#Wiki_filter:Southern Nuclear Operating Company, Inc.Post Office Box 1295 Birmingham, Alabama 35201-1295 Tel 205.992.5000 SOUTHERN'\
{{#Wiki_filter:Southern Nuclear Operating Company, Inc.
COMPANY Energy to Serve Your WorldS" September 24, 2003 FEDERAL EXPRESS Vogtle Electric Generating Plant Landfill#2 and#3 Solid Waste Permit No.017-006D(L)(I)
Post Office Box 1295 Birmingham, Alabama 35201-1295 Tel 205.992.5000 SOUTHERN'\
Solid Waste Permit No.017-007D(L)(I)
COMPANY Energy to Serve Your WorldS" September 24, 2003                                           File: E.03.40C Log: EV-03-1995 FEDERAL EXPRESS Vogtle Electric Generating Plant Landfill #2 and #3 Solid Waste Permit No. 017-006D(L)(I)
Mr.Harold C.Gillespie Unit Coordinator
Solid Waste Permit No. 017-007D(L)(I)
-Industrial Solid Waste Unit Georgia Environmental Protection Division 4244 International Parkway, Suite 104 Atlanta, GA 30354  
Mr. Harold C. Gillespie Unit Coordinator - Industrial Solid Waste Unit Georgia Environmental Protection Division 4244 International Parkway, Suite 104 Atlanta, GA 30354


==Dear Mr.Gillespie:==
==Dear Mr. Gillespie:==


File: E.03.40C Log: EV-03-1995 Pursuant to EPD Solid Waste Rule 391-3-4-.14 and in accordance with the approved Plant Vogtle Landfill#2 and#3 Groundwater Monitoring Plans, Southern Nuclear is submitting the attached semi-annual groundwater monitoring report which was prepared for Southern Nuclear by the Dextra Group.This report presents the analytical results for the semi-annual groundwater samples taken in June 2003 and the first assessment monitoring at wells GWA-15/MW-15, GWC-13/MW-13, and14/MW-14 which was conducted concurrently with the regular semi-annual monitoring.
Pursuant to EPD Solid Waste Rule 391-3-4-.14 and in accordance with the approved Plant Vogtle Landfill #2 and #3 Groundwater Monitoring Plans, Southern Nuclear is submitting the attached semi-annual groundwater monitoring report which was prepared for Southern Nuclear by the Dextra Group. This report presents the analytical results for the semi-annual groundwater samples taken in June 2003 and the first assessment monitoring at wells GWA-15/MW-15, GWC-13/MW-13, and GWC-14/MW-14 which was conducted concurrently with the regular semi-annual monitoring.
As discussed in Sections 5 and 6 of the attached report, there was a statistically significant increase over background for barium in wells GWC-13/MW-13 and14/MW-14;trichlorofluoromethane in well GWC-13/MW-13; and 1,1-dichloroethane, chlorobenzene and cis-1 ,2-dichloroethane in well GWC-14/MW-14.
As discussed in Sections 5 and 6 of the attached report, there was a statistically significant increase over background for barium in wells GWC-13/MW-13 and GWC-14/MW-14; trichlorofluoromethane in well GWC-13/MW-13; and 1,1-dichloroethane, chlorobenzene and cis-1 ,2-dichloroethane in well GWC-14/MW-14. There was also a detection of mercury, an Appendix II parameter. in samples from wells GWC-13/MW-13 and GWC-14/MW-14. A copy of this letter and the attached report will be placed in the operating record within 14 days to serve as the notice to the operating record in accordance with EPD Rules.
There was also a detection of mercury, an Appendix II parameter.
The next scheduled semi-annual sampling event is December 2003. In addition to the regular monitoring for Appendix I parameters, all wells will be analyzed for mercury based on the detection of mercury during this sampling event. The required annual assessment monitoring for Appendix II parameters will also be conducted in December for wells GWC-13/MW-13, GWC-14/MW-14 and GWA-15/MW-15.
in samples from wells 13 and GWC-14/MW-14.
A copy of this letter and the attached report will be placed in the operating record within 14 days to serve as the notice to the operating record in accordance with EPD Rules.The next scheduled semi-annual sampling event is December 2003.In addition to the regular monitoring for Appendix I parameters, all wells will be analyzed for mercury based on the detection of mercury during this sampling event.The required annual assessment monitoring for Appendix II parameters will also be conducted in December for wells GWC-13/MW-13, GWC-14/MW-14 and GWA-15/MW-15.
EV-03-1995 Page 2 Georgia Environmental Protection Division Mr.Harold C.Gillespie If you have any questions, please contact Rachel Grimes at (205)992-7025.Sincerely,W.C.Carr Manager-Environmental Services WCC/RLG:ahl cc: Mr.Michael Kemp (w/o)Mr.Earl Hinkle (w/o)Attachment EV-03-1995 Page 3 Georgia Environmental Protection Division Mr.Harold C.Gillespie bc: P.D.Rushton (w/o)W.F.Kitchens (w/o)N.J.Stringfellow (w/o)M.E.Wilder (w/o)I.A.Kochery (w/o)B.D.Carter (w/o)S.Sundaram (w/o)C.M.Burke (w/o)(Return Receipt)SNC Document Management
-Vogtle (Return Receipt)
GROUNDWATER MONITORING REPORT PLANT VOGTLE LANDFILLS#2 AND#3 SOLID WASTE PERMIT Nos.017-006D(L)(I)
AND 017-007D(L)(1)BURKE COUNTY, GEORGIA SEPTEMBER 2003 PREPARED FOR: Southern Nuclear Operating Company, Inc.40 Inverness Center Parkway Birmingham, Alabama 35201 PREPARED By: Kurt R.Batsel, P.E.Georgia License Number 16594 The Dextra Group, LLC 4665 Lower Roswell Road,#154 Marietta, Georgia 30068
***GROUNDWATER MONITORING REPORT PLANT VOGTLE LANDFILLS#2 AND#3 SOLID WASTE PERMIT Nos.017-006D(L)(I)
AND 017-007D(L)(1)BURKE COUNTY, GEORGIA SEPTEMBER 2003 PREPARED FOR: Southern Nuclear Operating Company, Inc.40 Inverness Center Parkway Birmingham, Alabama 35201 PREPARED By: Kurt R.Batsel, P.E.Georgia License Number 16594 The Dextra Group, LLC 4665 Lower Roswell Road,#154 Marietta, Georgia 30068
***TABLE OF CONTENTS._-----.._-------_._-_._---_
_._--_.____._------_.._---_._.._-_._-_.1-Introduction 12-Monitoring Well Network 13-Groundwater Flow Rate and Directional Data 2 3.1 Geology/Hydrogeology


===3.2 Groundwater===
EV-03-1995 Page 2 Georgia Environmental Protection Division Mr. Harold C. Gillespie If you have any questions, please contact Rachel Grimes at (205) 992-7025.
Elevations and Gradients4-Sampling Procedures and Parameter Analyses 3 4.1 Procedures and Field Measurements
Sincerely, de~
W. C. Carr Manager - Environmental Services WCC/RLG:ahl cc:    Mr. Michael Kemp (w/o)
Mr. Earl Hinkle (w/o)
Attachment


===4.2 Parameter===
EV-03-1995 Page 3 Georgia Environmental Protection Division Mr. Harold C. Gillespie bc:    P. D. Rushton (w/o)
Analyses5-Groundwater Quality Evaluation 4 5.1 Detected Parameters
W. F. Kitchens (w/o)
N. J. Stringfellow (w/o)
M. E. Wilder (w/o)
I. A. Kochery (w/o)
B. D. Carter (w/o)
S. Sundaram (w/o)
C. M. Burke (w/o) (Return Receipt)
SNC Document Management - Vogtle (Return Receipt)


===5.2 Statistical===
GROUNDWATER MONITORING REPORT PLANT VOGTLE LANDFILLS #2 AND #3 SOLID WASTE PERMIT Nos. 017-006D(L)(I)
Analyses 5.2.1 Landfill#2 5.2.2 Landfill#36-Conclusions 6 In Order Following Page 6 Tables1-Groundwater Elevations and Monitoring Well Construction Details, Landfill#22-Groundwater Elevations and Monitoring Well Construction Details, Landfill#33-Groundwater Sampling Field Measurements, Landfill#24-Groundwater Sampling Field Measurements, Landfill#35-Constituents for Detection Monitoring6-Summary of Detected Parameters, Landfill#27-Summary of Detected Parameters, Landfill#3 Figures1-Potentiometric Surface Map Landfill#2, June 24, 20032-Groundwater Contour Elevation Map Landfill#3, June 24, 2003 AppendicesA-Laboratory Analytical ReportsB-Statistical Analyses
AND 017 -007D(L )(1)
***1-Introduction This report presents the results of groundwater sampling conducted in June 2003 at two private solid waste landfills (Landfill#2 and Landfill#3)operated by Southern Nuclear Operating Company, Inc.(SNC)at Plant Vogtle in Waynesboro, Georgia.Groundwater monitoring was implemented at the landfills in 2002 in accordance with the approved Groundwater Monitoring Plan for the landfills.
BURKE COUNTY, GEORGIA SEPTEMBER 2003 PREPARED FOR:
The landfills are used for disposal of non-putrescible, non-liquid office and solid waste as well as construction/
Southern Nuclear Operating Company, Inc.
demolition debris such as asbestos insulation, wooden pallets, and concrete.The landfills are operated under Solid Waste Permit#s 017-006D(L)(I) and 017-007D(L)(I).
40 Inverness Center Parkway Birmingham, Alabama 35201 PREPARED By:
The active trench at Landfill#2 is used only for asbestos disposal.Landfill#3, permitted in 1987, has been utilized for construction and demolition debris disposal since 1992.Sampling, analyses and data evaluation were conducted in accordance with the rules of the Georgia Department of Natural Resources Environmental Protection Division, Chapter 391-3-4, the September 1991"Manual for GroundwaterMonitoring"and the approved Groundwater Monitoring Plan for the landfills.
Kurt R. Batsel, P.E.
The findings of the initial four sampling events, conducted from August 2002 through December 2002, were presented in the March 2003 Groundwater Monitoring Report.This report presents the results of the June 2003 semi-annual detection monitoring sampling event and assessment monitoring conducted based on the results of the initial detection monitoring events conducted in 2002.Subsequent reports will be prepared upon completion of semi-annual sampling events as scheduled in the Groundwater Monitoring Plan.2-Monitoring Well Network The groundwater monitoring well network consists of four permanent monitoring wells located along the north, east and south waste unit management boundaries of Landfill#2 (Figure 1), and seven permanent monitoring wells located along the perimeter of the waste management unit boundary of Landfill#3 (Figure 2).As shown in the figures, the wells are located outside of, but as close as practical to, the waste disposal areas.The wells are screened within the uppermostproducing zones underlying the landfills, which occur from approximately 35 to 60 feet below land surface at Landfill#2 and from approximately 30 to 50 feet below land surface at Landfill#3.The four permanent groundwater monitoring wells at Landfill#2 were installed in September 2001 after advancing a total of eight deep soil borings around the landfill boundary.The upgradient well is GWA-2/MW-2 and the downgradient, or compliance, wells are GWC-3/MW-3 and 11.Well G\VB-4/MW-4 is best characterized as a cross gradient well, but is evaluated as a compliance well for this report.The well construction details are presented in Table 1.The seven permanent groundwater monitoring wells at Landfill#3 were installed in September 2001 and in July 2002.The well construction details are presented in Table 2.Wells GWA-7/MW-7 and GWA-15/MW-15 are located at the south and southwest portions of the landfill boundary.Wells GWC-5/MW-5, GWC-13/MW-13 and GWC-14/MW-14 are located along the eastern portion of the landfill boundary, and wells G\VB-6/MW-6 and G\VB-16/MW-16 are located along the northern landfill boundary.As discussed in Section 3.2, well GWA-15/MW-15 is the designated background well, and the remaining wells are designated compliance wells.Currently, there are no surface water monitoring stations at either landfill.Two surface water monitoring stations will be added upon construction of stormwater sediment ponds at Landfill#3 in accordance with the approved Design and Operational Plans for the landfills.
Georgia License Number 16594 The Dextra Group, LLC 4665 Lower Roswell Road, # 154 Marietta, Georgia 30068
***3-Groundwater Flow Rate and Directional Data 3.1 Geology/Hydrogeology The geology of the Plant Vogtle site consists of sedimentary deposits within the Coastal Plain physiographic province of Georgia.These sediments consist of unconsolidated sands, silts and clays comprised of marine and non-marine fluvial deposits.Marls and limestone were also encountered at depth in deep borings completed at the landfills.
* GROUNDWATER MONITORING REPORT PLANT VOGTLE LANDFILLS #2 AND #3 SOLID WASTE PERMIT Nos. 017-006D(L)(I)
A boring completed to approximatdy 126 feet below land surface at the northwest boundary of Landfill#2 appears to have been completed just into or immediatdy on top of the Utley Limestone member.The marls encountered during drilling were components of the Irwinton Sand member.Either all or parts of the Barnwell Group members (except the Utley Limestone member)were also encountered in the other borings conducted at the landfills.
AND 017 -007D(L )(1)
Underlying the Barnwell Group is the Usbon Formation with its uppermost unit, the Blue Bluff Marl, located immediately under the Utley Umestone.This marl layer, approximatdy 70 feet thick, is a near-impermeable layer that effectively confines the Tertiary and Cretaceous aquifers, the two confined aquifers beneath the Plant site.The occurrence of groundwater underlying the landfills appears in confined, semi-confined, unconfined, and perched hydrogeologic units.Groundwater is found primarily in sands, silty sands, clayey sands and marl limestone interfaces.
BURKE COUNTY, GEORGIA SEPTEMBER 2003
The main difference between boring/well water production characteristics and aquifer confining characteristics appears to be the thickness of the water-producing zone, the grain size of the sand component, the sand/clay ratio and the characteristics of the marl/limestone interface.
* PREPARED FOR:
Groundwater may also exist in an unconfined water table aquifer in the Barnwell sands and limestone that overlie the marl.The water table aquifer at the site is on an interfluvial ridge, or a topographically high areainwhich the groundwater in the water table discharges along streams that surround the topographic high.The streams eventually discharge to the Savannah River.3.2 Groundwater Elevations and Gradients During well installation, the occurrence of groundwater was determined by collecting continuous split spoon samples beginning approximately five feet above the location of expected producing zones.At both landfills, groundwater was generally found in water producing zones less than one foot thick and is frequently under semi-confined or confined conditions.
Southern Nuclear Operating Company, Inc.
Upon completion of all drilling activities, measuring points were located on the tops of the well casings and surveyed relative to mean sea level (msl).During each sampling event, depth to water measurements were recorded in the wells from the surveyed devations using an dectronic water-Ievd indicator.
40 Inverness Center Parkway Birmingham, Alabama 35201 PREPARED By:
The water levd measurements were then subtracted from the appropriate measuring point elevations to determine groundwater devations in the wells.Hydraulic conductivity (K)in the wells was measured on September 26, 2001.The values ranged from 5.634 x 1()-4 em/sec in GWB-6/MW-6 to 3.064 x 10-2 em/sec in GWA-2/MW-2.
Kurt R. Batsel, P .E.
Landfill#2 Depth to water measurements and groundwater elevations for the wells at Landfill 2 are presented in Table 1.Based on groundwater devations measured during the sampling events to date, groundwater underneath Landfill 2 trends from a relativdy higher elevation at the eastern portion of the landfill 2
Georgia License Number 16594 The Dextra Group, LLC 4665 Lower Roswell Road, # 154 Marietta, Georgia 30068
***(GWA-2/MW-2) to relatively lower elevations in the west to northwest direction beneath the landfill (Figure 1).The hydraulic gradient (shown on Figure 1 for June 2003)was calculated using a three-point problem from potentiometric surface elevations in monitoring wells GWA-2/MW-2, GWC-3/MW-3 and GWB-4/MW-4.
The hydraulic gradient has ranged from a minimum of 0.01 (October 2002)to a maximum of 0.08 Oune 2003).Landfill#3 Depth to water measurements and groundwater elevations for the wells at Landfill#3 are presented in Table 2.Based on the measured groundwater elevations to date, it appears that the groundwater elevation, or hydraulic'head,'is greatest beneath the center area of the landfill, and decreases to the southeast, to the northeast and to the west-southwest beneath the landfill.TIlls mounding effect is believed to be the result of natural infiltration in the sandy soils within the topographically high area in the center of the landfill.TIlls topographically high area, which encompasses a broad area within the landfill, is a natural site feature present prior to any landfilling operations.
As discussed previously, the water-bearing stratigraphy beneath Landfill#3 is composed of individual saturated sand units within a clayey/marl matrix.These units mayor may not be interconnected.
As such, groundwater elevations in the monitoring wells may reflect head in multiple perched layers and may not represent groundwater
'flow'direction beneath the landfill.Figure 2 presents a map depicting the saturated head contours measured during the June 2003 event.Monitoring well GWA-15/MW-15 is the well most representative of background water quality at the site because of the distance between the well and the current landfilled area, and the location of the area of relatively higher head located between the well and the current landfilled area on the eastern portion of the site.TIlls well is therefore used as a background well to evaluate groundwater quality at the landfill.The hydraulic gradient was calculated using a three-point problem from groundwater elevations in the monitoring wells as follows for each main direction of head difference:
Southeast:
GWA-7/MW-7, GWC-13/MW-13, and GWC-14/MW-14; Northeast:
GWB-6/MW-6, GWC-13/MW-13, and GWC-5/MW-5; and West-Southwest:
GWA-7/MW-7, GWB-6/MW-6, and GWA-15/MW-15.
The calculated hydraulic gradient is presented on the contour map (Figures 2).To date the steepest hydraulic gradient has been consistently to the north-northeast.
The north-northeast trending gradient has ranged from a minimum of 0.08 (October and December 2002)to a maximum gradient of 0.17 Oune 2003).4-Sampling Procedures and Parameter Analyses 4.1 Procedures and Field Measurements Prior to sample collection during each sampling event, depth to water measurements were recorded in each well from the surveyed elevations using an electronic water level indicator.
The water level indicator was decontaminated using a potable water and AlconoXwash and a potable water rinse between use at each well.The water level measurements were then subtracted from the appropriate measuring point elevations to determine the groundwater elevations in the wells.3
***Groundwater samples were collected from all monitoring wells after the wells were properly purged according to the EPA document entitled''Low-Flow Purging&Sampling of Groundwater Monitoring Wells (Bulletin QAD023)".The wells were purged and sampled using a QED SamplePro pump with dedicated replaceable pump bladders for each well.The wells were purged until a clear discharge was obtained with a turbidity of less than 10 NepWemetric Turbidity Units (ntu's).The purge rates were matched to the recovery rates of the wells, verified by periodic depth to water measurements to determine draw down during purging.The purging continued until at least three consecutive stable readings of pH, conductivity, and turbidity were recorded.Groundwater samples were then collected directly into pre-preserved sample containers supplied by the laboratory.
Final measurements of pH, conductivity, and turbidity were performed to verify that these parameters remained stable during sampling.All field instruments were calibrated in the field daily prior to use and at the conclusion of each sampling event.The field measurements are provided on Tables 3 and 4.After each sample was collected, the SamplePro pumps and airlines were decontaminated according to the following protocol:*The pump and air line were placed on clean plastic;*The pump was disassembled and the bladder was removed;*The pump was sprayed with a potable water and Alconoxsolution, followed withadistilled water rinse until all soap residue was removed;*A new pump bladder was then installed in the pump prior to reassembly; and*The pump airline was placed in a clean plastic bag between use at each well.4.2 Parameter AnalYses In accordance with the approved Groundwater Monitoring Plan, the groundwater samples and field and laboratory quality assurance/quality control (QA/QC)samples were analyzed for the Chapter 391-3-4 Appendix I list of parameters, which consists of total metals and volatile organic compounds (Table S).The field QA/QC samples consisted of duplicate samples, trip blanks and equipment blanks.Metals analyses were conducted using EPA Methods 6010B/7841, and VOCs analyses were conducted using EPA Methods 601OB/8260B and 504.1 to provide sufficiently sensitive quantitation limits for comparison with maximum contaminant limits.All laboratory analyses were provided by Advanced Chemistry Labs, Inc., Atlanta, Georgia.The complete laboratory analytical reports, which include field and laboratory QA/QC results and chain-of-custody forms, are provided in Appendix A.In addition, assessment monitoring was conducted at Landfill#3 for the June 2003 sampling event based on the results of the initial four sampling events in which statistically significant concentrations of barium and several organic parameters were indicated in the GWC-13 and GWC-14 well samples.The assessment monitoring consisted of analyses of the Chapter 391-3-4 Appendix II list of parameters for the GWA-15, GWC-13 and GWC-14 well samples.5-Groundwater Quality Evaluation


===5.1 Detected===
TABLE OF CONTENTS 1 - Introduction                                                                            1 2 - Monitoring Well Network                                                                1 3 - Groundwater Flow Rate and Directional Data                                              2 3.1 Geology/Hydrogeology 3.2 Groundwater Elevations and Gradients 4 - Sampling Procedures and Parameter Analyses                                              3 4.1 Procedures and Field Measurements 4.2 Parameter Analyses 5 - Groundwater Quality Evaluation                                                          4 5.1 Detected Parameters 5.2 Statistical Analyses 5.2.1 Landfill #2 5.2.2 Landfill #3 6 - Conclusions                                                                             6 In Order Following Page 6 Tables 1 - Groundwater Elevations and Monitoring Well Construction Details, Landfill #2 2 - Groundwater Elevations and Monitoring Well Construction Details, Landfill #3 3 - Groundwater Sampling Field Measurements, Landfill #2 4 - Groundwater Sampling Field Measurements, Landfill #3 5 - Constituents for Detection Monitoring 6 - Summary of Detected Parameters, Landfill #2 7 - Summary of Detected Parameters, Landfill #3 Figures 1 - Potentiometric Surface Map Landfill #2, June 24, 2003 2 - Groundwater Contour Elevation Map Landfill #3, June 24, 2003 Appendices A - Laboratory Analytical Reports B - Statistical Analyses
Parameters Tables 6 and 7 present a summary of all analyzed parameters that were detected above the laboratory method reporting limits.4
***Landftll#2 At Landfill#2, only zinc was detected at 0.029 mg/l in the GWC-11 well sample.Well GWC-3 could not be sampled for this event since it was dry.No parameters were detected in any of the field or laboratory QA/QC samples, and the laboratory QA/QC checks were within acceptable limits.Landftll#3 At Landfill#3, barium was detected at concentrations below the MCL in the GWA-7, GWC-13 and GWC-14 well samples.Zinc was also detected at low concentrations in the GWC-13 and GWC-14 well samples.Several VOCs were detected in samples from wells GWC-13 and GWC-14, and the parameter trichlorofluoromethane was also detected in the sample collected from GWA-7.All of the detected VOCs were reported at concentrations below the MCLs.The number of detected parameters and the reported concentrations for the detected parameters decreased for this sampling event compared to the initial four sampling events conducted in 2002.One assessment monitoring parameter, mercury, was detected in the GWC-13 and GWC-14 well samples at concentrations of 0.0005 mg/l and 0.0072 mg/l respectively.
The MCL for mercury is 0.002 mg/l.5.2 Statistical AnalYses In accordance with the approved Groundwater Monitoring Plan, statistical analyses were conducted for each constituent detected in the compliance well samples for this sampling event.The analyses were conducted to help identify any significant increase in constituent concentrations in downgradient, or compliance, well samples over samples representative of background water quality.The analyses were conducted consistent with U.S.EPA recommended methods as detailed in the guidance document"Statistical Analysis of Groundwater Monitoring Data at RCRA FacilitiesInterim Final Guidelines" (1989)and the corresponding Addendum (1992).The following methodology was used to evaluate the data:*The distribution of the data was first evaluated for normality using the Shapiro-Wilkes Test as recommended in the 1992 EPA guidance.The test indicates that the concentration data sets of the detected parameters in all wells at both landfills do not follow normal distributions.
*For the well data sets at both landfills, the Kruskal-Wallis non-parametric analysis of variance method was used to compare the concentrations of individual parameters in each compliance well to the concentrations of these parameters in the background wells.TIlls method is recommended by the 1992 EPA guidance for sample sets that do not follow a normal distribution and that have between 15%and 90%non-detects.
The detailed statistical analyses are provided in Appendix B and the results are summarized below.5
***5.2.1 Lam/fill#2 At Landfill#2, only zinc was detected in the sample from compliance well GWC-ll/MW-l1.
The analyses indicate no statistically significant increase in zinc concentrations in the compliance well samples as compared to the concentrations in the background well samples at Landfill#2.5.2.1 Lan4,fill#3 Compared to J:>ackground wells GWA-7/!vIW-7 and GWA-15/!vIW-15, the analyses indicate statistically significant higher concentrations of barium in wells GWC-13/MW-13 and14/MW-14, the organic parameter tricWorofluoromethane in well GWC-13/MW-13, and the organic parameters 1,I-dicWoroethane, cWorobenzene and cis-I, 2-dicWoroethene in well GWC-14/MW-14.
The Appendix II parameter, mercury, was also detected in the GWC-13/MW-13 and 14 well samples at concentrations of 0.0005 mg/l and 0.0072respectively.
The MCL for mercury is 0.002 mg/l.Statistical analyses of mercury concentrations could not be performed as this parameter was analyzed for the first time as part of assessment monitoring for this event.6-Conclusions Since a statistically significant increase over background is indicated for several analyzed parameters in wells GWC-13/MW-13 and GWC-14/MW-14 at Landfill#3, SNC will place a notice in the operating record within 14 days of submittal of this report as required by Chapter 391-3-4.The notice will indicate which constituents have shown statistically significant higher concentrations than in the background wells.The notice will also include detection of the Appendix II parameter, mercury, in well samples GWC-13/MW-13 and GWC-14/MW-14
.SNC will continue assessment monitoring per the requirements of paragraphs (20)through (33)of Chapter 391-3-4--.14.
Based on detection of the Appendix II parameter mercury during this sampling event, future semi-annual sampling will include analysis for mercury in all wells.In addition, the December 2003 sampling event will include the complete Appendix II analyses in wells15/MW-15, GWC-13/MW-13 and GWC-14/MW-14 to satisfy the assessment monitoring program requirement for annual Appendix II analysis in wells showing statistically significant increases of baseline monitoring parameters.
After completion of 4 semi-annual sampling events for mercury, this parameter will be added to the routine statistical analysis that is currently performed for the Appendix I parameters
.6  
***TABLES
**Table 1 Southern Nuclear Operating Company Plant Vogtle Landfill#2 Groundwater Elevations and Monitoring Well Construction Details*Total Boring Total Well Riser Groundwater Measuring Point Elevation Ground Surface Elevation Depth to Water Depth Depth Height Screened Interval Elevation WelllD Date (feet, mal)(feet, mal)(feet, to pvc)(feet, bla)(feet, topvc)(feet)(feet, msl)(feet, msl)GWA-2/MW-2 9/2612001 249.41 246.76 40.02 57 47.30 2.70 191.76 to 201.76 209.39 7/29/2002 41.69 207.72 9/9/2002 41.64 207.77 10/21/2002 42.72 206.69 12/3/2002 40.69 208.72 612412003 37.58 211.83 GWC-3/MW-3 912612001 250.41 247.81 50.45 50 52.08 2.66 187.81 to 197.81 199.96 7129/2002 50.05 200.36 91912002 50.79 199.62 10121/2002 49.30 201.11 12/3/2002 50.26 200.15 6124/2003 51.58 198.83 GWB-4/MW-4 912612001 242.40 239.83 39.84 54 48.80 2.60 183.83 to 193.83 202.56 7129/2002 40.06 202.34 9/9/2002 41.27 201.13 1012112002 40.50 201.90 12/4/2002 39.65 202.75 6124/2003 38.10 204.30 GWC-111MW-11 7/29/2002 227.53 225.09 64.80 65 68.95 2.44 158.58 to 168.58 162.73 9/9/2002 59.99 167.54 1012112002 65.27 162.26 12/4/2002 65.49 162.04 6/24/2003 59.72 167.81 Notes: Ground surface measured at survey boll set In concrete pad at base of protective casing.msl=mean sea level.topvc=measured from top of pvc riser.bls=below land surface.Page 1 of 1
**Table 2 Southern Nuclear Operating Company Plant Vogtle Landfill#3 Groundwater Elevations and Monitoring Well Construction Details Total Boring Total Well Riser Groundwater Measuring Point ElevatIon Ground Surface Elevation Depth to Water Depth Depth Height Screened Interval Elevation Well 10 Data (feet.msl)(feet.msl)(feet, topvc)(feet.bls)(feet.topvc)(feet)(fealomsl)(feelomsl)
GWC*5/MW*5 9/2612001 251.96 249.11 48.65 57 57.41 2.89 185.1110195.11 203.31 7/29/2002 50.21 201.75 9/9/2002 50.43 201.53 10/21/2002 49.26 202.70 1213/2002 49.26 202.70 6/24/2003 44.60 207.36 GWB*6/MW*6 9/2612001 278.87 276.45 47.47 67 64.34 2.43 202.4510212.45 231.40 7/29/2002 48.52 230.35 9/9/2002 48.55 230.32 10/21/2002 49.21 229.66 12/312002 48.86 230.01 6/24/2003 46.92 231.95 GWA-7/MW-7 9/2612001 261.33 259.39 31.11 50 40.22 1.90 211.1110221.11 230.22 7/29/2002 33.18 228.17 9/9/2002 33.25 228.08 10/21/2002 33.20 228.13 12/3/2002 32.94 228.39 6/24/2003 27.51 233.82 GWC*13/MW*13 7/29/2002 273.08 270.99 40.92 50 50.14 2.09 222.9410232.94 232.16 919/2002 41.00 232.08 10/21/2002 40.94 232.14 12/3/2002 40.48 232.60 6/24/2003 36.90 236.18 GWC*14/MW*14 7/29/2002 262.88 260.66 40.05 60 53.38 2.22 209.5010229.50 222.83 9/9/2002 42.31 220.57 10/21/2002 42.79 220.09 12/3/2002 42.35 220.53 6/24/2003 44.29 218.59 GWA*15/MW*15 7/29/2002 268.15 265.34 45.94 55 56.86 2.81 211.2910221.29 222.21 9/9/2002 46.05 222.10 10/21/2002 46.19 221.96 12/3/2002 46.23 221.92 6/24/2003 41.76 226.39 GWB*16/MW-16 7/29/2002 256.95 254.57 DRY 65 67.39 2.36 189.5610209.56 DRY 9/9/2002 DRY DRY 10121/2002 DRY DRY 12/312002 DRY DRY 6124/2003 DRY DRY Noles: Ground surface measured al survey boR sel in concrele pad al base of prolective casing.msl=mean sea level.lopvc=measured from top of pvc riser.Pogo 1 011*
**Table 3 Southern Nuclear Operating Company Plant Vogtle Landfill#2 Groundwater Sampling Field Measurements
*Gallons WelllD Date pH Conductl v1ty 1 Turbldlti Purged Odor Color Notes GWA-2IMW-2 912612001------------Well Development Only 712912002 4.69 19 13.8 2.5 none none 91912002 4.51 24.9 7.53--nonenone 1012112002 5.17 18 1.31 3.1 none none 121312002 5.30 13 9.1 3.5 none none 612412003 6.28 26.9 5.76 1.0 none none GWC-3/MW-3 9126/2001------------Well Development Only 712912002 4.08 27.9 22.2 1.3 none none 91912002 6.03 36.5 4.08 0.5 none none 10/2112002
--176 35.6<0.5 gal----Too little water to purge and sample 121312002 5.51 488 14.0<0.5 gal----Too little water to purge and sample 612412003------<0.5galnonenone Too little water to purge and sample GWB-4/MW-4 912612001 4.73 36.0 15.5 35.0----Well Development Only 7129/2002 4.21 269 3.63 2.0 none none 91912002 4.35'34.8 0.55 2.0 none none 1012112002 5.01 25 6.44 3.0 none none 12/412002 5.51 9B.7 2.60 4.0 none none 612412003 5.33 36.0 5.27 2.0 none none GWC-11/MW-11 7129/2002 5.30 67.5 36.6 4.0 none pale white 91912002 6.24 97.0 6.51 2.0 none none 1012112002 5.05 75.0 B.05 1.B none none 121412002 5.72 57.1 B.10 2.0 none none 612412003 6.93 70.0 2.70 2.5 none none Notes: N/A=not applicable
'--=no data recorded f1 Conductivity in units of umhos/sec 12 Turbidity in units of NTU 1 of 2
**Table 4 Southern Nuclear Operating Company Plant Vogtle Landfill#3 Groundwater Sampling Field Measurements Gilions Well 10 Olte pH Conductivity 1 Turbidity' Purged Odor Color Notes GWC-5IMW-5 912612001 5.11 47.5 28.6 6.0 none cloudy Well Development Only.712912002 5.41 24.4 2.83 1.75 none none 91912002 8.13 365 4.11 2.0nonenone 1012112002---------121312002 5.94 117 7.8 2.0 none none 612412003 5.18 29 3.5 6.0 none none GWB-6IMW-6 912612001 7.13 242 25.6 2.0 none-Well Development Only 712912002 6.75 1,338 0.35 1.5nonenone 91912002 4.13 198 6.43 1.5 none none 1012112002 6.72 573 0.44 2.5nonenone 121312002 6.14 116 0.45 1.5 none none 612412003 7.09 155 9.1 1.5 none none GWA-7IMW-7 912612001.-..cloudy 30.0.--Well Development Only 712912002 6.97 251 8.33 2.5 none none 91912002 7.52 327 9.97 5.0 none none 10121/2002 4.39 92 3.14 2.0 none none 12/312002 6.51 188 7.3 2.5 none none 612412003 7.02 163 101.3 4.0 none dark brown turbidity>100 ntu lor 2 hours.GWC-13IMW-13 7/29/2002 6.52 421 0.66--9/912002 5.96 77.5 6.40 1.0 none none 10/21/2002 6.19 73.4 3.09 2.5 none none 12/312002 6.54 481 1.00 2.5 none none 6/2412003 5.95 271 2.02 2.5 none none GWC*14IMW*14 712912002 8.49 448 1.15--none none 9/912002 5.57 717 5.19--nonenone 10/21/2002 8.00 674 4.65 3.2nonenone 121312002 5.54 547 2.7 4.5nonenone 6124/2003 5.97 197 3.61 2.5nonenone GWA-15IMW-15 7/29/2002 5.70 95.8 1.12 4.0nonenone 91912002 5.92 118 8.53 2.5 none none 10/21/2002 5.19 81 1.88 4.5nonenone 1213/2002 7.58 78.2 3.8 2.5nonenone 6/2412003 7.44 48.0 5.38 2.5 none none GWB-16/MW-16 7/29/2002 N/A N/A N/A N/AN/AN/A Well Dry 91912002 NIA NlA NIA N/A NIA N/A Wen Dry 10/21/2002 N/A NIA N/A N/A NIA NIA Well Dry 12/312002 N/A NIA N/A N/A NIA N/A Well Dry 8/2412003 NIA N/A NIA N/AN/AN/A Well Dry Notes: NIA=not appllceble
'--*no data recorded 11 Conductivity In units of umhoslsec 12 Turbidity In units 01 NTU 2012*
*Table 5 Southern Nuclear Operating Company Plant Vogtle Landfills#2 and#3 Appendix I to Part 40 CFR Part 258: Constituents for Detection Monitoring (1)**Common Name (2)Inorganic Constituents:
(1)Antimony.(2)Arsenic.(3)Barium.(4)Beryllium.(5)Cadmium.(6)Chromium.(7)Cobalt.(8)Copper.(9)Lead.(10)Nickel.(11)Selenium.(12)Silver.(13)Thallium.(14)Vanadium.(15)Zinc.Organic Constituents:
(16)Acetone.(17)Acrylonitrile
.(18)Benzene.(19)Bromochl oromethane
.(20)Bromodichloromethane
.(21)Bromoform; Tribromomethane
.(22)Carbon disulfide.(23)Carbon tetrachloride
.(24)Chi orobenzene
.(25)Chloroethane; Ethyl chloride.(26)Chloroform; Trichloromethane
.(27)Dibromochloromethane; Chlorodibromomethane
.(28)l,2-Dibromo-3-chloropropane; DBCP.(29)l,2-Dibromoethane; Ethylene dibromide; EOB.(30)o-Oichlorobenzene; l,2-0ichlorobenzene
.(31)p-Oichlorobenzene; l,4-0ichlorobenzene
.(32)trans-1,4-0ichloro-2-butene
.(33)l,l-0ichloroethane; Ethylidene chloride.(34)l,2-0ichloroethane; Ethylene dichloride
.(35)l,l-Oichloroethylene; l,l-0ichloroethene; Vinylidene chloride.(36)cis-1,2-0ichloroethylene; cis-1,2-0ichloroethene
.(37)trans-1,2-0ichloroethylene; trans-1,2-0ichloroethene (38)l,2-0ichloropropane; Propylene dichloride
.(39)cis-1,3-0ichloropropene
.(40)trans-1,3-0ichloropropene
.(41)Ethylbenzene
.(42)2-Hexanone; Methyl butyl ketone.(43)Methyl bromide;Bromomethane
".(44)Methyl chloride;Chloromethane
.Page 1 of 2 EPA Method 6010B/7041 6010B/7061 6010B/7091 6010B/7091 6010B/7131 6010B/7191 6010B/7201


6010B/7211 6010B/7421 6010B/7520 6010B/7741 6010B/7761 6010B/7841 6010B/7911 6010B/7951 8260
1 - Introduction This report presents the results of groundwater sampling conducted in June 2003 at two private solid waste landfills (Landfill #2 and Landfill #3) operated by Southern Nuclear Operating Company, Inc.
*Table 5 (continued)
(SNC) at Plant Vogtle in Waynesboro, Georgia. Groundwater monitoring was implemented at the landfills in 2002 in accordance with the approved Groundwater Monitoring Plan for the landfills.
Southern Nuclear Operating Company, Inc.Plant Vogtle Landfills#2 and#3 Appendix I to Part 40 CFR Part 258: Constituents for Detection Monitoring (1)(1)This list contains 47 volatile organics for which possible analytical procedures provided in EPA Report SW-846"Test Methods for Evaluating Solid Waste," third edition, November 1986, as revised December 1987,includes Method 8260;and 15 metals for which SW-846 provides either Method 6010 or a method from the 7000 series of methods.(2)Common names are those widely used in government regulations, scientific publications, and commerce;synonyms exist for many chemicals.*Common Name (2)(45)Methylene bromide;Dibromomethane
The landfills are used for disposal of non-putrescible, non-liquid office and solid waste as well as construction/demolition debris such as asbestos insulation, wooden pallets, and concrete. The landfills are operated under Solid Waste Permit #s 017-006D(L)(I) and 017-007D(L)(I). The active trench at Landfill #2 is used only for asbestos disposal. Landfill #3, permitted in 1987, has been utilized for construction and demolition debris disposal since 1992.
.(46)Methylene chloride;Dichloromethane
Sampling, analyses and data evaluation were conducted in accordance with the rules of the Georgia Department of Natural Resources Environmental Protection Division, Chapter 391-3-4, the September 1991 "Manual for Groundwater Monitoring" and the approved Groundwater Monitoring Plan for the landfills.
.(47)Methyl ethyl ketone;MEK;2-Butanone
The findings of the initial four sampling events, conducted from August 2002 through December 2002, were presented in the March 2003 Groundwater Monitoring Report. This report presents the results of the June 2003 semi-annual detection monitoring sampling event and assessment monitoring conducted based on the results of the initial detection monitoring events conducted in 2002. Subsequent reports will be prepared upon completion of semi-annual sampling events as scheduled in the Groundwater Monitoring Plan.
.(48)Methyl iodide;Iodomethane
2 - Monitoring Well Network The groundwater monitoring well network consists of four permanent monitoring wells located along the north, east and south waste unit management boundaries of Landfill #2 (Figure 1), and seven permanent monitoring wells located along the perimeter of the waste management unit boundary of Landfill #3 (Figure 2). As shown in the figures, the wells are located outside of, but as close as practical to, the waste disposal areas. The wells are screened within the uppermost water-producing zones underlying the landfills, which occur from approximately 35 to 60 feet below land surface at Landfill #2 and from approximately 30 to 50 feet below land surface at Landfill #3.
.(49)4-Methyl-2-pentanone; Methyl isobutyl ketone.(50)Styrene.(51)1,1,1,2-Tetrachloroethane
The four permanent groundwater monitoring wells at Landfill #2 were installed in September 2001 after advancing a total of eight deep soil borings around the landfill boundary. The upgradient well is GWA-2/MW-2 and the downgradient, or compliance, wells are GWC-3/MW-3 and GWC-11/MW-
.(52)1,1,2,2-Tetrachloroethane
: 11. Well G\VB-4/MW-4 is best characterized as a cross gradient well, but is evaluated as a compliance well for this report. The well construction details are presented in Table 1.
.(53)Tetrachloroethylene; Tetrachloroethene; Perchloroethylene
The seven permanent groundwater monitoring wells at Landfill #3 were installed in September 2001 and in July 2002. The well construction details are presented in Table 2. Wells GWA-7/MW-7 and GWA-15/MW-15 are located at the south and southwest portions of the landfill boundary. Wells GWC-5/MW-5, GWC-13/MW-13 and GWC-14/MW-14 are located along the eastern portion of the landfill boundary, and wells G\VB-6/MW-6 and G\VB-16/MW-16 are located along the northern landfill boundary. As discussed in Section 3.2, well GWA-15/MW-15 is the designated background well, and the remaining wells are designated compliance wells.
.(54)Toluene.(55)1,1,1-Trichloroethane; Methylchloroform
Currently, there are no surface water monitoring stations at either landfill. Two surface water monitoring stations will be added upon construction of stormwater sediment ponds at Landfill #3 in accordance with the approved Design and Operational Plans for the landfills.
.(56)1,1, 2-Trichloroethane
* 3 - Groundwater Flow Rate and Directional Data 3.1 Geology/Hydrogeology The geology of the Plant Vogtle site consists of sedimentary deposits within the Coastal Plain physiographic province of Georgia. These sediments consist of unconsolidated sands, silts and clays comprised of marine and non-marine fluvial deposits. Marls and limestone were also encountered at depth in deep borings completed at the landfills. A boring completed to approximatdy 126 feet below land surface at the northwest boundary of Landfill #2 appears to have been completed just into or immediatdy on top of the Utley Limestone member. The marls encountered during drilling were components of the Irwinton Sand member. Either all or parts of the Barnwell Group members (except the Utley Limestone member) were also encountered in the other borings conducted at the landfills. Underlying the Barnwell Group is the Usbon Formation with its uppermost unit, the Blue Bluff Marl, located immediately under the Utley Umestone. This marl layer, approximatdy 70 feet thick, is a near-impermeable layer that effectively confines the Tertiary and Cretaceous aquifers, the two confined aquifers beneath the Plant site.
.(57)Trichloroethylene; Trichloroethene
The occurrence of groundwater underlying the landfills appears in confined, semi-confined, unconfined, and perched hydrogeologic units. Groundwater is found primarily in sands, silty sands, clayey sands and marl limestone interfaces. The main difference between boring/well water production characteristics and aquifer confining characteristics appears to be the thickness of the water-producing zone, the grain size of the sand component, the sand/clay ratio and the characteristics of the marl/limestone interface.
.(58)Trichlorofluoromethane; CFC-ll.(59)1,2, 3-Trichloropropane
Groundwater may also exist in an unconfined water table aquifer in the Barnwell sands and limestone that overlie the marl. The water table aquifer at the site is on an interfluvial ridge, or a topographically high area in which the groundwater in the water table discharges along streams that surround the topographic high. The streams eventually discharge to the Savannah River.
.(60)Vinyl acetate.(61)Vinyl chloride.(62)Xylenes.EPA Method 8260*Page 2 of 2
3.2 Groundwater Elevations and Gradients During well installation, the occurrence of groundwater was determined by collecting continuous split spoon samples beginning approximately five feet above the location of expected groundwater-producing zones. At both landfills, groundwater was generally found in water producing zones less than one foot thick and is frequently under semi-confined or confined conditions.
*Table 6 Southern Nuclear Operating Company Plant Vogtle Landfill#2 Summary of Detected Parameters July 2002 CONSTITUENT Metals 1 WEll SAMPLES MCl GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 Sarium Zinc Organics 2 1,1-Dichloroethane Chlorobenzene 1,4-Dichlorobenzene Methylene chloride cis-1,2-Dichloroethene T richlorofluoromethane 1,1-Dichloroethene Xylenes (Total)Vinyl chloride 2 NA NA 100 75 5 70 NA 7 10000 2 0.027 Sal 0.021 Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal 0.085 0.034 Sal Sal Sal Sal Sal Sal Sal Sal Sal*Sal-Selow quantification level MCl-Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5;NA-None available 1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb*Indicates exceedance of MCl Page 1 of 5
Upon completion of all drilling activities, measuring points were located on the tops of the well casings and surveyed relative to mean sea level (msl). During each sampling event, depth to water measurements were recorded in the wells from the surveyed devations using an dectronic water-Ievd indicator. The water levd measurements were then subtracted from the appropriate measuring point elevations to determine groundwater devations in the wells.
*Table 6 (continued)
Hydraulic conductivity (K) in the wells was measured on September 26, 2001. The values ranged from 5.634 x 1()-4 em/sec in GWB-6/MW-6 to 3.064 x 10-2 em/sec in GWA-2/MW-2.
Southern Nuclear Operating Company Plant Vogtle Landfill#2 Summary of Detected Parameters September 2002 CONSTITUENT MCl WELL SAMPLES GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 Metals 1 Sarium 2 Sal Sal 0.021 0.020 Zinc NA Sal Sal sal Sal Organics 2 1,1-Dichloroethane NA Sal Sal sal sal Chlorobenzene 100 Sal Sal sal sal 1,4-Dichlorobenzene 75SalSal Sal Sal Methylene chloride 5 Sal Sal sal Sal cis-1,2-Dichloroethene 70 Sal Sal sal Sal Trichlorofluoromethane NA Sal Sal sal Sal 1,1-Dichloroethene 7 Sal Sal sal Sal Xylenes (Total)10000 Sal sal sal sal Vinyl chloride 2 Sal sal sal Sal Sal-Selow quantification level MCl-Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5;NA-None available*1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb Indicates exceedance of MCl*Page 2 of 5
Landfill #2 Depth to water measurements and groundwater elevations for the wells at Landfill 2 are presented in Table 1. Based on groundwater devations measured during the sampling events to date, groundwater underneath Landfill 2 trends from a relativdy higher elevation at the eastern portion of the landfill 2
*Table 6 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill#2 Summary of Detected Parameters October 2002 CONSTITUENT MCl WEll SAMPLES GWA-2/MW-2 GWC-3/MW-3 3 GWB-4/MW-4 GWC-11/MW-11 Metals 1 Sarium 2 Sal NS 0.021 0.025 Zinc NA Sal NS Sal Sal Organics 2 1,1-Dichloroethane NA Sal NS Sal Sal Chlorobenzene 100 Sal NS Sal Sal 1,4-Dichlorobenzene 75 Sal NS Sal Sal Methylene chloride 5 Sal NS Sal Sal cis-1,2-Dichloroethene 70 Sal NS Sal Sal Trichlorofluoromethane NA Sal NS Sal Sal 1,1-Dichloroethene 7 Sal NS Sal Sal Xylenes (Total)10000 Sal NS Sal Sal Vinyl chloride 2 Sal NS Sal Sal Sal-Selow quantification level MCl-Maximum Contaminant level per EPD Rule Chapter 391-3-5;NA-None available*1 Metals concentrations in mg/l 20rganics concentrations in ug/l or ppb 3Dry well, not sampled (NS)Indicates exceedance of MCl*Page 3 of5
*CONSTITUENT Metals 1 Table 6 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill#2 Summary of Detected Parameters December 2002 WEll SAMPLES MCl GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWS-4/MW-4 3 GWC-11/MW-11 Sarium Zinc Organics 2 1 ,1-Dichloroethane Chlorobenzene 1,4-Dicholorbenzene Methylene chloride cis-1 ,2-Dichloroethene Trichlorofluoromethane 1 ,1-Dichloroethene Xylenes (Total)Vinyl chloride 2.00 NA NA 100 75 5 70 NA 7 10000 2 0.015 Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal 0.020 0.021 0.020 0.018 0.047 Sal Sal SalSalSal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal SalSalSal Sal SalSalSal Sal Sal Sal Sal Sal SalSalSal Sal SalSalSal Sal Sal Sal Sal Sal*Sal-Selow quantification level MCl-Maximum Contaminant level per EPD Rule Chapter 391-3-5;NA-None available 1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb 3Replicate sample of GWS-4I1MW-4 well.'Indicates exceedance of MCl Psge4of5
*Table 6 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill#2 Summary of Detected Parameters June 2003 CONSTITUENT Metals 1 WEll SAMPLES MCl GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 Sarium Zinc Organics 2 1,1-Dichloroethane Chlorobenzene 1,4-Dicholorbenzene Methylene chloride cis-1,2-Dichloroethene Trichlorofluoromethane 1,1-Dichloroethene Xylenes (Total)Vinyl chloride 2.00 NA NA 100 75 5 70 NA 7 10000 2 Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal NS NS NS NS NS NS NS NS NS NS NS Sal Sal Sal 0.029 Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal*Sal-Selow quantification level MCl-Maximum Contaminant level per EPD Rule Chapter 391-3-5;NA-None available NS-Not sampled;well dry 1Metals concentrations in mg/l 20 rgan ics concentrations in ug/I or ppb*Indicates exceedance of MCl Page 5 of5 Table 7*Southern Nuclear Operating Company Plant Vogtle Landfill#3 Summary of Detected Parameters JUly 2002 CONSTITUENT MCl WEllS 1 GWC-5/MW-5 GWS-6IMW-6 GWA-7/MW-7 GWA-7-2JMW-7-2 3 GWC-13/MW-13 GWC-14/MW-14 GWA-15/MW-15 Metals 1 Sarium 2 Sal Sal Sal Sal 0.077 0.068 Sal Zinc NA Sal SalSalSal SalSalSal Organics 2 1.1-Dichloroethane NA Sal Sal Sal Sal Sal 13 Sal Chlorobenzene 100SalSal BOl Sal Sal Sal Sal 1,4-Dichlorobenzene 75 sal Methylene chloride 5 Sal cis-1,2-Dichloroethene 70 BOl sal Sal Sal Sal 10 sal Trichlorofluoromethane NA Sal Sal 177 192 300 43 sal 1,1-Dichloroethene 7 Sal Sal Sal salSalSal sal Xylenes (Total)10000 BOl sal Sal Sal sal 8 sal Vinyl chloride 2 Sal salsalsal Salsalsal sal-Selow quantification level MCl-Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5;NA-None available 1Metals concentrations in mgIL 20rganics concentration units in ugA or ppb*3Replicate sample of GWA-7/MW-7 well sample Indicates exceedance of MCl*Page 1 of5
*CONSTITUENT Metals'MCl Table 7 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill#3 Summary of Detected Parameters September 2002 WEll SAMPLES GWC-5IMW-5GWB-6IMW-6GWA-7IMW-7 GWC-13IMW-13 GWC-14IMW*14 GWC-14-2IMW.14-2 3 GWA-15IMW*15 Barium Zinc 2 NA 0.020 BOl BOl BOl BOl BOl 0.085 0.023 0.092 BOl 0.095 BOL BOL BOL Organics 2 1,1-Dichloroethane NA BOl BOl BOl Chlorobenzene 100 BOlBOlBOl 1 ,4-Dichlorobenzene 75 BOL BOL BOL Methylene chloride 5 BOl BOl BOl cis-1,2-Dichloroethene 70 BOl BOl BOl Trichlorofluoromethane NA BOL BOL 32 1 ,1-Dichloroethene 7 BOL BOl BOl Xylenes (Total)10000 BOL BOl BOl Vinyl chloride 2 BOlBOlBOl 6 BOl BOL BOL BOl BOL BOl 21 8 37 BOl 19 23 BOl 21 8 36 BOl 18 23 BOL BOl BOL BOl BOl BOl BOl BOl BOl**BOl-Below quantification level MeL-Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5;NA-None available'Metals concentrations in mgll 20rganics concentration units in ugll or ppb 3Replicate sample of GWB-14/IMW-14 well sample Page 20f5 Table 7 (continued)
*Southern Nuclear Operating Company Plant Vogtle Landfill#3 Summary of Detected Parameters October 2002 CONSTITUENT MCl WEll SAMPLES GWC-5/MW-5 GWB-6IMW-6 GWA-7/MW-7 GWC-13/MW-13 GWC-14/MW-14 GWA-15/MW-15 GWA-15-21MW-15-2 3 Metals'Barium BOl BOl BOl 0.083 0.064 Sal BOl Zinc BOl Sal BOl 0.027 BOl BOl BOl Organics 21, 1*Dichloroethane NA BOl Sal BOl 6 17 BOl BOl Chlorobenzene 100 BOlBOlBOl BOl 9 BOl Sal 1,4-Dicholorbenzene 75 BOl BOl BOl BOl 35 BOl BOl Methylene chloride 5 BOl BOl BOl BOl BOl BOl os-1,2-Dichloroethene 70 BOl SalBOlBOl 16 BOl BOl T richlorofluoromethane NA Sal BOl 221 348 31 BOl BOl1, 1-Dichloroethene 7 BOlBOlBOl BOl BOl BOl BOl Xylenes (Total)10000 BOl BOl Sal BOl 11 BOl Sal Vinyl chloride 2 BOl BOl BOl Sal BOl Sal Sal**BOl-Below quantification level MCl-Maximum Contaminant level per EPD Rule Chapter 391-3-5;NA-None available'Metals concentrations in rngIl 20rganics concentration units in ugll or ppb 3Replicate sample of GWA-15//MW-15 well Indicates exceedance of MCl Page30f5 Table 7 (continued)
*Southern Nuclear Operating Company Plant Vogtle Landfill#3 Summary of Detected Parameters December 2002 CONSTITUENT MCL WELL SAMPLES GWC-5/MW-5 GWS-6IMW-6 GWA-7/MW-7GWC-13/MW-13GWC-14/MW-14 GWA-15/MW-15 Metals 1 Sarium 2.00 0.018 SOL 0.015 0.082 0.106 SOL Zinc NA SOL SOL SOL 0.027 SOL SOL Organics 2 1 ,1-Dichloroethane NA SOL SOL SOL 7 16 SOL Chlorobenzene 100 SOL SOL SOL SOL 10 SOL 1,4-Dicholorbenzene 75 SOL SOL SOL SOL 39 SOL Methylene chloride 5 SOL SOL SOL SOL SOL SOL cis-1,2-Dichloroethene 70 SOL SOL SOL SOL 19 SOL Trichlorofluoromethane NA SOL SOL 210 391 27 SOL 1 ,1-Dichloroethene 7 SOL SOL SOL SOL Xylenes (Total)10000 SOL SOL SOL SOL 21 SOL Vinyl chloride 2 SOL SOL SOL SOL SOL*Chloroform 3 0.1 SOL SOL SOL 5 SOL SOL SOL-Selow quantification level MCL-Maximum Contaminant Level per EPD Rule Chapter 391-3-5;NA-None available 1 Meta Is concentrations in mg/L 20 rgan ics concentration units in ug/I or ppb 3Applies only to Community Water Systems serving 10,000 Indicates exceedance of MCL*Page 4 of5
*CONSTITUENT Metals 1 MCl Table 7 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill#3 Summary of Detected Parameters June 2003 WEll SAMPLES GWC-5IMW-5 GWS-6IMW-6 GWA-7IMW-7 GWC-131MW-13 GWC-13IMW-13 5 GWC-141MW-14 GWA-15IMW-15 Sarium Zinc Copper Mercury*2.00 Sal Sal 0.036 0.029 0.030 0.051 Sal NA Sal Sal 0.034 Sal Sal Sal Sal 1.3SalSal 0.035 Sal Sal Sal 0.002 NA NA NA 0.0005 0.0005 Sal**Organics 2 1.1-Dichloroethane NA Sal Sal Sal 9 9 10 Sal Chlorobenzene 100 Sal Sal Sal Sal Sal 7 Sal 1,4-Dicholorbenzene 75 SalSalSalSal Sal 16 Sal Methylene chloride 5 Sal Sal Sal Sal SalSalSal cis-1,2-Dichloroethene 70 Sal Sal Sal 6 6 10 Sal Trichlorofluoromethane NASalSal 23 41 47 5 Sal 1,1-Dichloroethene 7 Sal Sal Sal Sal Sal Sal Sal Xylenes (Total)10000 Sal Sal Sal Sal Sal Sal Sal Vinyl chloride 2 Sal SalSalSal Sal Sal Sal Chloroform 3 0.1 Sal Sal Sal Sal Sal Sal Sal Sal-Selow quantification level MCl-Maximum Contaminant level per EPD Rule Chapter 391-3-5;NA-None Available or Not Analyzed'Metals concentrations in mgll 20rganics concentration units in ugll or ppb JApplies only to Community Water Systems serving 10,000*Appendix II parameter; NA reflects that this parameter was not analyzed for those wells not induded in the Assessment Monitoring Program 5Replicate sample of well GWC-13IMW-13 sample Page50f5
***FIGURES I I I.Llpp",d.,nJ 01'1 ,\"..J\I'M*>Il, Me.lP!l0JEt:T.lj1010805 1MT!'
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I'>8 II SOIL iIOMJN<i",(O!'m II:R LINE\-GKUUNDW\T\:.)lC;R-illI8'1 GRl!l'!\'DWATER n.()1X DilIbLT10N Potentiometric Surface 1fap June 24, 2003_Plant Vogtlc, Landfill#2 1""-""'""""",,,,m___
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(GWA-2/MW-2) to relatively lower elevations in the west to northwest direction beneath the landfill (Figure 1).
-el"':\LU1MOl'll.
The hydraulic gradient (shown on Figure 1 for June 2003) was calculated using a three-point problem from potentiometric surface elevations in monitoring wells GWA-2/MW-2, GWC-3/MW-3 and GWB-4/MW-4. The hydraulic gradient has ranged from a minimum of 0.01 (October 2002) to a maximum of 0.08 Oune 2003).
-
Landfill #3 Depth to water measurements and groundwater elevations for the wells at Landfill #3 are presented in Table 2. Based on the measured groundwater elevations to date, it appears that the groundwater elevation, or hydraulic 'head,' is greatest beneath the center area of the landfill, and decreases to the southeast, to the northeast and to the west-southwest beneath the landfill. TIlls mounding effect is believed to be the result of natural infiltration in the sandy soils within the topographically high area in the center of the landfill. TIlls topographically high area, which encompasses a broad area within the landfill, is a natural site feature present prior to any landfilling operations.
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As discussed previously, the water-bearing stratigraphy beneath Landfill #3 is composed of individual saturated sand units within a clayey/marl matrix. These units mayor may not be interconnected. As such, groundwater elevations in the monitoring wells may reflect head in multiple perched layers and may not represent groundwater 'flow' direction beneath the landfill. Figure 2 presents a map depicting the saturated head contours measured during the June 2003 event.
...
Monitoring well GWA-15/MW-15 is the well most representative of background water quality at the site because of the distance between the well and the current landfilled area, and the location of the area of relatively higher head located between the well and the current landfilled area on the eastern portion of the site. TIlls well is therefore used as a background well to evaluate groundwater quality at the landfill.
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The hydraulic gradient was calculated using a three-point problem from groundwater elevations in the monitoring wells as follows for each main direction of head difference:
.'!..!.,2OJI
Southeast: GWA-7/MW-7, GWC-13/MW-13, and GWC-14/MW-14; Northeast: GWB-6/MW-6, GWC-13/MW-13, and GWC-5/MW-5; and West-Southwest: GWA-7/MW-7, GWB-6/MW-6, and GWA-15/MW-15.
--'fLw&deg;101'>1-7$GWC 5*>'I\ILo\..,,,__200 300==s),J2']rl''<F.\II'I*I.1 SlJi-f.\(r
The calculated hydraulic gradient is presented on the contour map (Figures 2). To date the steepest hydraulic gradient has been consistently to the north-northeast. The north-northeast trending gradient has ranged from a minimum of 0.08 (October and December 2002) to a maximum gradient of 0.17 Oune 2003).
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4 - Sampling Procedures and Parameter Analyses 4.1 Procedures and Field Measurements Prior to sample collection during each sampling event, depth to water measurements were recorded in each well from the surveyed elevations using an electronic water level indicator. The water level indicator was decontaminated using a potable water and AlconoX wash and a potable water rinse between use at each well. The water level measurements were then subtracted from the appropriate measuring point elevations to determine the groundwater elevations in the wells.
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***ApPENDIXA-LABORATORY ANALYTICAL REPORTS ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 V.D.(50308/82608)
*Appendix II GWC-13/MW-13 Sample 10: ACl Sample#: 203344 Analvte Acetone Acetonitrile Acrolein Acrylonitrile Allyl chloride Senzene*mochloromethane


modichloromethane Sromoform Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane
Groundwater samples were collected from all monitoring wells after the wells were properly purged according to the EPA document entitled ''Low-Flow Purging & Sampling of Groundwater Monitoring Wells (Bulletin QAD023)". The wells were purged and sampled using a QED SamplePro pump with dedicated replaceable pump bladders for each well. The wells were purged until a clear discharge was obtained with a turbidity of less than 10 NepWemetric Turbidity Units (ntu's). The purge rates were matched to the recovery rates of the wells, verified by periodic depth to water measurements to determine draw down during purging. The purging continued until at least three consecutive stable readings of pH, conductivity, and turbidity were recorded. Groundwater samples were then collected directly into pre-preserved sample containers supplied by the laboratory. Final measurements of pH, conductivity, and turbidity were performed to verify that these parameters remained stable during sampling. All field instruments were calibrated in the field daily prior to use and at the conclusion of each sampling event. The field measurements are provided on Tables 3 and 4.
After each sample was collected, the SamplePro pumps and airlines were decontaminated according to the following protocol:
* The pump and air line were placed on clean plastic;
* The pump was disassembled and the bladder was removed;
* The pump was sprayed with a potable water and Alconox solution, followed with a distilled water rinse until all soap residue was removed;
* A new pump bladder was then installed in the pump prior to reassembly; and
* The pump airline was placed in a clean plastic bag between use at each well.
4.2 ParameterAnalYses In accordance with the approved Groundwater Monitoring Plan, the groundwater samples and field and laboratory quality assurance/quality control (QA/QC) samples were analyzed for the Chapter 391-3-4 Appendix I list of parameters, which consists of total metals and volatile organic compounds (Table S). The field QA/QC samples consisted of duplicate samples, trip blanks and equipment blanks. Metals analyses were conducted using EPA Methods 6010B/7841, and VOCs analyses were conducted using EPA Methods 601OB/8260B and 504.1 to provide sufficiently sensitive quantitation limits for comparison with maximum contaminant limits. All laboratory analyses were provided by Advanced Chemistry Labs, Inc., Atlanta, Georgia. The complete laboratory analytical reports, which include field and laboratory QA/QC results and chain-of-custody forms, are provided in Appendix A.
In addition, assessment monitoring was conducted at Landfill #3 for the June 2003 sampling event based on the results of the initial four sampling events in which statistically significant concentrations of barium and several organic parameters were indicated in the GWC-13 and GWC-14 well samples.
The assessment monitoring consisted of analyses of the Chapter 391-3-4 Appendix II list of parameters for the GWA-15, GWC-13 and GWC-14 well samples.
5 - Groundwater Quality Evaluation 5.1 Detected Parameters Tables 6 and 7 present a summary of all analyzed parameters that were detected above the laboratory method reporting limits.
* 4


Chloroform Chloroprene 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane trans-1 A-Dichloro-2-butene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1 A-Dichlorobenzene Dichlorodifluoromethane 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane 1,1-Dichloropropene BOl=Below Ouantitation Limit J=less than Ouantttation Limn.Approximate Value PQl=Practical Quantitation Limit Units: Result sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal 9 sal sal 6 sal sal sal sal sal 1J9/L PQl 100 100 100 50 10 5 5 5 5 5 5 5 10 5 20 20 5 5 10 5 5 5 5 5 5 5 5 5 5 5 15 5 Matrix: Date Sampled: Date Extracted:
Landftll#2 At Landfill #2, only zinc was detected at 0.029 mg/l in the GWC-11 well sample. Well GWC-3 could not be sampled for this event since it was dry.
Date Analyzed: Analyst: Analvte cis-1,3-Dichloropropene trans-1,3-Dichloropropene Ethyl methacrylate Ethylbenzene 2-Hexanone Isobutyl alcohol Methacrylon itrile Methyl bromide Methyl chloride Methyl ethyl ketone Methyl iodide Methyl methacrylate 4-Methyl-2-pentanone Methylene bromide Methylene chloride Naphthalene
No parameters were detected in any of the field or laboratory QA/QC samples, and the laboratory QA/QC checks were within acceptable limits.
Landftll#3 At Landfill #3, barium was detected at concentrations below the MCL in the GWA-7, GWC-13 and GWC-14 well samples. Zinc was also detected at low concentrations in the GWC-13 and GWC-14 well samples.
Several VOCs were detected in samples from wells GWC-13 and GWC-14, and the parameter trichlorofluoromethane was also detected in the sample collected from GWA-7. All of the detected VOCs were reported at concentrations below the MCLs. The number of detected parameters and the reported concentrations for the detected parameters decreased for this sampling event compared to the initial four sampling events conducted in 2002.
One assessment monitoring parameter, mercury, was detected in the GWC-13 and GWC-14 well samples at concentrations of 0.0005 mg/l and 0.0072 mg/l respectively. The MCL for mercury is 0.002 mg/l.
5.2 StatisticalAnalYses In accordance with the approved Groundwater Monitoring Plan, statistical analyses were conducted for each constituent detected in the compliance well samples for this sampling event. The analyses were conducted to help identify any significant increase in constituent concentrations in downgradient, or compliance, well samples over samples representative of background water quality.
The analyses were conducted consistent with U.S. EPA recommended methods as detailed in the guidance document "Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities -
Interim Final Guidelines" (1989) and the corresponding Addendum (1992).
The following methodology was used to evaluate the data:
* The distribution of the data was first evaluated for normality using the Shapiro-Wilkes Test as recommended in the 1992 EPA guidance. The test indicates that the concentration data sets of the detected parameters in all wells at both landfills do not follow normal distributions.
* For the well data sets at both landfills, the Kruskal-Wallis non-parametric analysis of variance method was used to compare the concentrations of individual parameters in each compliance well to the concentrations of these parameters in the background wells. TIlls method is recommended by the 1992 EPA guidance for sample sets that do not follow a normal distribution and that have between 15% and 90% non-detects.
The detailed statistical analyses are provided in Appendix B and the results are summarized below.
* 5


Propionitrile Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane T etrachloroethene Toluene 1,1 ,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride m&p-Xylenes o-Xylene Water 06/24/2003 06/27/2003 RP Result sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal 41 sal sal saL sal sal PQl 5 5 10 5 50 50 100 10 10 100 5 30 50 5 5 5 150 5 5 5 5 5 5 5 5 5 5 50 2 10 5 IACL I Phone: (770)409-1444 Fax: (770)409-1844 e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com
5.2.1 Lam/fill #2 At Landfill #2, only zinc was detected in the sample from compliance well GWC-ll/MW-l1. The analyses indicate no statistically significant increase in zinc concentrations in the compliance well samples as compared to the concentrations in the background well samples at Landfill #2.
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 EDB I DBep (504.1)GWC-13/MW-13 Sample 10: ACl Sample#: 203344 Analvte 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane BQl=Below Quantitation Limit J=less than Quantitation Limit.Approximate Value POL=Practical Quantitation Limit Units: Result Sal Sal pal 0.20 0.05 Matrix: Date Sampled: Date Extracted:
5.2.1 Lan4,fill #3 Compared to J:>ackground wells GWA-7/!vIW-7 and GWA-15/!vIW-15, the analyses indicate statistically significant higher concentrations of barium in wells GWC-13/MW-13 and GWC-14/MW-14, the organic parameter tricWorofluoromethane in well GWC-13/MW-13, and the organic parameters 1,I-dicWoroethane, cWorobenzene and cis-I, 2-dicWoroethene in well GWC-14/MW-14.
Date Analyzed: Analyst: Water 06/24/2003 06/30/2003 07/01/2003 TM**
The Appendix II parameter, mercury, was also detected in the GWC-13/MW-13 and GWC-14/MW-14 well samples at concentrations of 0.0005 mg/l and 0.0072 mg/~ respectively. The MCL for mercury is 0.002 mg/l. Statistical analyses of mercury concentrations could not be performed as this parameter was analyzed for the first time as part of assessment monitoring for this event.
IACL I Phone: (770)409-1444 Fax: (770)409-1844*e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road'Suite 100*Atlanta, GA 30360 P.O.Sox 88610'Atlanta, GA 30356 www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 ACl Sample#: 203344 Units: 1-'9/L Analvte Result PQl 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m&p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dich lorophenol Sal 10 2,6-Dichlorophenol Sal 10 eDimethY'PhenO' Sal 10-D in itro-2-m ethyl ph en 01 Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-N itrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4 ,6-Trichlorophenol Sal 10 Sample 10:*Acid Extractables (8270C)*Appendix II GWC-13/MW-13 Matrix: Date Sampled: Date Extracted:
6 - Conclusions Since a statistically significant increase over background is indicated for several analyzed parameters in wells GWC-13/MW-13 and GWC-14/MW-14 at Landfill #3, SNC will place a notice in the operating record within 14 days of submittal of this report as required by Chapter 391-3-4. The notice will indicate which constituents have shown statistically significant higher concentrations than in the background wells. The notice will also include detection of the Appendix II parameter, mercury, in well samples GWC-13/MW-13 and GWC-14/MW-14.
Date Analyzed: Analyst: Water 06/2412003 06/30/2003 07101/2003 RB BOl=Below Ouantitation Limit J=less than Ouantitation Limit, Approximate Value POL=Practical Ouantnation Limn I A CL 11.-.A_D_Jt:_'A
SNC will continue assessment monitoring per the requirements of paragraphs (20) through (33) of Chapter 391-3-4--.14. Based on detection of the Appendix II parameter mercury during this sampling event, future semi-annual sampling will include analysis for mercury in all wells. In addition, the December 2003 sampling event will include the complete Appendix II analyses in wells GWA-15/MW-15, GWC-13/MW-13 and GWC-14/MW-14 to satisfy the assessment monitoring program requirement for annual Appendix II analysis in wells showing statistically significant increases of baseline monitoring parameters. After completion of 4 semi-annual sampling events for mercury, this parameter will be added to the routine statistical analysis that is currently performed for the Appendix I parameters.
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* 6
...T.....'R....Y-L-A-B-S,-IN...__C.
Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Base Neutral Extractables (8270C)*Appendix II Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/2412003 Date Extracted:
06/30/2003 Date Analyzed: 07/01/2003 ACl Sample#: 203344 Units: Analyst: RB Analyte Result pal Analvte Result pal Acenaphthene SOL 10 Diethyl phthalate SOL 10 Acenaphthylene SOL 10 Dimethoate SOL 10 Acetophenone SOL 10 Dimethyl phthalate SOL 10 2-Acetylaminofluorene SOL 20 p-(Dimethylamino)azobenzene SOL 10 4-Aminobiphenyl SOL 20 7, 12-Dimethylbenz(a)anthracene SOL 10 Anthracene SOL 10 3,3'-Dimethylbenzidine SOL 10 Senzo(a)anthracene SOL 10 m-Dinitrobenzene SOL 20*Senzo(a)pyrene SOL 10 2,4-Dinitrotoluene SOL 10 Senzo(b)fluoranthene SOL 10 2,6-Dinitrotoluene SOL 10 Senzo(g,h,i)perylene SOL 10 Diphenylam ine SOL 10 Senzo(k)fluoranthene SOL 10 Disulfoton SOL 10 Senzyl alcohol SOL 20 Ethyl methanesulfonate SOL 20 Sis(2-chloroethoxy)methane SOL 10 Famphur*SOL 20 Sis(2-chloroethyl)ether SOL 10 Fluoranthene SOL 10 Sis(2-chloroisopropyl)ether SOL 10 Fluorene SOL 10 Sis(2-ethylhexyl)phthalate SOL 10 Hexach lorobenzene SOL 10 4-Sromophenyl phenyl ether SOL 10 Hexachlorobutadiene SOL 10 Sutyl benzyl phthalate SOL 10 Hexachlorocyclopentadiene SOL 10 p-Chloroan il ine SOL 20 Hexach loroethane SOL 10 Chlorobenzilate SOL 10 Hexachloropropene SOL 10 2-Chloronaphthalene SOL 10 Indeno(1,2,3-cd)pyrene SOL 10 4-Chlorophenyl phenyl ether SOL 10 Isodrin SOL 20 Chrysene SOL 10 Isophorone SOL 10 Di-n-butyl phthalate SOL 10 Isosafrole SOL 10 Di-n-octyl phthalate SOL 10 Kepone SOL 20 Diallate SOL 10 Malathion SOL 50 Dibenz(a,h)anthracene SOL 10 Methapyrilene SOL 100 Dibenzofuran SOL 10 Methyl methanesulfonate SOL 10 1,2-Dichlorobenzene SOL 10 Methyl parathion SOL 10 1,3-Dichlorobenzene SOL 10 3-Methylcholanthrene SOL 10*1,4-Dichlorobenzene SOL 10 2-Methylnaphthalene SOL 10 3,3'-Dichlorobenzidine SOL 20 Naphthalene SOL 10 BOl=Below Ouanlitation Limit J=less than Ouantitation Limit, Approximate Value POL=Practical Ouanlitation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.KurtBatsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant VogUe/Burke County 42522 06/26/2003 07/08/2003 Base Neutral Extractables (8270C)-Appendix II Sample ID: GWC-13/MW-13 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:
06/30/2003 Date Analyzed: 07/01/2003 ACL Sample#: 203344 Units: IJg/L Analyst: RB Analvte 1 A-Naphthoquinone 1-Naphthylamine
_2-Naphthylamine 5-Nitro-o-toluidine 2-Nitroaniline 3-Nitroaniline e itroaniline obenzene N-N itroso-d i-n-butylam ine N-N itrosod iethylam ine N-Nitrosodimethylamine N-Nitrosodiphenylamine N-Nitrosodipropylamine N-N itrosomethylethylam ine N-Nitrosopiperidine


N-Nitrosopyrrolidine
TABLES


Parathion Pentachlorobenzene Pentachloron itrobenzene Phenacetin
    *                                                                                    *Table 1 Southern Nuclear Operating Company Plant Vogtle Landfill #2 Groundwater Elevations and Monitoring Well Construction Details Total Boring  Total Well  Riser                    Groundwater Measuring Point Elevation        Ground Surface Elevation  Depth to Water    Depth        Depth      Height Screened Interval  Elevation WelllD          Date              (feet, mal)                      (feet, mal)        (feet, topvc)  (feet, bla) (feet, topvc) (feet)    (feet, msl)    (feet, msl)
GWA-2/MW-2      9/2612001              249.41                          246.76                40.02        57          47.30      2.70  191.76 to 201.76    209.39 7/29/2002                                                                      41.69                                                          207.72 9/9/2002                                                                      41.64                                                          207.77 10/21/2002                                                                      42.72                                                          206.69 12/3/2002                                                                      40.69                                                          208.72 612412003                                                                      37.58                                                          211.83 GWC-3/MW-3      912612001              250.41                          247.81                50.45        50          52.08      2.66  187.81 to 197.81    199.96 7129/2002                                                                      50.05                                                          200.36 91912002                                                                      50.79                                                          199.62 10121/2002                                                                      49.30                                                          201.11 12/3/2002                                                                      50.26                                                          200.15 6124/2003                                                                      51.58                                                          198.83 GWB-4/MW-4      912612001              242.40                          239.83                39.84        54          48.80      2.60  183.83 to 193.83    202.56 7129/2002                                                                      40.06                                                          202.34 9/9/2002                                                                      41.27                                                          201.13 1012112002                                                                      40.50                                                          201.90 12/4/2002                                                                      39.65                                                          202.75 6124/2003                                                                      38.10                                                          204.30 GWC-111MW-11      7/29/2002                227.53                          225.09                64.80        65          68.95      2.44  158.58 to 168.58    162.73 9/9/2002                                                                      59.99                                                          167.54 1012112002                                                                      65.27                                                          162.26 12/4/2002                                                                      65.49                                                            162.04 6/24/2003                                                                      59.72                                                          167.81 Notes:
Ground surface measured at survey boll set In concrete pad at base of protective casing.
msl = mean sea level.
      =
topvc measured from top of pvc riser.
    =
bls below land surface.
Page 1 of 1


Phenanthrene p-Phenylenediamine Phorate Pronamide Pyrene Safrole 1,2,4,5-Tetrachlorobenzene Thionazin o-Toluidine
*
*-Trichlorobenzene
* Table 2 Southern Nuclear Operating Company Plant Vogtle Landfill #3 Groundwater Elevations and Monitoring Well Construction Details Total Boring Total Well    Riser                    Groundwater Measuring Point ElevatIon    Ground Surface Elevation Depth to Water          Depth        Depth      Height Screened Interval  Elevation Well 10           Data            (feet. msl)                   (feet. msl)             (feet, topvc) (feet. bls) (feet. topvc) (feet)   (fealomsl)     (feelomsl)
-Triethyl phosphorothioate 1,3,5-Trinitrobenzene BOl=Below Ouantitation Limit J=less than Ouantitation Limit.Approximate Value POL=Practical Ouanlitalion Limit Result SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL PQL 10 10 10 10 50 50 20 10 10 20 10 10 10 10 20 40 20 10 20 20 10 10 10 10 10 10 10 20 10 10 50 10 Phone: (770)409-1444 Fax: (770)409-1844 e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road'Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com
GWC*5/MW*5         9/2612001            251.96                      249.11                    48.65          57          57.41      2.89  185.1110195.11      203.31 7/29/2002                                                                    50.21                                                            201.75 9/9/2002                                                                    50.43                                                            201.53 10/21/2002                                                                    49.26                                                            202.70 1213/2002                                                                    49.26                                                            202.70 6/24/2003                                                                     44.60                                                            207.36 GWB*6/MW*6          9/2612001            278.87                      276.45                    47.47          67          64.34      2.43  202.4510212.45      231.40 7/29/2002                                                                    48.52                                                            230.35 9/9/2002                                                                    48.55                                                            230.32 10/21/2002                                                                    49.21                                                            229.66 12/312002                                                                    48.86                                                            230.01 6/24/2003                                                                     46.92                                                            231.95 GWA-7/MW-7          9/2612001            261.33                      259.39                    31.11          50          40.22      1.90  211.1110221.11      230.22 7/29/2002                                                                    33.18                                                            228.17 9/9/2002                                                                    33.25                                                            228.08 10/21/2002                                                                    33.20                                                           228.13 12/3/2002                                                                    32.94                                                            228.39 6/24/2003                                                                     27.51                                                            233.82 GWC*13/MW*13        7/29/2002            273.08                        270.99                    40.92          50         50.14      2.09  222.9410232.94      232.16 919/2002                                                                    41.00                                                            232.08 10/21/2002                                                                    40.94                                                            232.14 12/3/2002                                                                    40.48                                                            232.60 6/24/2003                                                                     36.90                                                            236.18 GWC*14/MW*14       7/29/2002              262.88                      260.66                    40.05          60          53.38      2.22  209.5010229.50      222.83 9/9/2002                                                                    42.31                                                            220.57 10/21/2002                                                                    42.79                                                            220.09 12/3/2002                                                                    42.35                                                            220.53 6/24/2003                                                                     44.29                                                            218.59 GWA*15/MW*15        7/29/2002              268.15                      265.34                    45.94          55          56.86      2.81  211.2910221.29      222.21 9/9/2002                                                                    46.05                                                            222.10 10/21/2002                                                                    46.19                                                            221.96 12/3/2002                                                                    46.23                                                            221.92 6/24/2003                                                                     41.76                                                            226.39 GWB*16/MW-16        7/29/2002              256.95                      254.57                    DRY            65          67.39      2.36  189.5610209.56      DRY 9/9/2002                                                                    DRY                                                              DRY 10121/2002                                                                    DRY                                                              DRY 12/312002                                                                    DRY                                                              DRY 6124/2003                                                                     DRY                                                              DRY Noles:
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 ACL Sample#: 203344 Units: Analvte Result PQL Aldrin SOL 0.05 Arochlor-1016 SOL 0.50 Arochlor-1221 SOL 0.50 Arochlor-1232 SOL 0.50 Arochlor-1242 SOL 0.50 Arochlor-1248 SOL 0.50 Arochlor-1254 SOL 0.50 Arochlor-1260 SOL 0.50 a-SHC SOL 0.05 b-SHC SOL 0.05 d-SHC SOL 0.05 g-SHC SOL 0.05 Chlordane SOL 0.10 4,4'-000 SOL 0.05 4,4'-00E SOL 0.05 4,4'-00T SOL 0.05 Dieldrin SOL 0.05 Endo5ulfan I SOL 0.05 Endosulfan II SOL 0.05 Endosulfan sulfate SOL 0.05 Endrin SOL 0.05 Endrin aldehyde SOL 0.05 Heptachlor SOL 0.05 Heptachlor epoxide SOL 0.05 Methoxychlor Sal 0.05 Toxaphene SOL 2.00 Sample 10: Pesticides/PCBs (8081A18082)*
Ground surface measured al survey boR sel in concrele pad al base of prolective casing.
Appendix II GWC-13/MW-13 Matrix: Water Date Sampled: 06/2412003 Date Extracted:
msl = mean sea level.
06/27/2003 Date Analyzed: 06/28/2003 Analyst: TM**BOl=Below Ouantitation Limit J=less than Ouantitation Limit, Approximate Value POL=Practical Ouantitation Limit I A CL 1 Y-L-A-B-S-, L_N_C_o Phone: (770)409-1444 3039 Amwiler Road&deg;Suite 100&deg;Atlanta, GA 30360 Fax: (770)409-1844 P.O.Sox 88610&deg;Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07108/2003 Chlorinated Herbicides (8151A)*Appendix II Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/2412003 Date Extracted:
        =
07101/2003 Date Analyzed: 07101/2003 ACl Sample#: 203344 Units: IJg1L Analyst: TM Analvte 2,4-D Dinoseb 2,4,5-TP (Silvex)2,4,5-T**BOl=Below Ouantilation Limit J=less than Ouantitation Limit.Approximate Value POL=Practical Quantitation Limit Result Sal Sal Sal Sal PQl 1.0 1.0 1.0 1.0 ADVANCED CHEMISTRY LABS, INC.IACLI Phone: (710)
lopvc measured from top of pvc riser.
Fax: (710)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
Pogo 1 011
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 Appendix II Metals (6010B/7470Al7841)
ACL Sample#: 203344 Units: mg/L Analvte Result PQL Antimony Sal 0.006 Arsenic Sal 0.010 Sarium 0.029 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Mercury 0.0005 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 Sample 10: GWC-13/MW-13 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/2412003 06/27/2003 SW/AD**SOL=Below Ouantilation Limit J=less than Quantitalion Limit.Approximate Value POL=Practical Ouantitalion Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Box 88610'Atlanta.GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj#: Plant Vogtle/Burke County 4665 lower Roswell Road,#154 ACl Project#: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07108/2003 Contact: Mr.Kurt Satsel Date Sample 10 ACl#Analvte Matrix Result PQl Units Analyzed GWC-13/MW-13 203344 Cyanide (9012A)Water Sal 0.020 mg/l 06/30/2003 GWC-13/MW-13 203344 Sulfide (9034)Water Sal 1.0 mg/l 0710312003
**SQl=Selow Quantitalion limit J=less than Quantitation limit, Approximate Value PQl=Practical Quantnalion limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
-.A":"'t":""la-n-ta-,
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 v.c.(50308/82608)
-Appendix II Sample ID: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/24/2003 Date Extracted:
Date Analyzed: 06/27/2003 ACl Sample#: 203345 Units: IJg/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone BOl 100 cis-1,3-Dichloropropene BOl 5 Acetonitrile BOl 100 trans-1,3-Dichloropropene BOl 5 Acrolein BOl 100 Ethyl methacrylate BOl 10 Acrylonitrile BOl 50 Ethylbenzene BOl 5 Allyl chloride BOl 10 2-Hexanone Sal 50 Senzene Sal 5 Isobutyl alcohol Sal 50 Sromochloromethane Sal 5 Methacrylonitrile Sal 100*Sromodichloromethane Sal 5 Methyl bromide Sal 10 Bromoform BOl 5 Methyl chloride Sal 10 Carbon disulfide Sal 5 Methyl ethyl ketone Sal 100 Carbon tetrachloride Sal 5 Methyl iodide Sal 5 Chlorobenzene Sal 5 Methyl methacrylate Sal 30 Chloroethane BOl 10 4-Methyl-2-pentanone Sal 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene Sal 20 Methylene chloride BOl 5 1,2-Dibromq-3-chloropropane Sal 20 Naphthalene Sal 5 Dibromochloromethane BOl 5 Propionitrile Sal 150 1,2-Dibromoethane Sal 5 Styrene Sal 5 trans-1 A-Dichloro-2-butene BOl 10 1,1,1,2-Tetrachloroethane Sal 5 1,2-Dichlorobenzene Sal 5 1,1,2,2-Tetrachloroethane Sal 5 1,3-Dichlorobenzene BOl 5 T etrachloroethene Sal 5 1 A-Dichlorobenzene Sal 5 Toluene Sal 5 Dichlorodifluoromethane Sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane 9 5 1,1,2-Trichloroethane Sal 5 1,2-Dichloroethane Sal 5 Trichloroethene BOl 5 1,1-Dichloroethene Sal 5 Trichlorofluoromethane 47 5 cis-1,2-Dichloroethene 6 5 1,2,3-Trichloropropane Sal 5 trans-1 ,2-D ichloroethene Sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane Sal 5 Vinyl ch loride Sal 2 1,3-Dichloropropane Sal 5 m&p-Xylenes Sal 10*2,2-Dichloropropane Sal 15 o-Xylene Sal 5 1,1-Dichloropropene Sal 5 BQl=Below Quantitation Limit J=less than Quantilation Limit, Approximate Value PQl=Practical Quantitalion Limit I A CL__IN.....C_.Phone: (770)409-1444 3039 Amwiler Road'Suite 100'Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 EDB I DBep (504.1)GWC-13/MW-13-Dup Sample 10: ACl Sample#: 203345 Analvte 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane
**BOl=Below Ouanmation Limit J=less than Ouantitation Limit.Approximate Value POL=Practical Ouantitation Limit Units: Result SOL SOL PQl 0.20 0.05 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/2412003 06/30/2003 07/01/2003 TM IACL I Phone: (770)409-1444 Fax: (770)409-1844 e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road'Suite 100*Atlanta, GA 30360 P.O.Box 88610'Atlanta, GA 30356 www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 ACl Sample#: 203345 Units: Analvte Result PQl 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m&p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dichlorophenol Sal 10 2,6-Dichlorophenol Sal 10 2,4-Dimethylphenol Sal 10 4,6-Dinitro-2-methylphenol Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-Nitrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4,6-Trichlorophenol Sal 10 Sample 10: Acid Extractables (8270C)*Appendix II GWC-13/MW-13-Dup Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/24/2003 06/30/2003 07/01/2003 RB**BOl=Below Ouantnation Limn J=less than Quanlitation Limit, Approximate Value POL=Practical Ouantilation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Base Neutral Extractables (8270C)-Appendix II Sample 10: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/24/2003 Date Extracted:
06/30/2003 Date Analyzed: 07/01/2003 ACl Sample#: 203345 Units: Analyst: RB Analyte Result PQl Analyte Result PQl Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylamino)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7,12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10.zo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20 nzo(a)pyrene Sal 10 2 A-Din itrotoluene Sal 10 Senzo(b)fluoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(g,h,i)perylene Sal 10 Diphenylamine Sal 10 Senzo(k)fluoranthene Sal 10 Disulfoton Sal 10 Senzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Sis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexachlorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexachlorocyclopentadiene Sal 10 p-Chloroaniline Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10.ichlorobenzene Sal 10 3-Methylcholanthrene Sal 10 ichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 BOl=Below Ouantitation Limtt J=less tha n Ouantitation Limtt, Approximate Value POL=Practical Ouantitation Limtt I A CL Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Base Neutral Extractables (8270C)*Appendix II Sample 10: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/2412003 Date Extracted:
06/30/2003 Date Analyzed: 07/01/2003 ACl Sample#: 203345 Units: IJg/l Analyst: RB Analvte 1,4-Naphthoquinone 1-Naphthylamine 2-Naphthylamine 5-Nitro-o-toluidine 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Nitrobenzene N-Nitroso-di-n-butylamine N-Nitrosodiethylamine N-Nitrosodimethylamine N-Nitrosodiphenylamine N-Nitrosodipropylamine N-Nitrosomethylethylam ine N-Nitrosopiperidine N-Nitrosopyrrolidine Parathion Pentachlorobenzene Pentachloron itrobenzene Phenacetin Phenanthrene p-Phenylenediamine Phorate Pronamide Pyrene Safrole 1,2,4,5-Tetrachlorobenzene Thionazin o-Toluidine 1,2,4-Trichlorobenzene 0,0,0-Triethyl phosphorothioate 1,3,5-Trinitrobenzene BQl=Below Quantttation Limit J=less than Quantitation Limit, APIlroximate Value PQl=Practical Quantitation Limit Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal POL 10 10 10 10 50 50 20 10 10 20 10 10 10 10 20 40 20 10 20 20 10 10 10 10 10 10 10 20 10 10 50 10**
I A CL 1'---------A-D-J/:-:4-N
......
__'R-Y...L-A-B...S-, l_N__C_o Phone: (770)409-1444 3039 Amwiler Road&deg;Suite 100&deg;Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610&deg;Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Pesticides/PCBs (8081A18082)*
Appendix II ACl Sample#: 203345 Units: IJg/L Analvte Result PQl Aldrin Sal 0.05 Arochlor-1016 sal 0.50 Aroch lor-1221 Sal 0.50 Arochlor-1232 sal 0.50 Arochlor-1242 sal 0.50 Arochlor-1248 sal 0.50.chIOr-1254 sal 0.50 chlor-1260 sal 0.50 a-SHC sal 0.05 b-SHC sal 0.05 d-SHC sal 0.05 g-SHC sal 0.05 Chlordane Sal 0.10 4,4'-000 sal 0.05 4,4'-00E sal 0.05 4,4'-00T sal 0.05 Dieldrin Sal 0.05 Endosulfan I sal 0.05 Endosulfan II sal 0.05 Endosulfan sulfate Sal 0.05 Endrin sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor Sal 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00 Sample ID:*GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/2412003 Date Extracted:
06/27/2003 Date Analyzed: 06/28/2003 Analyst: TM BOl=Below Ouantitation Limit J=less than Ouantitation Limit.Approximate Value POL=Practical Ouantitation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Chlorinated Herbicides (8151A)-Appendix II ACL Sample#: 203345 Units: IJg/L Analvte Result PQL 2,4-0 Sal 1.0 Oinoseb Sal 1.0 2,4,5-TP (Silvex)Sal 1.0 2,4,5-T Sal 1.0 Sample 10: GWC-13/MW-13-Dup Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/2412003 07/01/2003 07/01/2003 TM**SQl=Below Quantnation Limit J=less.than Ouantitation Limit.Approximate Value POL=Practical Quantitation Limit I A CL I ADVANCED CHEMISTRY LABS, INC.Phone: (770)
A-t-la-nta-,G-A-S-OS-6 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA SOS56*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact:DextraGroup 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Appendix II Metals (6010B/7470A/7841)
ACL Sample#: 203345 Units: mg/L Analvte Result PQL Antimony Sal 0.006 Arsenic Sal 0.010 Sarium 0.030 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020.alt Sal 0.050 per Sal 0.020 lead Sal 0.010 Mercury 0.0005 0.0005.Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 Sample 10:*GWC-13/MW-13-Dup Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/2412003 06/27/2003 SW/AD BaL=Below Quanlitalion Limit J=Less than Quantitation Limit Approximate Value PQI..=Practical Quantitation Limit I A CL Phone: (170)409-1444 3039 Amwiler Road*Suite 100*Atlanta.GA 30360 Fax: (170)409-1844 P.O.Box 88610*Atlanta.GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Dextra Group Client Proj#: Plant Vogtle/Surke County 4665 lower Roswell Road,#154 ACl Project#: 42522 Marietta.GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003 Contact: Mr.Kurt Satsel Date Sample 10 ACl#Analvte Matrix Result PQl Units Analyzed GWC-13/Dup 203345 Cyanide (9012A)Water Sal 0.020 mg/l 06/30/2003 GWC-13/Dup 203345 Sulfide (9034)Water Sal 1.0 mg/l 07/03/2003
**SOL=Selow Ouanlitalion Limit J=less than Ouantitalion Limit.Approximate Value POL=Practical Ouanlitation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Sox 88610*Atlanta.GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 v.o.(50308/82608)
-Appendix II Sample 10: GWC-14/MW-14 Matrix: Water Date Sampled: 06/2412003 Date Extracted:
Date Analyzed: 06/27/2003 ACL Sample#: 203346 Units: IJg/L Analyst: RP Analvte Result PQL Analyte Result PQL Acetone Sal 100 cis-1,3-Dichloropropene sal 5 Acetonitrile Sal 100 trans-1,3-Dichloropropene sal 5 Acrolein Sal 100 Ethyl methacrylate Sal 10 Acrylonitrile Sal 50 Ethylbenzene sal 5 Allyl chloride Sal 10 2-Hexanone sal 50 Benzene Sal 5 Isobutyl alcohol Sal 50.mochloromethane sal 5 Methacrylonitrile sal 100 modichloromethane sal 5 Methyl bromide Sal 10 Bromoform Sal 5 Methyl chloride Bal 10 Carbon disulfide Sal 5 Methyl ethyl ketone Sal 100 Carbon tetrachloride Bal 5 Methyl iodide Sal 5 Chlorobenzene 7 5 Methyl methacrylate Sal 30 Chloroethane sal 10 4-Methyl-2-pentanone sal 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene sal 20 Methylene chloride Sal 5 1,2-Dibromo-3-chloropropane sal 20 Naphthalene Sal 5 Dibromochloromethane sal 5 Propionitrile sal 150 1,2-Dibromoethane sal 5 Styrene Sal 5 trans-1,4-Dichloro-2-butene sal 10 1,1,1,2-Tetrachloroethane sal 5 1,2-Dichlorobenzene sal 5 1,1,2,2-Tetrachloroethane Sal 5 1,3-Dichlorobenzene sal 5 T etrachloroethene sal 5 1,4-Dichlorobenzene 16 5 Toluene Sal 5 Dichlorodifluoromethane sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane 10 5 1,1.2-Trichloroethane Sal 5 1,2-Dichloroethane sal 5 Trichloroethene sal 5 1,1-Dichloroethene Bal 5 Trichlorofluoromethane 5 5 cis-1,2-Dichloroethene 10 5 1,2,3-Trichloropropane sal 5 trans-1 ,2-Dichloroethene sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane sal 5 Vinyl chloride Sal 2.ichloropropane sal 5 m&p-Xylenes sal 10 ich loropropane sal 15 o-Xylene sal 5 1,1-Dichloropropene sal 5 SQl=Selow Quantitation Limit J=less than Quantitation Limit.Approximate Value PQl=Practical Quantitation Limit I A CL
,
Phone: (770)409-1444 3039 Amwiler Road*Suite 100'Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610'Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 EDB I DBep (504.1)GWC-14/MW-14 Sample ID: ACl Sample#: 203346 Analvte 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane BOL=Below Ouantitation Limit J=Less than Ouantitation Limit, Approximate Value POL=Practical Ouantitation Limit Units: Result BOl BOl IJg/L PQl 0.20 0.05 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/2412003 06/30/2003 07/01/2003 TM**
I A CL Y_LA_B_'S._,_IM_C.
Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta.GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Grou p 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Acid Extractables (8270C)*Appendix II ACL Sample#: 203346 Units: IJg/L Analyte Result PQL 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m&p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dichlorophenol Sal 10 2,6-Dichlorophenol Sal 10 eDimethYIPhenOI Sal 10 ,-Dinitro-2-methylphenol Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-Nitrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4,6-Trichlorophenol Sal 10 Sample 10:*GWC-14/MW-14 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/24/2003 06/30/2003 07/02/2003 RB SQl=Below Quantitation Limit J=Less than Quantitation Limit.Approximate Value PQl=Practical Quantitation Limit I A CL I ADVANCED CHEMISTRY LABS, INC.Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Base Neutral Extractables (8270C)*Appendix II Sample 10: GWC-14/MW-14 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:
06/30/2003 Date Analyzed: 07/02/2003 ACL Sample#: 203346 Units: IJg/L Analyst: RB Analvte Result PQL Analvte Result PQL Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylamino)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7, 12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10 Senzo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20*Senzo(a)pyrene Sal 10 2,4-Dinitrotoluene Sal 10 Senzo(b)f1uoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(g,h,i)perylene Sal 10 Diphenylamine Sal 10 Senzo(k)f1uoranthene Sal 10 Disulfoton Sal 10 Benzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Bis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexachlorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexachlorocyclopentadiene Sal 10 p-Chloroaniline Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10 1,3-Dichlorobenzene Sal 10 3-Methylcholanthrene Sal 10*1 A-Dichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 BOL=Below Quanlitation Limit J=Less than Quanlitation Limit.Approximate Value POL=Practical Quantitation Limit IACLI ADVANCED CHEMISTRY LABS, INC.Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 Base Neutral Extractables (8270C)*Appendix II Sample 10: GWC-14/MW-14 Matrix: Water Date Sampled: 06/2412003 Date Extracted:
06/30/2003 Date Analyzed: 07102/2003 ACL Sample#: 203346 Units: IJg/L Analyst: RB Analvte 1 ,4-Naphthoquinone 1-Naphthylamine 2-Naphthylamine 5-Nitro-o-toluidine 2-Nitroaniline 3-Nitroaniline
*itroaniline obenzene N-Nitroso-di-n-butylamine N-Nitrosodiethylamine N-Nitrosodimethylamine N-Nitrosodiphenylamine N-Nitrosodipropylamine N-Nitrosomethylethylamine N-Nitrosopiperidine N-Nitrosopyrrolidine Parathion Pentachlorobenzene Pentachloronitrobenzene Phenacetin Phenanthrene p-Phenylenediamine Phorate Pronamide Pyrene Safrole 1 ,2,4,5-Tetrachlorobenzene Thionazin o-Toluidine
*-Trichlorobenzene
-Triethyl phosphorothioate 1,3,5-Trinitrobenzene SQl=Below Quantitation Limit J=less than Quantilation Limit.Approximate Value PQl=Practical Quantitation Limit Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal PQL 10 10 10 10 50 50 20 10 10 20 10 10 10 10 20 40 20 10 20 20 10 10 10 10 10 10 10 20 10 10 50 10 ADVANCED CHEMISTRY LABS, INC.I ACL I Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Pesticides/PCBs (8081A18082)*
Appendix II ACl Sample#: 203346 Units: 1J9/l Analvte Result PQl Aldrin Sal 0.05 Arochlor-1016 Sal 0.50 Arochlor-1221 Sal 0.50 Arochlor-1232 Sal 0.50 Arochlor-1242 Sal 0.50 Arochlor-1248 Sal 0.50 Arochlor-1254 Sal 0.50 Arochlor-1260 Sal 0.50 a-SHC Sal 0.05 b-SHC Sal 0.05 d-SHC Sal 0.05 g-SHC Sal 0.05 Chlordane Sal 0.10 4,4'-DDD Sal 0.05 4,4'-DDE Sal 0.05 4,4'-DDT Sal 0.05 Dieldrin Sal 0.05 Endosulfan I Sal 0.05 Endosulfan II Sal 0.05 Endosulfan sulfate Sal 0.05 Endrin Sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor SOL 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00 Sample ID: GWC-14/MW-14 Matrix: Water Date Sampled: 06/2412003 Date Extracted:
06/27/2003 Date Analyzed: 06/28/2003 Analyst: TM**BOl=Below Ouantitation Limit J=less than Ouantilation Limit.Approximate Value POL=Practical Ouantilalion Limit I A CL I ADVANCED CHEMISTRY LABS, INC.Phone: (770)
Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Chlorinated Herbicides (8151A)*Appendix II Sample ID: GWC-14/MW-14 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:
07/01/2003 Date Analyzed: 07/01/2003 ACL Sample#: 203346 Units: jJg/L Analyst: TM Analvte 2,4-D Dinoseb 2,4,5-TP (Silvex)2,4,5-T**BOL=Below Ouantitation Limit J=Less than Ouantitation Limit, Approximate Value POL=Practical Ouantitation Limit Result Sal Sal Sal Sal PQL 1.0 1.0 1.0 1.0 I A CL I
__.......IN.......Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtie/Burke County 42522 06/26/2003 07108/2003 Appendix II Metals (6010B/7470A/7841)
ACl Sample#: 203346 Units: mg/L Analvte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium 0.051 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Mercury 0.0072 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 Sample ID: GWC-14/MW-14 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/2412003 06/27/2003 SW/AD/JR**BOl=Below Quantilalion Limit J=less than Quanlitation Limit, Approximate Value pal=Praclical Quanlitation Limit IACL I Phone: (770)409-1444 Fax: (770)409-1844*e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com Client: Dextra Group Client Proj#: Plant Vogtle/Surke County 4665 Lower Roswell Road,#154 ACl Project#: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003 Contact: Mr.Kurt Satsel Date Sample 10 ACl#Analvte Matrix Result PQl Units Analyzed GWC-14/MW-14 203346 Cyanide (9012A)Water SOL 0.020 mg/L 06/30/2003 GWC-14/MW-14 203346 Sulfide (9034)Water SOL 1.0 mg/L 07/03/2003
**BQl=Below Quantitation Limit J=less than Quantilation Limit.Approximate Value PQl=Practical Quanlitation Limit I A CL
__'E_'D_C_'H
.......__I N_C_" Phone: (770)409-1444 3039 Amwiler Road" Suite 100" Atlanta, GA 30360 Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 V.C.(5030B/8260B)
.Appendix II Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:
Date Analyzed: 06/27/2003 ACL Sample#: 203347 Units: IJg/L Analyst: RP Analvte Result PQL Analyte Result PQL Acetone Sal 100 cis-1,3-Dichloropropene Sal 5 Acetonitrile Sal 100 trans-1,3-Dichloropropene Sal 5 Acrolein Sal 100 Ethyl methacrylate Sal 10 Acrylonitrile Sal 50 Ethylbenzene Sal 5 Allyl chloride Sal 10 2-Hexanone SOL 50 Senzene Sal 5 Isobutyl alcohol SOL 50 Sromochloromethane Sal 5 Methacrylonitrile SOL 100*Sromodichloromethane Sal 5 Methyl bromide SOL 10 Sromoform Sal 5 Methyl chloride SOL 10 Carbon disulfide Sal 5 Methyl ethyl ketone SOL 100 Carbon tetrachloride Sal 5 Methyl iodide Sal 5 Chlorobenzene Sal 5 Methyl methacrylate SOL 30 Chloroethane Sal 10 4-Methyl-2-pentanone SOL 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene Sal 20 Methylene chloride SOL 5 1,2-Dibromo-3-chloropropane Sal 20 Naphthalene Sal 5 Dibromochloromethane Sal 5 Propionitrile SOL 150 1,2-Dibromoethane Sal 5 Styrene Sal 5 trans-1 A-Dichloro-2-butene Sal 10 1,1,1,2-Tetrachloroethane Sal 5 1,2-Dichlorobenzene Sal 5 1,1,2,2-Tetrachloroethane SOL 5 1,3-Dichlorobenzene Sal 5 T etrachloroethene SOL 5 1 A-Dichlorobenzene Sal 5 Toluene Sal 5 Dichlorodifluoromethane Sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane Sal 5 1,1,2-Trichloroethane Sal 5 1,2-Dichloroethane SOL 5 Trichloroethene Sal 5 1,1-Dichloroethene Sal 5 Trichlorofluoromethane Sal 5 cis-1,2-Dichloroethene Sal 5 1,2,3-Trichloropropane Sal 5 trans-1,2-Dichloroethene Sal 5 Vinyl acetate Sal 50 1 ,2-Dichloropropane Sal 5 Vinyl chloride Sal 2 1,3-Dichloropropane Sal 5 m&p-Xylenes Sal 10*2,2-Dichloropropane Sal 15 o-Xylene SOL 5 1,1-Dichloropropene Sal 5 BOl=Below Ouantitation Limit J=less than Ouantilation Limit.Approximate Value POL=Practical Ouantilation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 EDB I DBep (504.1)GWC-15/MW-15 Sample ID: ACl Sample#: 203347 Analyte 1,2-Dibromo-3-chlbropropane 1,2-Dibromoethane
**BQl=Below Quantitation Limit J=less than Quantitation Limit.Approximate Value PQl=Practical Quantitation Limit Units: Result SOL SOL IJg/L PQl 0.20 0.05 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/2412003 06/30/2003 07101/2003 TM I A CL V_C_ll_E.....'M_I,.....S__TR_Y_LA_B_'S_,_IN_C._.
Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 Acid Extractables (8270C)*Appendix II ACL Sample#: 203347 Units: Analvte Result PQL 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m&p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dichlorophenol Sal 10 2,6-Dichlorophenol Sal 10 2,4-Dimethylphenol Sal 10 4,6-Dinitro-2-methylphenol Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-N itrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4,6-Trichlorophenol Sal 10 Sample ID: GWC-15/MW-15 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/2412003 06/30/2003 07102/2003 RB**BOL=Below Quanlitalion Limit J=less than Quanlitalion Limit AoProximate Value PQl=Practical Quanlitalion Limit I A CL I ADVANCED CHEMISTRY LABS, INC.Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Base Neutral Extractables (8270C)*Appendix II Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:
06/30/2003 Date Analyzed: 07/02/2003 ACl Sample#: 203347 Units: Analyst: RB Analvte Result PQl Analvte Result PQl Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylamino)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7 ,12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10.zo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20 nzo(a)pyrene Sal 10 2,4-Dinitrotoluene Sal 10 Senzo(b)f1uoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(g,h,i)perylene Sal 10 Diphenylamine Sal 10 Senzo(k)f1uoranthene Sal 10 Disulfoton Sal 10 Senzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Sis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexachlorobutadiene Sal 10Sutylbenzyl phthalate Sal 10 Hexachlorocyclopentadiene Sal 10 p-Chloroaniline Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10.ichlorobenzene Sal 10 3-Methylcholanthrene Sal 10 ichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 SQl=Below Quantitation Limit J=less than Quanlitation Limit.ApProximate Value PQl=Practical Quantilation Limit Phone: (770)409-1444 Fax: (770)409-1844 e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta.GA 30360 P.O.Box 88610*Atlanta.GA 30356 www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtie/Burke County 42522 06/26/2003 07/08/2003 Base Neutral Extractables (8270C)-Appendix II Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/2412003 Date Extracted:
06/30/2003 Date Analyzed: 07/02/2003 ACL Sample#: 203347 Units: IJg1L Analyst: RB Analvte 1,4-Naphthoquinone 1-Naphthylamine 2-Naphthylamine 5-Nitro-o-toluidine 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Nitrobenzene N-Nitroso-di-n-butylamine N-Nitrosodiethylamine


N-Nitrosodimethylamine N-Nitrosodiphenylatnine N-Nitrosodipropylamine N-Nitrosomethylethylamine N-Nitrosopiperidine
*
* Table 3 Southern Nuclear Operating Company Plant Vogtle Landfill #2 Groundwater Sampling Field Measurements Gallons WelllD                Date    pH        Conductlv1ty 1 Turbldlti      Purged  Odor      Color                      Notes GWA-2IMW-2            912612001    --            --            --          --      --        --    Well Development Only 712912002  4.69            19          13.8          2.5    none      none 91912002  4.51            24.9        7.53          --    none      none 1012112002  5.17            18          1.31          3.1    none      none 121312002  5.30            13          9.1          3.5    none      none 612412003  6.28            26.9        5.76          1.0    none      none GWC-3/MW-3            9126/2001    --            --          --            --      --        --    Well Development Only 712912002  4.08            27.9        22.2          1.3    none      none 91912002  6.03            36.5        4.08          0.5    none      none 10/2112002    --            176        35.6        <0.5 gal  --        --    Too little water to purge and sample 121312002  5.51            488          14.0        <0.5 gal  --        --    Too little water to purge and sample 612412003    --            --          --        <0.5gal  none      none    Too little water to purge and sample GWB-4/MW-4            912612001  4.73          36.0          15.5        35.0      --        --   Well Development Only 7129/2002  4.21            269        3.63          2.0    none      none 91912002  4.35          '34.8        0.55          2.0    none      none 1012112002  5.01            25        6.44          3.0    none      none 12/412002  5.51          9B.7        2.60          4.0    none      none 612412003  5.33            36.0        5.27          2.0    none      none GWC-11/MW-11            7129/2002  5.30            67.5        36.6          4.0    none    pale white 91912002  6.24            97.0        6.51          2.0    none      none 1012112002  5.05            75.0        B.05          1.B    none      none 121412002  5.72          57.1        B.10          2.0    none      none 612412003  6.93          70.0        2.70          2.5    none      none Notes:
N/A=not applicable
    '-- = no data recorded f1 Conductivity in units of umhos/sec 12 Turbidity in units of NTU 1 of 2


N-Nitrosopyrrolidine Parathion Pentachlorobenzene Pentachloronitrobenzene
*
* Table 4 Southern Nuclear Operating Company Plant Vogtle Landfill #3 Groundwater Sampling Field Measurements Gilions Well 10              Olte      pH        Conductivity1  Turbidity'    Purged    Odor      Color                  Notes GWC-5IMW-5          912612001  5.11          47.5          28.6        6.0      none      cloudy  Well Development Only.
712912002  5.41          24.4          2.83        1.75      none      none 91912002  8.13            365          4.11        2.0      none      none 1012112002    -              -            --          --        --        -
121312002  5.94            117          7.8        2.0      none      none 612412003  5.18            29          3.5        6.0      none      none GWB-6IMW-6          912612001  7.13            242          25.6        2.0      none        -    Well Development Only 712912002  6.75          1,338        0.35        1.5      none      none 91912002  4.13            198          6.43        1.5      none      none 1012112002  6.72            573          0.44        2.5      none      none 121312002  6.14            116          0.45        1.5      none      none 612412003  7.09            155          9.1        1.5      none      none GWA-7IMW-7          912612001    .-            ..        cloudy      30.0        .-        -    Well Development Only 712912002  6.97            251          8.33        2.5      none      none 91912002  7.52            327          9.97        5.0      none      none 10121/2002  4.39            92          3.14        2.0      none      none 12/312002  6.51            188          7.3        2.5      none      none 612412003    7.02            163          101.3        4.0      none  dark brown turbidity >100 ntu lor 2 hours.
GWC-13IMW-13          7/29/2002    6.52            421          0.66          --
9/912002  5.96          77.5          6.40        1.0      none      none 10/21/2002  6.19          73.4          3.09        2.5      none      none 12/312002  6.54            481          1.00        2.5      none      none 6/2412003    5.95            271          2.02        2.5      none      none GWC*14IMW*14          712912002  8.49            448          1.15        --      none      none 9/912002  5.57            717          5.19          --      none      none 10/21/2002  8.00            674          4.65        3.2      none      none 121312002  5.54            547          2.7        4.5      none      none 6124/2003    5.97            197          3.61        2.5      none      none GWA-15IMW-15        7/29/2002    5.70          95.8          1.12        4.0      none      none 91912002  5.92            118          8.53        2.5      none      none 10/21/2002  5.19            81          1.88        4.5      none      none 1213/2002  7.58          78.2          3.8        2.5      none      none 6/2412003    7.44          48.0          5.38        2.5      none      none GWB-16/MW-16          7/29/2002    N/A            N/A          N/A        N/A        N/A        N/A  Well Dry 91912002    NIA            NlA          NIA        N/A        NIA        N/A  Wen Dry 10/21/2002  N/A            NIA          N/A        N/A        NIA        NIA  Well Dry 12/312002  N/A            NIA          N/A        N/A        NIA        N/A  Well Dry 8/2412003    NIA            N/A          NIA        N/A        N/A        N/A  Well Dry Notes:
NIA=not appllceble
    '--
* no data recorded 11 Conductivity In units of umhoslsec 12 Turbidity In units 01 NTU 2012


Phenacetin Phenanthrene p-Phenylenediamine Phorate Pronamide Pyrene Safrole 1,2,4,5-Tetrachlorobenzene Thionazin o-Toluidine 1,2,4-Trichlorobenzene 0,0,0-Triethyl phosphorothioate 1,3,5-Trinitrobenzene SOL=Below Ouantitation limit J=Less than Quantitation limit.Approximate Value POL=Praclical Ouantitation limit Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal PQL 10 10 10 10 50 50 20 10 10 20 10 10 10 10 20 40 20 10 20 20 10 10 10 10 10 10 10 20 10 10 50 10**
Table 5 Southern Nuclear Operating Company Plant Vogtle Landfills #2 and #3 Appendix I to Part 40 CFR Part 258: Constituents for Detection Monitoring (1)
I A CL Phone:(770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 Pesticides/PCBs (8081A18082).
Common Name (2)                                                       EPA Method Inorganic Constituents:
Appendix II ACL Sample#: 203347 Units: IJg/L Analvte Result PQL Aldrin Sal 0.05 Arochlor-1016 sal 0.50 Arochlor-1221 sal 0.50 Arochlor-1232 sal 0.50 Arochlor-1242 sal 0.50 Arochlor-1248 sal 0.50.chlor-1254 sal 0.50 chlor-1260 sal 0.50 a-SHC sal 0.05 b-SHC sal 0.05 d-SHC sal 0.05 g-SHC sal 0.05 Chlordane Sal 0.10 4,4'-000 sal 0.05 4,4'-00E sal 0.05 4,4'-00T sal 0.05 Dieldrin Sal 0.05 Endosulfan I sal 0.05 Endosulfan II sal 0.05 Endosulfan sulfate Sal 0.05 Endrin sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor Sal 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00 Sample 10:*GWC-15/MW-15 Matrix: Water Date Sampled: 06/2412003 Date Extracted:
(1) Antimony                                                    . 6010B/7041 (2) Arsenic                                                      . 6010B/7061 (3) Barium                                                      . 6010B/7091 (4) Beryllium                                                    . 6010B/7091 (5) Cadmium                                                      . 6010B/7131 (6) Chromium                                                    . 6010B/7191 (7) Cobalt                                                      . 6010B/7201 (8) Copper                                                      . 6010B/7211 (9) Lead                                                        . 6010B/7421 (10) Nickel                                                     . 6010B/7520 (11) Selenium                                                   . 6010B/7741 (12) Silver                                                     . 6010B/7761 (13) Thallium                                                   . 6010B/7841 (14) Vanadium                                                   . 6010B/7911 (15) Zinc                                                       . 6010B/7951 Organic Constituents:                                                         8260 (16) Acetone                                                    .
06/27/2003 Date Analyzed: 06/28/2003 Analyst: TM BOl=Below Ouantitation Limit J=less than Quantitation Limit, Approximate Value POL=Practical Ouantitation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
(17) Acrylonitrile                                              .
":"'A-m-w'::"'ile-r Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
(18) Benzene                                                    .
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant VogUe/Burke County 42522 06/26/2003 07/08/2003 Chlorinated Herbicides (8151A)*Appendix II ACl Sample#: 203347 Units: IJg/L Analvte Result PQl 2,4-0 Sal 1.0 Oinoseb Sal 1.0 2,4,5-TP (Silvex)Sal 1.0 2,4,5-T Sal 1.0 Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:
(19) Bromochl oromethane                                        .
07/01/2003 Date Analyzed: 07/01/2003 Analyst: TM**BOl=Below Ouantitation Limit J=less than Ouantitation Limit.Approximate Value POL=Practical Quantilation limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
(20) Bromodichloromethane                                        .
Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Appendix II Metals (6010B/7470A/7841)
(21) Bromoform; Tribromomethane                                  .
ACl Sample#: 203347 Units: mg/L Analvte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium Sal 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020_alt Sal 0.050.pper Sal 0.020 lead Sal 0.010 Mercury Sal 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 Sample 10:*GWC-15/MW-15 Matrix: Date Sampled: Date Extracted:
(22) Carbon disulfide                                            .
Date Analyzed: Analyst: Water 06/24/2003 06/27/2003 SW/AD SOL=Selow Ouantitation Limit J=less than Ouantitation Limit, Approximate Value POL=Practical Ouanlitation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
(23) Carbon tetrachloride                                        .
Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
(24) Chi orobenzene                                              .
*Client: Dextra Group Client Proj#: Plant Vogtie/Burke County 4665 lower Roswell Road,#154 ACl Project#: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003 Contact: Mr.Kurt Batsel Date Sample ID ACl#Analvte Matrix Result PQl Units Analyzed GWC-15/MW-15 203347 Cyanide (9012A)Water BOl 0.020 mg/l 06/30/2003 GWC-15/MW-15 203347 Sulfide (9034)Water BOl 1.0 mg/l 07/0312003
(25) Chloroethane; Ethyl chloride                                .
**Bal=Below auantitation limit J=less than Quantitation Limit, Approximate Value pal=Practical Quantitation Limit IACL I Phone: (770)409-1444 Fax: (770)409-1844*e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 V.O.(50308/82608)
(26) Chloroform; Trichloromethane                                .
*Appendix II Sample ID: Eq.Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted:
(27) Dibromochloromethane; Chlorodibromomethane                  .
Date Analyzed: 06/27/2003 ACl Sample#: 203348 Units: jJg/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone Sal 100 cis-1,3-Dichloropropene Sal 5 Acetonitrile Sal 100 trans-1,3-Dichloropropene Sal 5 Acrolein Sal 100 Ethyl methacrylate Sal 10 Acrylonitrile Sal 50 Ethylbenzene Sal 5 Allyl chloride Sal 10 2-Hexanone Sal 50 Senzene Sal 5 Isobutyl alcohol Sal 50.mochloromethane Sal 5 Methacrylonitrile Sal 100 mod ichloromethane Sal 5 Methyl bromide Sal 10 Sromoform Sal 5 Methyl chloride Sal 10 Carbon disulfide Sal 5 Methyl ethyl ketone Sal 100 Carbon tetrachloride Sal 5 Methyl iodide Sal 5 Chlorobenzene Sal 5 Methyl methacrylate Sal 30 Chloroethane Sal 10 4-Methyl-2-pentanone Sal 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene Sal 20 Methylene chloride Sal 5 1,2-Dibromo-3-chloropropane Sal 20 Naphthalene Sal 5 Dibromochloromethane Sal 5 Propionitrile Sal 150 1,2-Dibromoethane Sal 5 Styrene Sal 5 trans-1,4-Dichloro-2-butene Sal 10 1,1,1,2-Tetrachloroethane Sal 5 1,2-Dichlorobenzene Sal 5 1,1,2,2-Tetrachloroethane Sal 5 1,3-Dichlorobenzene Sal 5 Tetrachloroethene Sal 5 1,4-Dichlorobenzene Sal 5 Toluene Sal 5 Dichlorodifluoromethane Sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane Sal 5 1,1,2-Trichloroethane Sal 5 1,2-Dichloroethane Sal 5 Trichloroethene Sal 5 1,1-Dichloroethene Sal 5 Trichlorofluoromethane Sal 5 cis-1,2-Dichloroethene Sal 5 1,2,3-Trichloropropane Sal 5 trans-1,2-Dichloroethene Sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane Sal 5 Vinyl chloride Sal 2 Sal 5 m&p-Xylenes Sal 10 ichloropropane Sal 15 o-Xylene Sal 5 ,-Dichloropropene Sal 5 BOl=Below Ouantilation Limn J=less than Ouantilation Limit.Approximate Value POL=Practical Ouantitation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
(28) l,2-Dibromo-3-chloropropane; DBCP                          .
-.
(29) l,2-Dibromoethane; Ethylene dibromide; EOB                  .
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
(30) o-Oichlorobenzene; l,2-0ichlorobenzene                      .
*Client: Contact: Dextra Group 4665 lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 EDB I DBep (504.1)ACL Sample#: 203348 Sample 10: Eq.Blank Units: IJg/l Matrix: Date Sampled: Date Extracted:
(31) p-Oichlorobenzene; l,4-0ichlorobenzene                      .
Date Analyzed: Analyst: Water 06/25/2003 06/30/2003 07/01/2003 TM Analyte 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane SOL=Selow Ouantitation Limit J=less than Ouantitation Limit, Approximate Value pal=Practical Ouantilalion Limit Result Sal Sal PQl 0.20 0.05**
(32) trans-1,4-0ichloro-2-butene                                 .
I ACL I Phone: (770)409-1444 Fax: (770)409-1844*e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.KurtBatsel Client Proj#: ACl Project#: Date Received: Date Reported: PlantVogtle/BurkeCounty 42522 06/26/2003 07/08/2003 Acid Extractables (8270C)*Appendix II ACl Sample#: 203348 Sample 10: Eq.Blank Units: Matrix: Date Sampled: Date Extracted:
(33) l,l-0ichloroethane; Ethylidene chloride                    .
Date Analyzed: Analyst: Water 06/25/2003 06/30/2003 07/02/2003 RB Analvte 4-Chloro-3-methylphenol 2-Chlorophenolm&p-Cresol o-Cresol 2,4-Dichlorophenol 2,6-Dichlorophenol e DimethYIPhenOI-Dinitro-2-methylphenol 2,4-Dinitrophenol
(34) l,2-0ichloroethane; Ethylene dichloride                    .
(35) l,l-Oichloroethylene; l,l-0ichloroethene; Vinylidene chloride                                                        .
(36) cis-1,2-0ichloroethylene; cis-1,2-0ichloroethene            .
(37) trans-1,2-0ichloroethylene; trans-1,2-0ichloroethene (38) l,2-0ichloropropane; Propylene dichloride                  .
(39) cis-1,3-0ichloropropene                                    .
(40) trans-1,3-0ichloropropene                                  .
(41) Ethylbenzene                                                .
(42) 2-Hexanone; Methyl butyl ketone                            .
(43) Methyl bromide; Bromomethane                      "        .
(44) Methyl chloride; Chloromethane                              .
Page 1 of 2


2-Nitrophenol 4-Nitrophenol Pentachlorophenol Phenol 2,3,4,6-Tetrachlorophenol 2,4,5-Trichlorophenol 2,4,6-Trichlorophenol
Table 5 (continued)
*BQl=Below Quantitation Limit J=less than Quantitation limit, Approximate Value PQl=Practical Quantitation limit Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal PQl 20 10 10 10 10 10 10 50 50 10 50 50 10 10 10 10 ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)-At-Ia-n-ta-, Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
Southern Nuclear Operating Company, Inc.
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Base Neutral Extractables (8270C).Appendix II Sample 10: Eq.Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted:
Plant Vogtle Landfills #2 and #3 Appendix I to Part 40 CFR Part 258: Constituents for Detection Monitoring (1)
06/30/2003 Date Analyzed: 07/02/2003 ACl Sample#: 203348 Units: IJg/L Analyst: RB Analyte Result PQl Analyte Result PQl Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylamino)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7,12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10 Senzo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20*Senzo(a)pyrene Sal 10 2,4-Dinitrotoluene Sal 10 Senzo(b)fluoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(g,h,i)perylene Sal 10 Diphenylam ine Sal 10 Senzo(k)fluoranthene Sal 10 Disulfoton Sal 10 Senzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Sis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexachlorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexach lorocyclopentadiene Sal 10 p-Chloroan il ine Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10 1,3-Dichlorobenzene Sal 10 3-Methylcholanthrene Sal 10*1,4-Dichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 SOL=Selow Ouantitation Limit J=less than Ouantitation Limit.Approximate Value POL=Practical Ouantitation Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Common Name (2)                                                      EPA Method (45) Methylene bromide; Dibromomethane                          .         8260 (46) Methylene chloride; Dichloromethane                        .
Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported:PlantVogtle/Burke County 42522 06/2612003 07/08/2003 Base Neutral Extractables(8270C)-Appendix II ACl Sample#: 203348 Sample 10: Eq.Blank Units: 1J9/L Matrix: Date Sampled: Date Extracted:
(47) Methyl ethyl ketone; MEK; 2-Butanone                        .
Date Analyzed: Analyst: Water 06/25/2003 06/30/2003 07/02/2003 RB Analvte 1,4-Naphthoquinone 1-Naphthylamine 2-Naphthylamine 5-Nitro-o-toluidine 2-Nitroaniline 3-Nitroaniline
(48) Methyl iodide; Iodomethane                                  .
*itroaniline obenzene N-Nitroso-di-n-butylamine N-N itrosodiethylam ine N-Nitrosodimethylamine
(49) 4-Methyl-2-pentanone; Methyl isobutyl ketone                .
(50) Styrene                                                    .
(51) 1,1,1,2-Tetrachloroethane                                  .
(52) 1,1,2,2-Tetrachloroethane                                  .
(53) Tetrachloroethylene; Tetrachloroethene; Perchloroethylene                                              .
(54) Toluene                                                    .
(55) 1,1,1-Trichloroethane; Methylchloroform                    .
(56) 1,1, 2-Trichloroethane                                      .
(57) Trichloroethylene; Trichloroethene                          .
(58) Trichlorofluoromethane; CFC-ll                              .
(59) 1,2, 3-Trichloropropane                                    .
(60) Vinyl acetate                                              .
(61) Vinyl chloride                                              .
(62) Xylenes                                                    .
(1) This list contains 47 volatile organics for which possible analytical procedures provided in EPA Report SW-846 "Test Methods for Evaluating Solid Waste,"      third edition, November 1986, as revised December 1987,includes Method 8260; and 15 metals for which SW-846 provides either Method 6010 or a method from the 7000 series of methods.
(2) Common names are those widely used in government regulations, scientific publications, and commerce; synonyms exist for many chemicals .
* Page 2 of 2


N-Nitrosodiphenylamine
Table 6 Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters July 2002 WEll SAMPLES CONSTITUENT MCl    GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 Metals1 Sarium                        2        0.027            Sal      0.021      0.085 Zinc                        NA          Sal            Sal        Sal        0.034 Organics2 1,1-Dichloroethane          NA          Sal            Sal        Sal        Sal Chlorobenzene                100        Sal              Sal        Sal        Sal 1,4-Dichlorobenzene          75        Sal            Sal        Sal        Sal Methylene chloride            5        Sal                                    Sal cis-1,2-Dichloroethene      70          Sal                                    Sal Trichlorofluoromethane      NA          Sal            Sal                    Sal 1,1-Dichloroethene            7          Sal            Sal                    Sal Xylenes (Total)            10000      Sal              Sal                    Sal Vinyl chloride                2          Sal            Sal                    Sal Sal - Selow quantification level MCl - Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5; NA - None available 1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb Indicates exceedance of MCl
* Page 1 of 5


N-N itrosod ipropylam ine N-Nitrosomethylethylamine N-Nitrosopiperidine N-Nitrosopyrrolidine Parathion Pentachlorobenzene Pentachloronitrobenzene
Table 6 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters September 2002 WELL SAMPLES CONSTITUENT            MCl GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 Metals 1 Sarium                        2          Sal            Sal      0.021        0.020 Zinc                        NA          Sal            Sal        sal        Sal 2
Organics 1,1-Dichloroethane          NA          Sal            Sal        sal        sal Chlorobenzene                100        Sal            Sal        sal          sal 1,4-Dichlorobenzene          75        Sal            Sal        Sal          Sal Methylene chloride            5        Sal            Sal        sal          Sal cis-1,2-Dichloroethene      70          Sal            Sal        sal          Sal Trichlorofluoromethane      NA          Sal            Sal        sal          Sal 1,1-Dichloroethene            7          Sal            Sal        sal          Sal Xylenes (Total)            10000        Sal            sal        sal          sal Vinyl chloride                2          Sal            sal        sal          Sal Sal - Selow quantification level MCl - Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5; NA - None available 1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb Indicates exceedance of MCl
* Page 2 of 5


Phenacetin Phenanthrene p-Phenylenediamine Phorate Pronamide Pyrene Satrole 1,2,4,5-Tetrachlorobenzene Thionazin o-Toluidine
Table 6 (continued)
*-Trichlorobenzene
Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters October 2002 WEll SAMPLES CONSTITUENT              MCl GWA-2/MW-2    GWC-3/MW-3 3 GWB-4/MW-4 GWC-11/MW-11 Metals 1 Sarium                          2        Sal             NS          0.021      0.025 Zinc                          NA        Sal             NS          Sal         Sal Organics2 1,1-Dichloroethane            NA        Sal             NS          Sal       Sal Chlorobenzene                100        Sal             NS          Sal       Sal 1,4-Dichlorobenzene            75        Sal             NS          Sal         Sal Methylene chloride              5        Sal             NS          Sal         Sal cis-1,2-Dichloroethene        70        Sal            NS          Sal        Sal Trichlorofluoromethane        NA        Sal             NS          Sal         Sal 1,1-Dichloroethene              7        Sal             NS          Sal       Sal Xylenes (Total)              10000        Sal             NS          Sal       Sal Vinyl chloride                  2        Sal             NS          Sal         Sal Sal - Selow quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None available 1 Metals concentrations in mg/l 20rganics concentrations in ug/l or ppb 3Dry well, not sampled (NS)
-Triethyl phosphorothioate 1,3,5-Trinitrobenzene BOl=Below Ouantilation Limit J=less than Ouantitalion limit, Approximate Value POL=Practical Ouantilalion Limit Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal sal sal sal sal sal Sal PQl 10 10 10 10 50 50 20 10 10 20 10 10 10 10 20 40 20 10 20 20 10 10 10 10 10 10 10 20 10 10 50 10 I A CL.....C_.Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
Indicates exceedance of MCl
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Pesticides/PCBs (8081A18082).
* Page 3 of5
Appendix II ACl Sample#: 203348 Units: IJg/L Analvte Result PQl Aldrin Sal 0.05 Arochlor-1016 Sal 0.50 Arochlor-1221 Sal 0.50 Arochlor-1232 Sal 0.50 Arochlor-1242 Sal 0.50 Arochlor-1248 Sal 0.50 Arochlor-1254 Sal 0.50 Arochlor-1260 Sal 0.50 a-SHC Sal 0.05 b-SHC Sal 0.05 d-SHC Sal 0.05 g-SHC Sal 0.05 Chlordane Sal 0.10 4,4'-DDD Sal 0.05 4,4'-DDE Sal 0.05 4,4'-DDT Sal 0.05 Dieldrin Sal 0.05 Endosulfan I Sal 0.05 Endosulfan II Sal 0.05 Endosulfan sulfate Sal 0.05 Endrin Sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor Sal 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00 Sample 10: Eq.Blank Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/25/2003 06/27/2003 06/28/2003 TM**SOL=Selow Ouantitation Limit J=less than Ouantitation Limit.Approximate Value POL=Practical Ouantilation Limit I A CL I ADVANCED CHEMISTRY LABS, INC.Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Chlorinated Herbicides (8151A)*Appendix II ACl Sample#: 203348 Sample ID: Eq.Blank Units: IJg/L Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/25/2003 07/01/2003 07/01/2003 TM Analyte 2,4-D Dinoseb 2,4,5-TP (Silvex)2,4,5-T**BOl=Below Ouantitation Limn J=less than Ouantitation Limit, Approximate Value POL=Practical Ouantitation Limit Result Sal Sal Sal Sal PQl 1.0 1.0 1.0 1.0 IACL I Phone: (770)409-1444 Fax: (770)409-1844 e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Appendix II Metals (6010B/7470A/7841)
ACl Sample#: 203348 Units: mg/L Analvte Result PQl Antimony BOl 0.006 Arsenic Sal 0.010 Sarium BOl 0.020 Beryllium Sal 0.004 Cadmium Sal 0.005 Chromium BOl 0.020 Cobalt BOl 0.050 Copper Sal 0.020 lead Sal 0.010 Mercury Sal 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin BOl 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 Sample 10: Eq.Blank Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/25/2003 06/27/2003 SW/AD**SOL=Selow Ouantitation Limit J=less than Ouanlitation Limit.Approximate Value POL=Practical Ouantitation Limit I A CL 1-------A-D-VA-N-c
__
.....Y-L-A-B-S-, l_N_C_o Phone:(770)409-1444 3039 Amwiler Road&deg;Suite 100&deg;Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610&deg;Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj#: Plant Vogtle/Burke County 4665 lower Roswell Road,#154 ACL Project#: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003 Contact: Mr.Kurt Batsel Date Sample 10 ACL#Analvte Matrix Result PQL Units Analyzed Eq.Blank 203348 Cyanide (9012A)Water BOl 0.020 mg/l 06/30/2003 Eq.Blank 203348 Sulfide (9034)Water BOl 1.0 mg/l 07/03/2003
**BQl=Below Quantitation Limit J=less than Quanlitation Limit.Approximate Value PQl=Practical Quantitalion Limit IACL I Phone: (770)409-1444 Fax: (770)409-1844 e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta.GA 30360 P.O.Box 88610*Atlanta.GA 30356 www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 v.o.(50308/82608)
*Appendix I GWA-2/MW-2 Sample 10: ACl Sample#: 203349 Analvte Acetone Acrylonitrile Senzene Sromochloromethane Sromod ichloromethane Sromoform Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane Chloroform 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane trans-1,4-Dichloro-2-butene 1,2-Dichlorobenzene 1 A-Dichlorobenzene 1,1-Dichloroethane 1,2-Dichloroethane


1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane cis-1,3-Dichloropropene trans-1 ,3-Dichloropropene Ethylbenzene 2-Hexanone Methyl bromide Methyl chloride Methyl ethyl ketone Methyl iodide 4-Methyl-2-pentanone BOl=Below Ouantitation Limit J=less than Quantitation Limit, Approximate Value POL=Practical Ouantitation Limit Units: Result sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal sal IJg/L PQl 100 50 5 5 5 5 5 5 5 10 5 20 5 5 10 5 5 5 5 5 5 5 5 5 5 5 50 10 10 100 5 50 Matrix: Water Date Sampled: 06/25/2003 Date Extracted:
Table 6 (continued)
Date Analyzed: 06/27/2003 Analyst: RP Analvte Result PQl Methylene bromide Sal 5 Methylene chloride Sal 5 Styrene Sal 5 1,1,1,2-Tetrachloroethane Sal 5 1,1,2,2-Tetrachloroethane sal 5 T etrachloroethene sal 5 Toluene Sal 5*1,1,1-Trichloroethane Sal 5 1,1,2-Trichloroethane Sal 5 T richloroethene sal 5 T richlorofluoromethane sal 5 1,2,3-Trichloropropane sal 5 Vinyl acetate Sal 50 Vinyl chloride Sal 2 m&p-Xylenes sal 10 o-Xylene sal 5*
Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters December 2002 WEll SAMPLES CONSTITUENT MCl    GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWS-4/MW-4 3 GWC-11/MW-11 1
AD.VANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Metals Sarium                     2.00        0.015        0.020       0.021        0.020 0.018 Zinc                        NA          Sal         0.047        Sal         Sal Sal Organics2 1,1-Dichloroethane          NA          Sal         Sal         Sal         Sal   Sal Chlorobenzene              100        Sal         Sal         Sal         Sal Sal 1,4-Dicholorbenzene        75          Sal         Sal         Sal         Sal   Sal Methylene chloride          5         Sal         Sal         Sal         Sal   Sal cis-1 ,2-Dichloroethene    70          Sal          Sal          Sal         Sal   Sal Trichlorofluoromethane      NA          Sal         Sal         Sal         Sal   Sal 1,1-Dichloroethene           7          Sal         Sal          Sal          Sal  Sal Xylenes (Total)          10000        Sal         Sal         Sal         Sal   Sal Vinyl chloride              2         Sal          Sal          Sal         Sal   Sal Sal - Selow quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None available 1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb 3Replicate sample of GWS-4I1MW-4 well Indicates exceedance of MCl
Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 EDB I Deep (504.1)GWA-2/MW-2 Sample 10: ACl Sample#: 203349 Analvte 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane
.'                                                    Psge4of5
**BOl=Below Ouantnation Limit J=Less than Ouantitalion Limit, Approximate Value POL=Practical Ouantilation Limit Units: Result Sal Sal PQl 0.20 0.05 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/25/2003 06/30/2003 07/01/2003 TM ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
-.
-.
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154.Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Appendix I Metals (6010B/7841)
ACl Sample#: 203349 Units: mg/L Analvte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium sal 0.020 Seryllium sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Nickel Sal 0.020 Selenium.Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Vanadium Sal 0.050 Zinc Sal 0.020 Sample ID: GWA-2/MW-2 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/25/2003 06/27/2003 SW/AD**BQl=Below Quantitation Limit J=less than Quantilalion Limit, Approximate Value PQl=PraeticalQuantitalion Limit IACL I Phone: (770)409-1444 Fax: (770)409-1844*e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Sox 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com Client: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Contact: Mr.Kurt Batsel v.c.(5030B/8260B)
.Appendix I PQL 5 5 5 5 5 5 5 5 5 5 5 5 50 2 10 5 Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal sal Sal sal 06/27/2003 RP Water 06/24/2003 Analvte Methylene bromide Methylene chloride Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloridem&p-Xylenes o-Xylene GWC-5/MW-5 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Sample 10: ACL Sample#: 203350 Units: IJg/L Analvte Result PQL Acetone Sal 100 Acrylon itrile Sal 50 Senzene Sal 5 Sromochloromethane Sal 5 Sromodichloromethane Sal 5 Sromoform Sal 5.on disulfide Sal 5 bon tetrachloride Sal 5 Chlorobenzene Sal 5 Chloroethane Sal 10 Chloroform Sal 5 1,2-Dibromo-3-chloropropane Sal 20 Dibromochloromethane Sal 5 1,2-Dibromoethane Sal 5 trans-1,4-Dichloro-2-butene Sal 10 1,2-Dichlorobenzene Sal 5 1,4-Dichlorobenzene Sal 5 1,1-Dichloroethane Sal 5 1,2-Dichloroethane Sal 5 1,1-Dichloroethene Sal 5 cis-1,2-Dichloroethene Sal 5 trans-1,2-Dichloroethene Sal 5 1,2-Dichloropropane Sal 5 cis-1,3-Dichloropropene Sal 5 trans-1,3-Dichloropropene Sal 5 Ethylbenzene Sal 5 2-Hexanone sal 50 Methyl bromide Sal 10 Methyl chloride Sal 10 lyI ethyl ketone Sal 100 yl iodide Sal 5 4-ethyl-2-pentanone sal 50 BOl=Below Ouantitation Limit J=less than Ouantitation Limit, Approximate Value POL=Practical Ouantilation Limit I A CL Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta.GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 EDB I DBep (504.1)ACL Sample#: 203350 Units: IJg/L Analvte Result PQl 1,2-Dibromo-3-chloropropane Sal 0.20 1,2-Dibromoethane Sal 0.05 Sample ID: GWC-5/MW-5 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/24/2003 06/30/2003 07/01/2003 TM**BOL=Below Ouantitalion Limit J=Less than Ouantitation Limit.Approximate Value POL=Practical Ouanlitation Limit IACL I Phone: (770)409-1444 Fax: (770)409-1844
*e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 ACl Sample#: 203350 Units: mg/L Analyte Result PQl Antimony SOL 0.006 Arsenic SOL 0.010 Sarium SOL 0.020 Seryllium SOL 0.004 Cadmium SOL 0.005 Chromium SOL 0.020.balt SOL 0.050 pper SOL 0.020 Lead SOL 0.010 Nickel SOL 0.020 Selenium SOL 0.040 Silver SOL 0.010 Thallium SOL 0.002 Vanadium SOL 0.050 Zinc SOL 0.020 Sample 10:*Appendix I Metals (60108/7841)
GWC-5/MW-5 Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/24/2003 06/27/2003 SW/AD BOl=Below Ouantitation Limit J=less than Ouanlilation limit.Approximate Value POL=Practical Ouanmalion Limit ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 V.O.(50308/82608)
*Appendix I GWB-4/MW-4 Sample ID: ACl Sample#: 203351 Analyte Acetone Acrylonitrile Senzene Sromochloromethane


Sromodichloromethane
Table 6 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters June 2003 WEll SAMPLES CONSTITUENT MCl    GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 1
Metals Sarium                      2.00        Sal            NS        Sal            Sal Zinc                        NA          Sal            NS        Sal          0.029 Organics2 1,1-Dichloroethane          NA          Sal            NS        Sal            Sal Chlorobenzene                100        Sal            NS        Sal            Sal 1,4-Dicholorbenzene          75          Sal            NS        Sal            Sal Methylene chloride            5          Sal            NS        Sal            Sal cis-1,2-Dichloroethene      70          Sal            NS        Sal            Sal Trichlorofluoromethane      NA          Sal            NS        Sal            Sal 1,1-Dichloroethene            7          Sal            NS        Sal            Sal Xylenes (Total)            10000        Sal            NS        Sal            Sal Vinyl chloride                2          Sal            NS        Sal            Sal Sal - Selow quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None available NS - Not sampled; well dry 1Metals concentrations in mg/l 20 rganics concentrations in ug/I or ppb Indicates exceedance of MCl
* Page 5 of5


Sromoform Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroethane
Table 7 Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters JUly 2002 WEllS 1 CONSTITUENT          MCl                                                            3 GWC-5/MW-5 GWS-6IMW-6 GWA-7/MW-7 GWA-7-2JMW-7-2 GWC-13/MW-13 GWC-14/MW-14 GWA-15/MW-15 Metals 1 Sarium                      2        Sal          Sal      Sal            Sal          0.077  0.068        Sal Zinc                      NA          Sal          Sal      Sal            Sal          Sal  Sal          Sal Organics2 1.1-Dichloroethane        NA          Sal          Sal      Sal            Sal          Sal    13        Sal Chlorobenzene             100        Sal          Sal      BOl            Sal          Sal  Sal          Sal 1,4-Dichlorobenzene        75                                                                                  sal Methylene chloride          5                                                                                  Sal cis-1,2-Dichloroethene    70        BOl          sal      Sal            Sal          Sal    10        sal Trichlorofluoromethane    NA          Sal          Sal      177              192          300    43        sal 1,1-Dichloroethene          7        Sal          Sal      Sal            sal          Sal    Sal        sal Xylenes (Total)          10000        BOl          sal      Sal            Sal          sal      8        sal Vinyl chloride              2        Sal          sal      sal            sal          Sal    sal        sal sal - Selow quantification level MCl - Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5; NA - None available 1Metals concentrations in mgIL 20rganics concentration units in ugA or ppb 3Replicate sample of GWA-7/MW-7 well sample Indicates exceedance of MCl
* Page 1 of5


Chloroform 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane trans-1,4-Dichloro-2-butene 1,2-Dichlorobenzene 1,4-Dichlorobenzene 1,1-Dichloroethane
Table 7 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters September 2002 WEll SAMPLES CONSTITUENT            MCl                                                                                  3 GWC-5IMW-5  GWB-6IMW-6 GWA-7IMW-7 GWC-13IMW-13 GWC-14IMW*14 GWC-14-2IMW.14-2 GWA-15IMW*15 Metals' Barium                        2            0.020      BOl          BOl            0.085      0.092    0.095          BOL Zinc                        NA            BOl      BOl          BOl            0.023        BOl      BOL          BOL 2
Organics 1,1-Dichloroethane          NA            BOl      BOl          BOl              6          21        21          BOL Chlorobenzene                100          BOl        BOl          BOl            BOl          8          8          BOl 1,4-Dichlorobenzene         75            BOL      BOL          BOL            BOL          37        36          BOL Methylene chloride            5            BOl      BOl          BOl            BOL        BOl      BOl            BOl cis-1,2-Dichloroethene      70            BOl      BOl          BOl            BOl          19        18            BOl Trichlorofluoromethane      NA            BOL      BOL          32                                                  BOl 1,1-Dichloroethene            7            BOL      BOl          BOl                                                  BOl Xylenes (Total)            10000            BOL      BOl          BOl            BOL          23        23            BOl Vinyl chloride                2            BOl      BOl          BOl            BOl        BOl                      BOl BOl - Below quantification level MeL - Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5; NA - None available
  'Metals concentrations in mgll 20rganics concentration units in ugll or ppb 3Replicate sample of GWB-14/IMW-14 well sample
* Page 20f5


1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane cis-1,3-Dichloropropene trans-1,3-Dichloropropene Ethylbenzene 2
Table 7 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters October 2002 WEll SAMPLES CONSTITUENT            MCl GWC-5/MW-5 GWB-6IMW-6 GWA-7/MW-7 GWC-13/MW-13 GWC-14/MW-14 GWA-15/MW-15 GWA-15-21MW-15-2 3 Metals' Barium                                BOl          BOl      BOl            0.083        0.064  Sal          BOl Zinc                                  BOl          Sal      BOl            0.027          BOl    BOl          BOl Organics2 1,1*Dichloroethane          NA        BOl          Sal      BOl              6            17    BOl          BOl Chlorobenzene              100        BOl          BOl      BOl            BOl            9    BOl          Sal 1,4-Dicholorbenzene        75        BOl          BOl      BOl            BOl            35    BOl          BOl Methylene chloride          5        BOl          BOl      BOl            BOl                  BOl          BOl os-1,2-Dichloroethene      70        BOl          Sal      BOl            BOl            16    BOl          BOl Trichlorofluoromethane      NA        Sal          BOl        221            348            31    BOl          BOl 1,1-Dichloroethene          7        BOl          BOl      BOl            BOl          BOl    BOl          BOl Xylenes (Total)            10000      BOl          BOl      Sal            BOl            11    BOl          Sal Vinyl chloride              2        BOl          BOl        BOl            Sal          BOl    Sal          Sal BOl - Below quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None available
  'Metals concentrations in rngIl 20rganics concentration units in ugll or ppb 3Replicate sample of GWA-15//MW-15 well
('E.:t'%;~'\~~~~.~w:~tt;~ Indicates exceedance of MCl
* Page30f5
 
Table 7 (continued)
Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters December 2002 WELL SAMPLES CONSTITUENT              MCL GWC-5/MW-5 GWS-6IMW-6 GWA-7/MW-7 GWC-13/MW-13 GWC-14/MW-14 GWA-15/MW-15 Metals 1 Sarium                      2.00          0.018      SOL          0.015        0.082  0.106      SOL Zinc                          NA            SOL        SOL          SOL          0.027    SOL      SOL 2
Organics 1,1-Dichloroethane            NA            SOL        SOL          SOL            7      16      SOL Chlorobenzene                100          SOL        SOL          SOL          SOL      10      SOL 1,4-Dicholorbenzene          75            SOL        SOL          SOL          SOL      39      SOL Methylene chloride            5            SOL        SOL          SOL          SOL    SOL      SOL cis-1,2-Dichloroethene        70            SOL        SOL          SOL          SOL      19      SOL Trichlorofluoromethane        NA            SOL        SOL          210          391      27      SOL 1,1-Dichloroethene            7            SOL        SOL          SOL                            SOL Xylenes (Total)            10000          SOL        SOL          SOL          SOL      21      SOL Vinyl chloride                2            SOL        SOL          SOL          SOL              SOL 3
Chloroform                    0.1          SOL        SOL          SOL            5      SOL      SOL SOL - Selow quantification level MCL - Maximum Contaminant Level per EPD Rule Chapter 391-3-5; NA - None available 1Meta Is concentrations in mg/L 20 rganics concentration units in ug/I or ppb 3Applies only to Community Water Systems serving 10,000 Indicates exceedance of MCL
* Page 4 of5
 
Table 7 (


==SUMMARY==
==SUMMARY==
Water Dibromofluoromethane 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene (77-137)(72-138)(84-112)(77-125)ACL Sample#203344 102 92 107 88 203345 103 89 104 88 203346 103 94 109 86*203347 103 88 105 84 203348 104 90 107 86***Matrix Interference ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)*....S-ui-te-1..0....0-*-A-tla-n-ta-.-G-A-3-0
 
...3-6-0-Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
Water Dibromofluoromethane 1,2-Dichloroethane-d4       Toluene-d8         4-Bromofluorobenzene (77-137)           (72-138)               (84-112)                 (77-125)
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 v.o.(50308/82608)
ACL Sample #
-Appendix II Sample 10:...........
203344                 102                 92                     107                       88 203345                 103                 89                     104                       88 203346                 103                 94                     109                       86 203347                 103                 88                     105                       84 203348                 104                 90                     107                       86
Matrix: Water Date Sampled:._--.---..Date Extracted:
* ** Matrix Interference
Date Analyzed: 06/27/2003 ACl Sample#: Blank Units: 1J9/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone Sal 100 cis-1.3-Dichloropropene Sal 5 Acetonitrile Sal 100 trans-1,3-Dichloropropene Sal 5 Acrolein Sal 100 Ethyl methacrylate Sal 10 Acrylon itrile Sal 50 Ethylbenzene Sal 5 Allyl chloride Sal 10 2-Hexanone Sal 50 Senzene Sal 5 Isobutyl alcohol Sal 50 Sromochloromethane Sal 5 Methacrylon itrile Sal 100 Sromodichloromethane Sal 5 Methyl bromide Sal 10 Sromoform Sal 5 Methyl chloride Sal 10 Carbon disulfide Sal 5 Methyl ethyl ketone Sal 100 Carbon tetrachloride Sal 5 Methyl iodide Sal 5 Chlorobenzene Sal 5 Methyl methacrylate Sal 30 Chloroethane Sal 10 4-Methyl-2-pentanone Sal 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene Sal 20 Methylene chloride Sal 5 1.2-Dibromo-3-chloropropane Sal 20 Naphthalene Sal 5 Dibromochloromethane Sal 5 Propionitrile Sal 150 1,2-Dibromoethane Sal 5 Styrene Sal 5 trans-1 A-Dichloro-2-butene Sal 10 1.1,1,2-Tetrachloroethane Sal 5 1.2-Dichlorobenzene Sal 5 1,1,2,2-Tetrachloroethane Sal 5 1,3-Dichlorobenzene Sal 5 T etrachloroethene Sal 5 1 A-Dichlorobenzene Sal 5 Toluene Sal 5 Dichlorodifluoromethane Sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane Sal 5 1,1,2-Trichloroethane Sal 5 1,2-Dichloroethane Sal 5 T richloroethene Sal 5 1,1-Dichloroethene Sal 5 Trichlorofluoromethane Sal 5 cis-1.2-Dichloroethene Sal 5 1,2,3-Trichloropropane BOl 5 trans-1,2-Dichloroethene Sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane Sal 5 Vinyl chloride Sal 2 1,3-Dichloropropane Sal 5 m&p-Xylenes Sal 10 2,2-Dichloropropane Sal 15 o-Xylene Sal 5 1,1-Dichloropropene Sal 5 BOl=Below Ouantitation Limit J=less than Ouantilation Limit.Approximate Value POL=Practical Ouantilation Limit**
 
***ADVANCED CHEMISTRY LABS, INC.GC/MS UNIT#3 WATER VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date: 06-27-03MatrixSpike
IACL                  I                                        ADVANCED CHEMISTRY LABS, INC.
-Sample No.: 203349 SPIKE SAMPLE MS MS QC.ADDED CONCENTRATION CON CENTRA TION%LIMITS COMPOUND (lJg/L)(lJg/L)(lJg/L)REC#REC.1,1-dichloroethene 20.00 0.00 18.35 91.8 (54-144)benzene 20.00 0.00 18.73 93.7 (82-132)trichloroethene 20.00 0.00 18.03 90.2 (73-128)toluene 20.00 0.00 19.07 95.4 (83-130)chlorobenzene 20.00 0.00 18.58 92.9 (87-123)SPIKE MSD MSD ADDED CONCENTRATION
Phone: (770) 40~9~--14-4"4----------------"3""!0-39-A-m-w"ile-r""R~O-a -d-* ....             S-ui-te-1..0....
%%QC LIMITS COMPOUND (lJg/L)(lJg/L)REC#RPD#RPD REC.1,1-dichloroethene 20.00 20.98 104.9 13.4 14 (54-144)benzene 20.00 18.70 93.5 0.2 11 (82-132)trichloroethene 20.00 18.70 93.5 3.6 14 (73-128)toluene 20.00 18.95 94.8 0.6 13 (83-130)ch lorobenzene 20.00 18.45 92.3 0.7 13 (87-123)#Column to be used to flag recovery and RPD values with an asterisk..Values outside of QC limits RPD: 0 out of 5 outside limits Spike Recovery: 0 out of 10 outside limits Comments:
0-*-A-tla-n-ta-.-G-A-3-0...3-6         Fax: (770) 409-1844                                                                     P.O. Box 88610
IACL I Phone: (770)409-1444 Fax: (770)409-1844 e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.come Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 V.O.(50308/82608)
* Atlanta. GA 30356 e-mail: acl@mindspring.com                                                                 www.advancedchemistrylabs.com
*Appendix I SURROGATE PERCENT RECOVERY  
* Client:               Dextra Group                               Client Proj #:        Plant Vogtle/Burke County 4665 Lower Roswell Road, #154               ACl Project #:        42522 Marietta, GA 30068-0000                     Date Received:         06/2612003 Date Reported:         07/08/2003
 
==Contact:==
Mr. Kurt Batsel v.o. (50308/82608) - Appendix II Sample 10:                   ...........                                 Matrix:             Water Date Sampled:       ._--.---..
Date Extracted:
Date Analyzed:       06/27/2003 ACl Sample #:                   Blank       Units:   1J9/L             Analyst:             RP Analvte                                           Result   PQl       Analvte                                   Result             PQl Acetone                                           Sal     100       cis-1.3-Dichloropropene                       Sal               5 Acetonitrile                                       Sal     100       trans-1,3-Dichloropropene                     Sal               5 Acrolein                                           Sal     100       Ethyl methacrylate                           Sal               10 Acrylon itrile                                     Sal     50       Ethylbenzene                                 Sal               5 Allyl chloride                                     Sal     10       2-Hexanone                                   Sal               50 Senzene                                           Sal       5       Isobutyl alcohol                             Sal               50 Sromochloromethane                                 Sal       5       Methacrylon itrile                           Sal             100 Sromodichloromethane                               Sal       5       Methyl bromide                               Sal               10 Sromoform                                         Sal       5       Methyl chloride                               Sal               10 Carbon disulfide                                   Sal       5       Methyl ethyl ketone                           Sal             100 Carbon tetrachloride                               Sal       5       Methyl iodide                                 Sal               5 Chlorobenzene                                     Sal       5       Methyl methacrylate                           Sal               30 Chloroethane                                       Sal     10       4-Methyl-2-pentanone                         Sal               50 Chloroform                                         Sal       5       Methylene bromide                             Sal               5 Chloroprene                                       Sal     20       Methylene chloride                           Sal               5 1.2-Dibromo-3-chloropropane                       Sal     20       Naphthalene                                   Sal               5 Dibromochloromethane                               Sal       5       Propionitrile                                 Sal             150 1,2-Dibromoethane                                 Sal       5       Styrene                                       Sal               5 trans-1 A-Dichloro-2-butene                       Sal     10       1.1,1,2-Tetrachloroethane                     Sal               5 1.2-Dichlorobenzene                               Sal       5         1,1,2,2-Tetrachloroethane                     Sal               5 1,3-Dichlorobenzene                               Sal       5       Tetrachloroethene                              Sal               5 1A-Dichlorobenzene                                 Sal       5       Toluene                                       Sal               5 Dichlorodifluoromethane                           Sal       5         1,1,1-Trichloroethane                         Sal               5 1,1-Dichloroethane                                 Sal       5         1,1,2-Trichloroethane                         Sal               5 1,2-Dichloroethane                                 Sal       5       Trichloroethene                                Sal               5 1,1-Dichloroethene                                 Sal       5       Trichlorofluoromethane                         Sal               5 cis-1.2-Dichloroethene                             Sal       5         1,2,3-Trichloropropane                       BOl               5 trans-1,2-Dichloroethene                           Sal       5       Vinyl acetate                                 Sal             50 1,2-Dichloropropane                               Sal       5       Vinyl chloride                                 Sal               2 1,3-Dichloropropane                               Sal       5         m & p-Xylenes                                 Sal             10 2,2-Dichloropropane                               Sal     15       o-Xylene                                       Sal               5 1,1-Dichloropropene                               Sal       5 BOl =Below Ouantitation Limit J =less than Ouantilation Limit. Approximate Value POL =Practical Ouantilation Limit
 
ADVANCED CHEMISTRY LABS, INC.
GC/MS UNIT#3 WATER VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date:               06-27-03 Matrix Spike - Sample No.:               203349 SPIKE           SAMPLE             MS       MS       QC.
ADDED       CONCENTRATION     CON CENTRATION    %   LIMITS COMPOUND                       (lJg/L)           (lJg/L)         (lJg/L)     REC # REC.
1,1-dichloroethene                     20.00             0.00           18.35       91.8 (54-144) benzene                               20.00             0.00           18.73       93.7 (82-132) trichloroethene                         20.00             0.00           18.03       90.2 (73-128) toluene                                 20.00             0.00           19.07       95.4 (83-130) chlorobenzene                         20.00               0.00           18.58       92.9 (87-123)
* COMPOUND 1,1-dichloroethene benzene SPIKE ADDED (lJg/L) 20.00 20.00 MSD CONCENTRATION (lJg/L) 20.98 18.70 MSD REC #
104.9 93.5 RPD #
13.4 0.2 QC LIMITS RPD 14 11 REC.
(54-144)
(82-132) trichloroethene                       20.00             18.70       93.5         3.6   14 (73-128) toluene                                 20.00             18.95       94.8         0.6   13 (83-130) ch lorobenzene                         20.00             18.45       92.3         0.7   13 (87-123)
  # Column to be used to flag recovery and RPD values with an asterisk
  .. Values outside of QC limits RPD:       0   out of 5 outside limits Spike Recovery:           0   out of 10 outside limits Comments:
 
IACL               I Phone: (770) 409-1444 ADVANCED CHEMISTRY LABS, INC 3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844                                                            P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com                                                        www.advancedchemistrylabs.come Client:             Dextra Group                         Client Proj #:      Plant Vogtle/Burke County 4665 Lower Roswell Road, #154         ACL Project #:      42522 Marietta, GA 30068-0000               Date Received:     06/2612003 Date Reported:     07108/2003
 
==Contact:==
Mr. Kurt Batsel V.O. (50308/82608)
* Appendix I SURROGATE PERCENT RECOVERY  


==SUMMARY==
==SUMMARY==
Water Oibromofluoromethane 1,2-0ichloroethane-d4 Toluene-d8 4-Bromofluorobenzene (77-137)(60-138)(84-112)(77-125)ACL Sample#203349 107 91 104 84 203350 111 92 105 84 203351 106 92 105 83 203352 107 92 104 81*203353 110 90 102 82 203354 109 90 104 82***Matrix Interference IACL I Phone: (770)409-1444 Fax: (770)409-1844
*e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 V.D.(50308/82608)
*Appendix I Sample 10:-----------
ACl Sample#: Blank Analvte Acetone Acrylon itrile Senzene Sromochloromethane Sromodichloromethane


Sromoform_bon disulfide rbon tetrachloride Chlorobenzene Chloroethane
Water Oibromofluoromethane 1,2-0ichloroethane-d4      Toluene-d8          4-Bromofluorobenzene (77-137)            (60-138)                (84-112)                (77-125)
ACL Sample #
203349                  107                  91                    104                      84 203350                111                  92                    105                      84 203351                  106                  92                    105                      83 203352                107                  92                    104                      81 203353                110                  90                    102                      82 203354                109                  90                    104                      82
  ** Matrix Interference


Chloroform 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane trans-1 A-Dichloro-2-butene 1,2-Dichlorobenzene 1 A-Dichlorobenzene 1,1-Dichloroethane
IACL                    I Phone: (770) 409-1444 Fax: (770)409-1844 ADVANCED CHEMISTRY LABS, INC.
3039 Amwiler Road* Suite 100
* Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356
* e-mail: acl@mindspring.com                                                                www.advancedchemistrylabs.com Client:                  Dextra Group                                Client Proj #:      Plant Vogtle/Burke County 4665 Lower Roswell Road, #154              ACL Project #:      42522 Marietta, GA 30068-0000                    Date Received:      06/26/2003 Date Reported:      07/08/2003


1,2-Dichloroethane
==Contact:==
Mr. Kurt Batsel V.D. (50308/82608)
* Appendix I Sample 10:                  -----------                                  Matrix:              Water Date Sampled:
Date Extracted:
Date Analyzed:      06/27/2003 ACl Sample #:                    Blank      Units:    j.Jg/L            Analyst:            RP Analvte                                            Result  PQl        Analyte                            Result        PQl Acetone                                            Sal    100        Methylene bromide                    Sal            5 Acrylon itrile                                      Sal      50        Methylene chloride                    Sal          5 Senzene                                            Sal      5        Styrene                              Sal          5 Sromochloromethane                                  Sal      5        1,1,1,2-Tetrachloroethane            Sal          5 Sromodichloromethane                                Sal      5        1,1,2,2-Tetrachloroethane            Sal            5 Sromoform                                          Sal      5        Tetrachloroethene                    Sal            5
_        bon disulfide                                Sal      5        Toluene                              Sal            5 rbon tetrachloride                            Sal      5        1,1,1-Trichloroethane                Sal            5 Chlorobenzene                                      Sal      5        1,1,2-Trichloroethane                Sal            5 Chloroethane                                        Sal      10        Trichloroethene                      Sal            5 Chloroform                                          Sal      5        Trichlorofluoromethane                Sal            5 1,2-Dibromo-3-chloropropane                        Sal      20        1,2,3-Trichloropropane                Sal            5 Dibromochloromethane                                Sal      5        Vinyl acetate                        Sal          50 1,2-Dibromoethane                                  Sal      5        Vinyl chloride                        Sal            2 trans-1 A-Dichloro-2-butene                        Sal      10        m & p-Xylenes                        Sal          10 1,2-Dichlorobenzene                                Sal      5        o-Xylene                              Sal            5 1A-Dichlorobenzene                                  Sal      5 1,1-Dichloroethane                                 Sal      5 1,2-Dichloroethane                                  Sal      5 1,1-Dichloroethene                                  Sal      5
  *cis-1,2-Dichloroethene                              Sal      5 trans-1,2-Dichloroethene                            Sal      5 1,2-Dichloropropane                                Sal      5 cis-1,3-Dichloropropene                            Sal      5 trans-1,3-Dichloropropene                          Sal      5 Ethylbenzene                                        Sal      5 2-Hexanone                                          Sal      50 Methyl bromide                                      Sal      10 Methyl chloride                                    Sal      10 y1 ethyl ketone                              Sal    100
* yl  iodide                                  Sal      5 4-Methyl-2-pentanone                                Sal      50 SQl = Selow Quantitation Limit J = less than Quantitation Limit. Approximate Value PQl = Practical Quantilation Limit


1,1-Dichloroethene
ADVANCED CHEMISTRY LABS, INC.
*cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane cis-1,3-Dichloropropene trans-1,3-Dichloropropene Ethylbenzene 2-Hexanone Methyl bromide Methyl chloride*y1 ethyl ketone yl iodide 4-Methyl-2-pentanone SQl=Selow Quantitation Limit J=less than Quantitation Limit.Approximate Value PQl=Practical Quantilation Limit Units: Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal j.Jg/L PQl 100 50 5 5 5 5 5 5 5 10 5 20 5 5 10 5 5 5 5
GC/MS UNIT # 3 WATER VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date:             06-27-03 Matrix Spike - Sample No.:           LCS/LCSD SPIKE             SAMPLE             MS         MS       QC.
5 5 5 5 5 5 5 50 10 10 100 5 50 Matrix: Date Sampled: Date Extracted:
ADDED       CON"GENTRATION    CONCENTRATION       %   LIMITS COMPOUND                       (~g/L)            (~g/L)            (~g/L)      REC # REC.
Date Analyzed: Analyst: Analyte Methylene bromide Methylene chloride Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane T etrachloroethene Toluene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane Vinyl acetate Vinyl chloride m&p-Xylenes o-Xylene Water 06/27/2003 RP Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal PQl 5 5 5 5 5 5 5 5 5 5 5 5 50 2 10 5 ADVANCED CHEMISTRY LABS, INC.GC/MS UNIT#3 WATER VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date: 06-27-03 Matrix Spike-Sample No.: LCS/LCSD*SPIKE SAMPLE MS MS QC.ADDED CON"GENTRA TION CONCENTRATION
1,1-dichloroethene                     20.00             0.00             17.91       89.6 (54-144) benzene                               20.00             0.00             17.92       89.6 (82-132) trichloroethene                       20.00             0.00             17.84       89.2 (73-128) toluene                               20.00             0.00             18.21       91.1 (83-130) chlorobenzene                         20.00             0.00             18.35       91.8 (87-123)
%LIMITS COMPOUND REC#REC.1,1-dichloroethene 20.00 0.00 17.91 89.6 (54-144)benzene 20.00 0.00 17.92 89.6 (82-132)trichloroethene 20.00 0.00 17.84 89.2 (73-128)toluene 20.00 0.00 18.21 91.1 (83-130)chlorobenzene 20.00 0.00 18.35 91.8 (87-123)SPIKE MSD MSD ADDED CON CENTRA TION%%QC LIMITS COMPOUND REC#RPD#RPD REC.1,1-dichloroethene 20.00 17.32 86.6 3.3 14 (54-144)benzene 20.00 18.12 90.6 1.1 11 (82-132)trichloroethene 20.00 18.53 92.7 3.8 14 (73-128)toluene 20.00 19.10 95.5 4.8 13 (83-130)chlorobenzene 20.00 18.61 93.1 1.4 13 (87-123)#Column to be used to flag recovery and RPD values with an asterisk*Values outside of QC limits RPD: 0 out of 5 outside limits Spike Recovery: 0 out of 10 outside limits Comments:*
SPIKE               MSD         MSD ADDED         CON CENTRATION      %         %     QC LIMITS COMPOUND                     (~g/L)            (~g/L)      REC #       RPD # RPD   REC.
ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
1,1-dichloroethene                   20.00             17.32       86.6       3.3   14 (54-144) benzene                               20.00             18.12       90.6       1.1   11 (82-132) trichloroethene                       20.00             18.53       92.7       3.8   14 (73-128) toluene                               20.00             19.10       95.5       4.8   13 (83-130) chlorobenzene                         20.00             18.61       93.1         1.4   13 (87-123)
Fax: (770)409-1844 P.O.Box 88610'Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Acid Extractables (8270C)*Appendix II SURROGATE PERCENT RECOVERY  
# Column to be used to flag recovery and RPD values with an asterisk
* Values outside of QC limits RPD:       0   out of 5 outside limits Spike Recovery:           0   out of 10 outside limits Comments:
 
IACL                I                                  ADVANCED CHEMISTRY LABS, INC.
Phone: (770) 40~9~-1~4"':"44~--------------3~0~3':'"9"':"Am-w-:i':""'le~rR~o-a-:"d-'~Su~it~e"':"1O~O~'~A~tla-n~ta-,~GA~3~03~6~0-Fax: (770) 409-1844                                                             P.O. Box 88610' Atlanta, GA 30356
* e-mail: acl@mindspring.com                                                         www.advancedchemistrylabs.com Client:             Dextra Group                         Client Proj #:      Plant Vogtle/Burke County 4665 Lower Roswell Road, #154         ACL Project #:      42522 Marietta, GA 30068-0000               Date Received:     06/26/2003 Date Reported:      07/08/2003
 
==Contact:==
Mr. Kurt Batsel Acid Extractables (8270C)
* Appendix II SURROGATE PERCENT RECOVERY  


==SUMMARY==
==SUMMARY==
Water Phenol-d6 2-Fluorophenol 2,4,6-Tribromophenol (10-94)(21-100)(10-123)ACL Sample#203344 19 75 77 203345 21 92 68 203346 26 92 103*203347 22 94 105 203348 21 86 104***Matrix Interference ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
 
Fax: (770)409-1844 P.O.Box 88610*Atlanta.GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
Water Phenol-d6         2-Fluorophenol     2,4,6-Tribromophenol (10-94)             (21-100)               (10-123)
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Acid Extractables (8270C)*Appendix II Sample ID: ACl Sample#: Blank Units: Analvte Result PQl 4-Chloro-3-methylphenol SQl 20 2-Chlorophenol SQl 10 m&p-Cresol SQl 10 o-Cresol SQl 10 2,4-Dichlorophenol SQl 10 2,6-Dichlorophenol SQl 10 2,4-Dimethylphenol SQl 10 4,6-Dinitro-2-methylphenol SQl 50 2,4-Dinitrophenol SQl 50 2-Nitrophenol SQl 10 4-Nitrophenol SQl 50 Pentach lorophenol SQl 50 Phenol SQl 10 2,3,4,6-Tetrachlorophenol SQl 10 2,4,5-Trichlorophenol SQl 10 2,4,6-Trichlorophenol SQl 10 BOL=Below Quantitalion Limit J=Less than Ouantitation limit.Approximate Value POL=Practical Ouantitation Limit Matrix: Date Sampled: Date Extracted:
ACL Sample #
Date Analyzed: Analyst: Water 06/30/2003 07/01/2003 RB**
203344                   19                 75                       77 203345                   21                 92                       68 203346                   26                 92                     103 203347                   22                 94                     105 203348                   21                 86                     104
***ADVANCED CHEMISTRY LABS, INC.SEMI*VOL GC/MS UNIT#4 ACID EXTRACTABLES (8270C)WATER SEMI-VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date: 07-01-03 Matrix Spike-Sample No.: LCS063003 SPIKE SAMPLE MS MS ac.COMPOUND ADDED CONCENTRATION CONCENTRATION
*   ** Matrix Interference
%LIMITS (lJq/L)(lJq/L)(lJq/L)REC#REC.Pentachlorophenol 200 0 180 90.0 (9-103)Phenol 200 0 42 21.0 (12-89)2-Chlorophenol 200 0 119 59.5 (27-123)4-Chloro-3-methylphenol 200 0 165 82.5 (23-97)4-Nitrophenol 200 0 22 11.0 (10'-80)SPIKE MSD MSD ac LIMITS COMPOUND ADDED CONCENTRATION%%(lJq/L)(lJq/L)REC#RPD#RPD REC.Pentachlorophenol 200 175 87.5 2.8 50 (9-103)Phenol 200 41 20.5 2.4 42 (12-89)2-Chlorophenol 200 114 57.0 4.3 40 (27-123)4-Chloro-3-methylphenol 200 169 84.5 2.4 42 (23-97)4-Nitrophenol 200 21 10.5 4.7 50 (10-80)#Column to be used to flag recovery and RPD values with an asterisk*Values outside of ac limits RPD: 0 out of 5 outside limits Spike Recovery: 0 out of 10 outside limits Comments:
 
ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
IACL                    I                                      ADVANCED CHEMISTRY LABS, INC.
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
Phone: (770) 40~9~-1-4~4~4---------------~3~03~9-A~m-w~il~er~R~o-a""':'d-*~S~ui~te-1~0~0-* ~A~t1a-n-ta-.~G~A-3~0~36~0~
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07108/2003 Base Neutral Extractables (8270C)-Appendix II SURROGATE PERCENT RECOVERY  
Fax: (770) 409-1844                                                                 P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com                                                             www.advancedchemistrylabs.com
* Client:                 Dextra Group                               Client Proj #:    Plant Vogtle/Burke County 4665 Lower Roswell Road, #154               ACl Project #:    42522 Marietta, GA 30068-0000                     Date Received:   06/26/2003 Date Reported:    07/08/2003
 
==Contact:==
Mr. Kurt Batsel Acid Extractables (8270C)
* Appendix II Sample ID:                                                             Matrix:            Water Date Sampled:
Date Extracted:    06/30/2003 Date Analyzed:    07/01/2003 ACl Sample #:                   Blank       Units:   ~g/L            Analyst:          RB Analvte                                           Result PQl 4-Chloro-3-methylphenol                             SQl     20 2-Chlorophenol                                     SQl     10 m & p-Cresol                                       SQl     10 o-Cresol                                           SQl     10 2,4-Dichlorophenol                                 SQl     10 2,6-Dichlorophenol                                 SQl     10 2,4-Dimethylphenol                                 SQl     10 4,6-Dinitro-2-methylphenol                         SQl     50 2,4-Dinitrophenol                                   SQl     50 2-Nitrophenol                                       SQl     10 4-Nitrophenol                                       SQl     50 Pentach lorophenol                                 SQl     50 Phenol                                             SQl     10 2,3,4,6-Tetrachlorophenol                           SQl     10 2,4,5-Trichlorophenol                               SQl     10 2,4,6-Trichlorophenol                               SQl     10 BOL = Below Quantitalion Limit J = Less than Ouantitation limit. Approximate Value POL = Practical Ouantitation Limit
* ADVANCED CHEMISTRY LABS, INC.
SEMI*VOL GC/MS UNIT # 4 ACID EXTRACTABLES (8270C)
WATER SEMI-VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date:               07-01-03 Matrix Spike - Sample No.:         LCS063003 SPIKE           SAMPLE               MS         MS         ac.
COMPOUND                   ADDED           CONCENTRATION   CONCENTRATION       %     LIMITS (lJq/L)             (lJq/L)         (lJq/L)     REC # REC.
Pentachlorophenol                       200                 0               180       90.0   (9-103)
Phenol                                 200                 0               42         21.0   (12-89) 2-Chlorophenol                         200                 0               119       59.5   (27-123) 4-Chloro-3-methylphenol                 200                 0               165       82.5   (23-97) 4-Nitrophenol                           200                 0               22         11.0   (10'-80)
SPIKE               MSD       MSD COMPOUND ac LIMITS ADDED           CONCENTRATION     %         %
(lJq/L)           (lJq/L)   REC #       RPD # RPD     REC.
Pentachlorophenol                       200               175       87.5         2.8   50   (9-103)
Phenol                                   200               41       20.5         2.4   42   (12-89) 2-Chlorophenol                           200               114       57.0         4.3   40   (27-123) 4-Chloro-3-methylphenol                 200               169       84.5         2.4   42   (23-97) 4-Nitrophenol                           200               21       10.5         4.7   50   (10-80)
  # Column to be used to flag recovery and RPD values with an asterisk
* Values outside of ac limits RPD:     0   out of 5 outside limits Spike Recovery:         0   out of 10 outside limits Comments:
 
IACL                I                                    ADVANCED CHEMISTRY LABS, INC.
Phone: (770) 40~9--1~4~44~-------------~3~O""39~A~m-w~il~er-=R=-o-ad~. S=-u~ite~10~0-*~A"'t1a-n-ta-.G~A~3""03~6""O-Fax: (770) 409-1844                                                             P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com                                                         www.advancedchemistrylabs.com
* Client:             Dextra Group                         Client Proj #:      Plant Vogtle/Burke County 4665 Lower Roswell Road, #154         ACL Project #:      42522 Marietta, GA 30068-0000               Date Received:     06/2612003 Date Reported:     07108/2003
 
==Contact:==
Mr. Kurt Batsel Base Neutral Extractables (8270C) - Appendix II SURROGATE PERCENT RECOVERY  


==SUMMARY==
==SUMMARY==
Water Nitrobenzene-d5 2-Fluorobiphenyl Terphenyl-d14 (35-114)(43-116)(33-141)ACL Sample#203344 84 51 59 203345 97 57 59 203346 107 82 64 203347 106 76 56*203348 104 76 50***Matrix Interference I A CL 1.....
__C......'E-'D__C-'H""""""E
__Y__
__LA-B__S__,......IN......Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356*e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Base Neutral Extractables (8270C)*Appendix II Sample 10:._---------
Matrix: Water Date Sampled:--....._--.Date Extracted:
06/30/2003 Date Analyzed: 07/01/2003 ACl Sample#: Blank Units: Analyst: RB Analyte Result PQl Analyte Result PQl Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylam inc)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7,12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10.zo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20 nzo(a)pyrene Sal 10 2,4-Dinitrotoluene Sal 10 Senzo(b)fluoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(9, h, i)perylene Sal 10 Diphenylamine Sal 10 Senzo(k)f1 uoranthen e Sal 10 Disulfoton Sal 10 Senzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Sis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexach lorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexachlorocyclopentadiene Sal 10 p-Chloroaniline Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10.ichlorobenzene Sal 10 3-Methylcholanthrene Sal 10 ichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 BQl=Below Quantitation Limit J=less than Quantttation Limit.Approximate Value PQl=Practical Quantitation Limit IACL I Phone: (770)409-1444 Fax: (770)409-1844 e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road'Suite 100*Atlanta, GA 30360 P.O.Sox 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Base Neutral Extractables (8270C)*Appendix II Sample 10:---.-------
ACl Sample#: Blank Analvte 1 A-Naphthoquinone 1-Naphthylamine 2-Naphthylamine 5-Nitro-o-toluidine 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Nitrobenzene N-Nitroso-di-n-butylamine N-Nitrosodiethylamine N-Nitrosodimethylamine N-Nitrosodiphenylamine N-Nitrosodipropylamine N-Nitrosomethylethylamine


N-N itrosopiperidine N-N itrosopyrrolidine Parathion Pentachlorobenzene Pentachloronitrobenzene Phenacetin
Water Nitrobenzene-d5    2-Fluorobiphenyl        Terphenyl-d14 (35-114)            (43-116)                (33-141)
ACL Sample #
203344                  84                  51                      59 203345                  97                  57                      59 203346                  107                82                      64 203347                  106                76                      56 203348                  104                76                      50
  ** Matrix Interference
 
IA CL                    1.....
Phone: (770) 409-1444 A_D_~_:4_N__C......'E-'D__C-'H""""""E__Y__L~'S-1:~'R-Y __LA-B__S__,......IN......C~.
3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844                                                                        P.O. Box 88610* Atlanta, GA 30356
* e-mail: acl@mindspring.com                                                                      www.advancedchemistrylabs.com Client:                Dextra Group                            Client Proj #:          Plant Vogtle/Burke County 4665 lower Roswell Road, #154            ACl Project #:          42522 Marietta, GA 30068-0000                  Date Received:          06/26/2003 Date Reported:          07/08/2003
 
==Contact:==
Mr. Kurt Batsel Base Neutral Extractables (8270C)
* Appendix II Sample 10:                  ._---------                              Matrix:                      Water Date Sampled: --.....                _--.
Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #:                    Blank      Units:  ~g/l            Analyst:                      RB Analyte                                            Result PQl      Analyte                                        Result        PQl Acenaphthene                                        Sal    10      Diethyl phthalate                                Sal            10 Acenaphthylene                                      Sal    10      Dimethoate                                      Sal            10 Acetophenone                                        Sal    10      Dimethyl phthalate                              Sal            10 2-Acetylaminofluorene                              Sal    20      p-(Dimethylam inc)azobenzene                    Sal            10 4-Aminobiphenyl                                    Sal    20      7,12-Dimethylbenz(a)anthracene                  Sal            10 Anthracene                                          Sal    10      3,3'-Dimethylbenzidine                          Sal            10
.zo(a)anthracene                                      Sal    10      m-Dinitrobenzene                                Sal          20 nzo(a)pyrene                                    Sal    10      2,4-Dinitrotoluene                              Sal            10 Senzo(b)fluoranthene                                Sal    10      2,6-Dinitrotoluene                              Sal            10 Senzo(9, h, i)perylene                              Sal    10      Diphenylamine                                    Sal            10 Senzo(k)f1 uoranthene                              Sal    10      Disulfoton                                      Sal            10 Senzyl alcohol                                      Sal    20      Ethyl methanesulfonate                          Sal            20 Sis(2-chloroethoxy)methane                          Sal    10      Famphur                                          Sal            20 Sis(2-chloroethyl)ether                            Sal    10      Fluoranthene                                    Sal            10 Sis(2-chloroisopropyl)ether                        Sal    10      Fluorene                                        Sal            10 Sis(2-ethylhexyl)phthalate                          Sal    10      Hexachlorobenzene                                Sal            10 4-Sromophenyl phenyl ether                          Sal    10      Hexach lorobutadiene                            Sal            10 Sutyl benzyl phthalate                              Sal    10      Hexachlorocyclopentadiene                        Sal            10 p-Chloroaniline                                    Sal    20      Hexachloroethane                                Sal            10 Chlorobenzilate                                    Sal    10      Hexachloropropene                                Sal            10 2-Chloronaphthalene                                Sal    10      Indeno(1,2,3-cd)pyrene                          Sal            10 4-Chlorophenyl phenyl ether                        Sal    10      Isodrin                                          Sal            20 Chrysene                                            Sal    10      Isophorone                                      Sal            10 Di-n-butyl phthalate                                Sal    10      Isosafrole                                      Sal            10 Di-n-octyl phthalate                                Sal    10      Kepone                                          Sal            20 Diallate                                            Sal    10      Malathion                                        Sal            50 Dibenz(a,h)anthracene                              Sal    10      Methapyrilene                                    Sal          100 Dibenzofuran                                        Sal    10      Methyl methanesulfonate                          Sal            10 1,2-Dichlorobenzene                                Sal    10      Methyl parathion                                Sal            10
.ichlorobenzene                                      Sal    10      3-Methylcholanthrene                            Sal            10 ichlorobenzene                              Sal    10      2-Methylnaphthalene                              Sal            10 3,3'-Dichlorobenzidine                              Sal    20      Naphthalene                                      Sal            10 BQl = Below Quantitation Limit J = less than Quantttation Limit. Approximate Value PQl = Practical Quantitation Limit


Phenanthrene p-Phenylenediam ine Phorate Pronamide Pyrene Safrole 1 ,2 A, 5-T etrach lora benzene Thionazin o-Toluidine 1 ,2A-Trichlorobenzene 0,0,0-Triethyl phosphorothioate 1,3,5-Trinitrobenzene BOl=Below Ouanlitalion Limit J=less than Ouanlitation Limit.Approximate Value POL=Practical Ouantitation Limit Units: Result Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal Sal j../g/L PQl 10 10 10 10 50 50 20 10 10 20 10 10 10 10 20 40 20 10 20 20 10 10 10 10 10 10 10 20 10 10 50 10 Matrix: Date Sampled: Date Extracted:
IACL                    I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.
Date Analyzed: Analyst: Water 06/30/2003 07/01/2003 RB**
3039 Amwiler Road' Suite 100* Atlanta, GA 30360 P.O. Sox 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com                                                              www.advancedchemistrylabs.com
***ADVANCED CHEMISTRY LABS, INC.SEMI-VOL GC/MS UNIT#4 BASE/NEUTRAL EXTRACT ABLES (8270C)WATER SEMI-VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date: 07-01-03 Matrix Spike-Sample No.: LCS063003 SPIKE SAMPLE MS MS.ac.ADDED CON CENTRA TION CONCENTRATION
* Client:                Dextra Group                                Client Proj #:    Plant Vogtle/Burke County 4665 Lower Roswell Road, #154              ACl Project #:    42522 Marietta, GA 30068-0000                    Date Received:    06/2612003 Date Reported:    07/08/2003
%LIMITS COMPOUND REC#REC.1,2,4-Trichlorobenzene 100 0 74 74.0 (39-98)Acenaphthene 100 0 101*101.0 (46-118)2,4-Dinitrotoluene 100 0 92 92.0 (24-96)Di-n-butvl phthalate 100 0 113 113.0 (11-117)Pvrene 100 0 112 112.0 (26-127)N-Nitrosodi-n-propvlamine 100 0 65 65.0 (41-116)1,4-Dichlorobenzene 100 0 66 66.0 (36-97)SPIKE MSD MSD ADDED CONCENTRATION
 
%%ac LIMITS COMPOUND REC#RPD#RPD REC.1 ,2,4-Trichlorobenzene 100 75 75.0 1.3 28 (39-98)Acenaphthene 100 95 95.0 6.1 31 1(46-118)2,4-Dinitrotoluene 100 92 92.0 0.0 38 (24-96)Di-n-butvl phthalate 100 99 99.0 13.2 40 (11-117)Pvrene 100 115 115.0 2.6 31 (26-127)N-Nitrosodi-n-propvlamine 100 71 71.0 8.8 38 (41-116)1,4-Dichlorobenzene 100 68 68.0 3.0 28 (36-97)#Column to be used to flag recovery and RPD values with an asterisk*Values outside of ac limits RPD: 0 out of 7 outside limits Spike Recovery: 0 out of 14 outside limits Comments:
==Contact:==
ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Mr. Kurt Batsel Base Neutral Extractables (8270C)
.....
* Appendix II Sample 10:                  ---.-------                                Matrix:            Water Date Sampled:
""!"GA......3-03-6-0-Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #:                    Blank      Units:  j../g/L          Analyst:            RB Analvte                                            Result PQl 1A-Naphthoquinone                                  Sal    10 1-Naphthylamine                                    Sal    10 2-Naphthylamine                                    Sal    10 5-Nitro-o-toluidine                                Sal    10 2-Nitroaniline                                      Sal    50 3-Nitroaniline                                      Sal    50 4-Nitroaniline                                      Sal    20 Nitrobenzene                                        Sal    10 N-Nitroso-di-n-butylamine                          Sal    10 N-Nitrosodiethylamine                              Sal    20 N-Nitrosodimethylamine                              Sal    10 N-Nitrosodiphenylamine                              Sal    10 N-Nitrosodipropylamine                              Sal    10 N-Nitrosomethylethylamine                          Sal    10 N-N itrosopiperidine                                Sal    20 N-Nitrosopyrrolidine                                Sal    40 Parathion                                          Sal    20 Pentachlorobenzene                                  Sal    10 Pentachloronitrobenzene                            Sal    20 Phenacetin                                          Sal    20 Phenanthrene                                       Sal    10 p-Phenylenediam ine                                 Sal    10 Phorate                                             Sal    10 Pronamide                                           Sal    10 Pyrene                                             Sal    10 Safrole                                             Sal    10 1,2 A, 5-Tetrachlorabenzene                        Sal    10 Thionazin                                           Sal    20 o-Toluidine                                         Sal    10 1,2A-Trichlorobenzene                               Sal    10 0,0,0- Triethyl phosphorothioate                   Sal    50 1,3,5-Trinitrobenzene                               Sal    10 BOl = Below Ouanlitalion Limit J = less than Ouanlitation Limit. Approximate Value POL = Practical Ouantitation Limit
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.KurtBatsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Pesticides/PCBs (8081A18082)*
* ADVANCED CHEMISTRY LABS, INC.
Appendix II SURROGATE PERCENT RECOVERY  
SEMI-VOL GC/MS UNIT # 4 BASE/NEUTRAL EXTRACTABLES (8270C)
WATER SEMI-VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date:               07-01-03 Matrix Spike - Sample No.:           LCS063003 SPIKE           SAMPLE             MS           MS.       ac.
ADDED         CONCENTRATION   CONCENTRATION        %     LIMITS COMPOUND                       (~q/L)          (~q/L)          (~q/L)      REC # REC.
1,2,4-Trichlorobenzene                   100               0               74         74.0   (39-98)
Acenaphthene                             100               0             101       *101.0   (46-118) 2,4-Dinitrotoluene                       100               0               92         92.0   (24-96)
Di-n-butvl phthalate                     100               0             113       113.0     (11-117)
Pvrene                                   100               0             112       112.0     (26-127)
N-Nitrosodi-n-propvlamine               100               0               65         65.0   (41-116) 1,4-Dichlorobenzene                     100               0               66         66.0   (36-97)
* COMPOUND 1,2,4-Trichlorobenzene Acenaphthene SPIKE ADDED
                                            ~q/L 100 100 MSD CONCENTRATION
                                                            ~q/L 75 95 MSD REC #
75.0 95.0 RPD #
1.3 6.1 ac RPD 28 31 LIMITS REC.
(39-98) 1(46-118) 2,4-Dinitrotoluene                       100               92       92.0       0.0     38   (24-96)
Di-n-butvl phthalate                     100               99       99.0       13.2     40   (11-117)
Pvrene                                   100             115       115.0       2.6     31   (26-127)
N-Nitrosodi-n-propvlamine                 100               71       71.0       8.8     38   (41-116) 1,4-Dichlorobenzene                       100               68       68.0       3.0     28   (36-97)
  # Column to be used to flag recovery and RPD values with an asterisk
* Values outside of ac limits RPD:           0 out of 7 outside limits Spike Recovery:             0 out of 14 outside limits Comments:
 
IACL                I                                  ADVANCED CHEMISTRY LABS, INC.
Phone: (770) 40~9--1-4-44---------------3""'0-39-A-m-w-il-er~R-o-ad- .....S-ui-te-1""!"00~*-A-t1-an-ta-. ""!"GA Fax: (770) 409-1844                                                       P.O. Box 88610* Atlanta, GA 30356
                                                                                                                  ......3-03-6      e-mail: acl@mindspring.com                                                   www.advancedchemistrylabs.com
* Client:             Dextra Group                         Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154         ACL Project #: 42522 Marietta, GA 30068-0000               Date Received: 06/2612003 Date Reported: 07/08/2003
 
==Contact:==
Mr. Kurt Batsel Pesticides/PCBs (8081A18082)* Appendix II SURROGATE PERCENT RECOVERY  


==SUMMARY==
==SUMMARY==
Water TCMX DCBP (30-130)(30-130)ACL Sample#203344 103 97 203345 55 82 203346 103 79 203347 51 66*203348 54 63***Matrix Interference I A CL 1__--------A-D-f/:-:4-N
 
____
Water TCMX               DCBP (30-130)           (30-130)
__Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Sox 88610*Atlanta, GA 30356 e i e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Pesticides/PCBs (BOB1A1BOB2)
ACL Sample #
*Appendix II Sample 10: ACL Sample#: Blank Units: IJg/L Analyte Result PQl Aldrin Sal 0.05 Arochlor-1016 Sal 0.50 Arochlor-1221 Sal 0.50 Arochlor-1232 Sal 0.50 Arochlor-1242 Sal 0.50 Arochlor-1248 Sal 0.50.hlor-1254 Sal 0.50 chlor-1260 Sal 0.50 a-SHC Sal 0.05 b-SHC Sal 0.05 d-SHC Sal 0.05 g-SHC Sal 0.05 Chlordane Sal 0.10 4,4'-DDD Sal 0.05 4,4'-DDE Sal 0.05 4,4'-DDT Sal 0.05 Dieldrin Sal 0.05 Endosulfan I Sal 0.05 Endosulfan II Sal 0.05 Endosulfan sulfate Sal 0.05 Endrin Sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor Sal 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00*BOl=Below Ouantitation Limit J=less than Ouantitation Limit, Approximate Value POL=Practical Ouantitation Limit Matrix: Date Sampled: Date Extracted:
203344                 103                 97 203345                   55                 82 203346                 103                 79 203347                   51                 66 203348                   54                 63
Date Analyzed: Analyst: Water 06/27/2003 06/28/2003 TM Advanced Chemistry Labs Pesticides Spike/Spike Dup.Report(EPA Method 608/SW-B46 Method BOB1A)Instrument 10: HP5890A-ECD Column: RTx-CLP-1J 30m, O.5IJm, O.53mm ACL#: Matrix: Extraction Date: Analysis Date: Initial Volume: Ftnal Volume: Dilution Factor: Unit: LCSW062703 WATER 6/27/03 6/27/03 1000.0 mt 1 mt 1 J.lg/L or ppb Pesticide R.T.Area Actual%Rec.Conc.R.T.Area Actual%Rec.Sample%D MS MS**'MS MS MSDMSDMSD MSD Conc.(RPD)TCMX(SS#1) 6.346 9489660.33967.86%
  ** Matrix Interference
0.500 6.346_S25789 0.331 66.20%0.000 2.47%<a-SHe 8.023 14953910.34268.41%
 
0.500 8.025 1421049 0.325 65.01%0.000 5.10%g-SHC (Lindane)9.161 1359020 0.341 68.21%0.500 9.163 1308525 0.328 65.68%0.000 3.79%b-SHC 9.426 682185 0.366 73.12%,/0.500 9.429 676824 0.363*72.55%0.000 0.79%d-SHC 10.469 1286279 0.344 68.84%0.500 10.471 1275264 0.341 68.25%0.000 0.86%" Heptachlor 10.706 1109976 0.416 83.19%0.500 10.707 1066331 0.400 79.92%0.000 4.01%Aldrin 11.902 1260149 0.356 71.16%0.500 11".905 1224743 0.346 69.16%0.000 2.85%Heptachlor Epoxide 14.067 1125061 0.347 69.41%0.500 14.070 1097671 0.339 67.72%0.000 2.46%a-Endo5ulfan I 15.567 994297 0.344 68.82%0.500 15.570 995525 0.345 68.90%0.000 0.12%DDE 16.014 1050822 0.374 74.87%0.500 16.016 1044180 0.372 74.39%0.000 0.63%Dieldrin 16.610 9854940.32865.53%
IA CL                                                                       c~'E_'D-C-'H~E-'M~L~S-1:~'R-Y
0.500 16.612 972492 0.323 64.67%0.000 1.33%Endrin 17.756 944679 0.358 71.53%0.500 17.758 935711 0.354 70.85%0.000 0.95%, DDD 18.213 788767 0.386 77.25%0.500 18.215 785595 0.385 76.94%0.000 0.40%, b-Endo5ulfan
_                      LA-B~S-,-INC~.
" 18.559 848042 0.329 65.86%0.500 18.561 849698 0.330 65.98%0.000 0.20%DDT 19.379 731680 0.385 76.99%0.500 19.381 728943 0.384 76.70%0.000 0.37%Endrin Aldehyde 19.816 632493 0.379 75.76%0.500 19.816 653310 0.391 78.26%0.000 3.24%Endosulfan Sulfate 20.845 730942 69.11%0.500 20.847 739305 0.349 69.90%0.000 1.14%Methoxychlor 21.931 354558 0.367 73.48%0.500 21.932 355923 0.369 73.76%0.000 0.38%Mirex 22.726 814231 0.357 71.48%0.500 22.727 803603 0.353 70.54%0.000 1.31%Endrin Ketone 22.866 919475 0.364 72.80%0.500 22.866 930363 0.368 73.66%0.000 1.18%DCSP(SS#2) 29.164 906948 0.362 72.36%0.500 29.167 892648 0.356 71.22%0.000 1.59%*
e 1__--------A-D-f/:-:4-N                           __                              __
I ACL I Phone: (770)409-1444 Fax: (770)409-1844*e-mail: acl@mindspring.com ADVANCED CHEMISTRY LABS, INC.3039 Amwiler Road*Suite 100*Atlanta, GA 30360 P.O.Box 88610*Atlanta, GA 30356 www.advancedchemistrylabs.com Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACL Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Chlorinated Herbicides (8151A)-Appendix II SURROGATE PERCENT RECOVERY  
Phone: (770) 409-1444                                               3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844                                                                 P.O. Sox 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com                                                             www.advancedchemistrylabs.com i
Client:                 Dextra Group                             Client Proj #:      Plant Vogtle/Burke County 4665 Lower Roswell Road, #154             ACl Project #:      42522 Marietta, GA 30068-0000                   Date Received:       06/26/2003 Date Reported:      07/08/2003
 
==Contact:==
Mr. Kurt Batsel Pesticides/PCBs (BOB1A1BOB2)
* Appendix II Sample 10:                                                           Matrix:              Water Date Sampled:
Date Extracted: 06/27/2003 Date Analyzed: 06/28/2003 ACL Sample #:                   Blank       Units: IJg/L           Analyst:              TM Analyte                                           Result PQl Aldrin                                             Sal   0.05 Arochlor-1016                                       Sal   0.50 Arochlor-1221                                       Sal   0.50 Arochlor-1232                                       Sal   0.50 Arochlor-1242                                       Sal   0.50 Arochlor-1248                                       Sal   0.50
.hlor-1254                                           Sal   0.50 chlor-1260                                     Sal   0.50 a-SHC                                               Sal   0.05 b-SHC                                               Sal   0.05 d-SHC                                               Sal   0.05 g-SHC                                               Sal   0.05 Chlordane                                           Sal   0.10 4,4'-DDD                                           Sal   0.05 4,4'-DDE                                           Sal   0.05 4,4'-DDT                                           Sal   0.05 Dieldrin                                           Sal   0.05 Endosulfan I                                       Sal   0.05 Endosulfan II                                       Sal   0.05 Endosulfan sulfate                                 Sal   0.05 Endrin                                             Sal   0.05 Endrin aldehyde                                     Sal   0.05 Heptachlor                                         Sal   0.05 Heptachlor epoxide                                 Sal   0.05 Methoxychlor                                       Sal   0.05 Toxaphene                                           Sal   2.00 BOl = Below Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantitation Limit
 
Advanced Chemistry Labs Pesticides Spike/Spike Dup. Report(EPA Method 608/ SW-B46 Method BOB1A)
Instrument 10:           HP5890A-ECD Column: RTx-CLP-1J 30m, O.5IJm, O.53mm ACL #:           LCSW062703 Matrix:             WATER Extraction Date:                 6/27/03 Analysis Date:                 6/27/03 Initial Volume:                 1000.0 mt Ftnal Volume:                       1  mt Dilution Factor:                     1 Unit:         J.lg/L or ppb Pesticide        R.T. Area     Actual   % Rec.       Conc. R.T. Area   Actual   % Rec. Sample   %D MS     MS**'       MS       MS                   MSD     MSD      MSD      MSD    Conc. (RPD)
TCMX(SS#1)       6.346 948966      0.339    67.86%       0.500   6.346  _S25789    0.331   66.20%   0.000 2.47%
a-SHe         8.023 1495391      0.342    68.41%       0.500   8.025 1421049   0.325   65.01%     0.000 5.10%
g-SHC (Lindane)     9.161 1359020       0.341   68.21%       0.500   9.163 1308525   0.328   65.68%   0.000 3.79%
b-SHC         9.426 682185     0.366   73.12% ,/     0.500   9.429   676824   0.363
* 72.55%   0.000 0.79%
d-SHC         10.469 1286279     0.344   68.84%       0.500   10.471 1275264   0.341   68.25%   0.000 0.86%
Heptachlor     10.706 1109976     0.416   83.19%       0.500   10.707 1066331   0.400   79.92%   0.000 4.01%
Aldrin       11.902 1260149     0.356   71.16%       0.500   11".905 1224743   0.346   69.16%   0.000 2.85%
Heptachlor Epoxide 14.067 1125061     0.347   69.41%       0.500   14.070 1097671   0.339   67.72%   0.000 2.46%
a-Endo5ulfan I   15.567 994297       0.344   68.82%   ~
0.500   15.570 995525   0.345   68.90%   0.000 0.12%
DDE         16.014 1050822     0.374   74.87%       0.500   16.016 1044180   0.372   74.39%   0.000 0.63%
Dieldrin     16.610 985494      0.328    65.53%       0.500   16.612 972492   0.323   64.67%   0.000 1.33%
Endrin       17.756 944679       0.358   71.53%       0.500   17.758 935711   0.354   70.85%   0.000 0.95%
DDD         18.213 788767     , 0.386   77.25%       0.500   18.215 785595   0.385   76.94%   0.000 0.40%
b-Endo5ulfan "   18.559 848042       0.329   65.86%       0.500   18.561   849698   0.330   65.98%   0.000 0.20%
DDT         19.379 731680       0.385   76.99%       0.500   19.381   728943   0.384   76.70%   0.000 0.37%
Endrin Aldehyde   19.816 632493       0.379   75.76%       0.500   19.816   653310   0.391   78.26%   0.000 3.24%
Endosulfan Sulfate 20.845 730942       0.3~~    69.11%       0.500   20.847   739305   0.349   69.90%   0.000 1.14%
Methoxychlor   21.931 354558       0.367   73.48%       0.500   21.932   355923   0.369   73.76%   0.000 0.38%
Mirex       22.726 814231       0.357   71.48%       0.500   22.727   803603   0.353   70.54%   0.000 1.31%
Endrin Ketone   22.866 919475     0.364     72.80%       0.500   22.866   930363   0.368   73.66%   0.000 1.18%
DCSP(SS#2)     29.164 906948     0.362     72.36%       0.500   29.167   892648   0.356   71.22%   0.000 1.59%
 
IACL I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.
3039 Amwiler Road* Suite 100
* Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356
* e-mail: acl@mindspring.com                                                  www.advancedchemistrylabs.com Client:             Dextra Group                     Client Proj #:    Plant Vogtle/Burke County 4665 Lower Roswell Road, #154     ACL Project #:    42522 Marietta, GA 30068-0000           Date Received:   06/26/2003 Date Reported:    07/08/2003
 
==Contact:==
Mr. Kurt Batsel Chlorinated Herbicides (8151A) - Appendix II SURROGATE PERCENT RECOVERY  


==SUMMARY==
==SUMMARY==
Water oeAA (30-130)ACL Sample#203344 70 203345 64 203346 85*203347 71 203348 60***Matrix Interference ADVANCED CHEMISTRY LABS, INC.IACL I Phone: (770)
Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154Marietta,GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/2612003 07/08/2003 Chlorinated Herbicides (8151A)*Appendix II Sample 10: ACl Sample#: Blank Units: jJg/L Analvte Result PQl 2,4-0 Sal 1.0 Oinoseb Sal 1.0 2,4,5-TP (Silvex)Sal 1.0 2,4,5-T Sal 1.0 BOl=Below Ouanlitation Limit J=less than Ouantitation Limit, Approximate Value POL=Practical Ouantilation Limit Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 07/01/2003 07101/2003 TM**
Advanced Chemistry Labs*Herbicides Spike Report EPA Method 615/SW-846 Methods 8150,8151,8151A Instrument 10: HP5890A-ECD Colu,mn: RTx-CLPII, 30m, OA2fJm, O.53mm ACL#: Matrix: Extraction Date: Analysis Date: Initial Volume: Final Volume: Dilution Factor: Unit: LCSW070103 WATER 7/1/03 7/1/03 1000 4 1 fJg/L or ppb ml ml*Herbicide Spike I R.T.I Area-I Spike Cone.I Actual I%Recovery Range RPD OCAA(SS)21,072 1102589 16,000 11,897 74,36%30-150 0.61%2,4-0 23,719 568302 4,000 4,441 111,03%30-150 2.63%Silvex 25,053 515784 0.800 0,722 90.25%30-150 1,06%2,4,5-T , 25.665 431667 0.800 0,478 59.81%30-150 0.07%Oinoseb 26.740 1850030.800 0,333 41.64%10-150 3.17%Herbicide Spike Dup.I R.T.I Area I Spike Cone.I Actual I%Recovery Range Cone.OCAA(SS)21.065 1109350 16.000 11,970 74,81%30-150 0,000 2,4-0 23.711 583420 4.000 4,559 113.98%30-150 0.000 Silvex 25.048 521280 0,800 0.730 91.22%30-150 0,000 2,4,5-T 25.657 431969 0,800 0,479 59,85%30-150 0,000 Oinoseb 26.737 190960 0.800 0,344 42.98%10-150 0,000..."Herb, CalculatIOn based on curve prep.on 5/7/03*
I A CL
__
__
Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 Lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.Kurt Batsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003 07/08/2003 Appendix II Metals (6010B/7470A/7841)
Sample ID: ACL Sample#: Blank Units: mg/L Analyte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium Sal 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Mercury Sal 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 BQl=Below Ouantitation Limit J=less than Ouantitation Limit, Approximate Value POL=Practical limit Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/27/2003 SW/AD**
***ADVANCED CHEMISTRY LABS, INC.Appendix II Metals Water Matrix Spike for Method (6010B/7470A)
Sample 10-_--_--_--_---
_ACL Sample Number L_C_S_SPIKE SAMPLE MATRIX SPIKEMSMS ADDED RESULT RESULT REC RANGE COMPOUND (mg/L)(mg/L)(mg/L)(%)(%)Antimony 0.040 0.000 0.039 97 75--125 Arsenic 0.100 0.000 0.110 110 75--125 Barium 1.000 0.000 0.947 95 75--125 Beryllium 0.100 0.000 0.112 112 75--125 Cadmium 0.025 0.000 0.027 107 75--125 Chromium 0.100 0.000 0.110 110 75--125 Cobalt 0.100 0.000 0.109 109 75--125 Copper 0.100 0.000 0.109 109 75--125 Lead 0.100 0.000.0.106 106 75--125 Mercury 0.0020 0.000 0.0021 103 75--125 Nickel 0.100 0.000 0.108 108 75--125 Selenium 0.025 0.000 0.025 100 75--125 Silver 0.020 0.000 0.019 94 75--125 Thallium 0.040 0.000 0.039 97 75--125 Tin 0.200 0.000 0.213 106 75--125 Vanadium 0.250 0.000 0.269 108 75--125 Zinc 0.100 0.000 0.113 113 75--125 Comment:
I A CLA_D_VA_N_C_'E_'D_C
......
Y_L_A_B_S_, I__N_C_" Phone: (770)409-1444 3039 Amwiler Road*Suite 100*Atlanta, GA 30360 Fax: (770)409-1844 P.O.Box 88610*Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
*Client: Contact: Dextra Group 4665 lower Roswell Road,#154 Marietta, GA 30068-0000 Mr.KurtBatsel Client Proj#: ACl Project#: Date Received: Date Reported: Plant Vogtle/Burke County 42522 06/26/2003
*07/08/2003 Appendix I Metals (60108/7841)
Sample 10: ACl Sample#: Blank Units: mg/l Analyte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium Sal 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Vanadium Sal 0.050 Zinc Sal 0.020 BOL=Below Quantitation Limit J=Less than Ouantitation Limit, Approximate Value POL=Practical Quantitation Limit Matrix: Date Sampled: Date Extracted:
Date Analyzed: Analyst: Water 06/27/2003 SW/AD**
*Sample 10: ADVANCED CHEMISTRY LABS, INC.Appendix I Metals Water Matrix Spike for Method (6010B/7841)
GWC-11/MW-13 ACL Sample Number:__
__SPIKE SAMPLE MATRIX SPIKE MS MS ADDED RESULT RESULT REC RANGE COMPOUND (mg/L)(mg/L)(mg/L)(%)(%)Antimony 0.040 0.000 0.040 99 75--125 Arsenic 0.100 0.000 0.111 111 75--125 Barium 1.000 0.011 0.992 98 75--125 Beryllium 0.100 0.000 0.112 112 75--125 Cadmium 0.025 0.000 0.027 109 75--125 Chromium 0.100 0.000 0.111 111 75--125 Cobalt 0.100 0.000 0.106 106 75--125 Copper 0.100 0.000 0.109 109 75--125 Lead 0.100 0.000 0.108 108 75--125 Nickel 0.100 0.000 0.105 105 75--125 Selenium 0.025 0.000 0.025 101 75--125 Silver 0.020 0.000 0.019 97 75--125 Thallium 0.040 0.000 0.037 93 75--125 Vanadium 0.250 0.000 0.272 109 75--125 Zinc 0.100 0.029 0.121 92 75--125*Comment:
I A CL 3039 Amwiler Road*Suite 100*Atlanta, GA 30360.P.O.Box 88610*Atlanta, GA 30356.(770)409-1444*Fax (770)409-1844 Special Handling ACL Contact 1 Quote#------1 Remarks ANALYSIS REQUEST CHAIN-OF CUSTODY RECORD AND ANALYSIS REQUEST ft.,,1i(-e3
"'ID i'2 z..I(i/'.lJ'}cJ'1'Ci i 2.Z.t 2 2 I l{{(ACL Project#: Site location: 1_*l-U"v-+-<8 ur Ie.
Client Project: (#)(Name)Dii.J.r ojSamplerName (Print): PAr ,'(,.4 L Matrix Method Sampling Field Preserved...Sample QJ c'iii"0 10 c QJ Gi Cl:J...QJ...Q)Q)0"0"0 QJ C GI....E ()'5...:J 0 r.0 GI 0 5 ctl...=It: lI)<<iii 0...0:r:.2 z 0 i=i/
2 Special Reporting Requirements FaxO!3emarks: GWC--/'3/MW-15 D1,D'L'"CII':;\-"TiCs-TAT"9F-'/'v rr'Priority (24 hr)0 Ii5UT N1>T tlS'T*Rush (48 hr)0 1-(72 hr)0 lab Use Only: Cooler Temp.
tt.-d-J I QAlQC Level nc...L"'1.0 if'J 0 C Level10 Level20 Other 0 RelinqUished by Sampler: Date Time Received by: CUSTODY Relinquished by:J..I/6J-L RECO.rl-.ee-....Relinquished by: Time (/00 Time Received by: Received y Waybill#
***ApPENDIXB-STATISTICAL ANALYSES
***LANDFILL#2
*SNC Plant Vogtle Landfill#2 Shapiro-Wilks Test of Normality Parameter:
Zinc All Wells Nonnality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL K=9;Samples=18 Sum of b values=0.0307361 Sample Standard Deviation=0.0107113 W Statistic=0.484355 5%Critical value of 0.897 exceeds 0.484355 Evidence of non-normality at 95%level of significance1%Critical value of 0.858 exceeds 0.484355 Evidence of non-normality at 99%level of significance
**i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 x(i)0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.029 0.034 0.047 x(n-i+1)0.047 0.034 0.029 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 x{n-1+1)-x{i)0.037 0.024 0.019 o o o o o o o o o o o o-0.019-0.024-0.037 a{n-i+1)0.4886 0.3253 0.2553 0.2027 0.1587 0.1197 0.0837 0.0496 0.0163 b(i)0.0180782 0.0078072 0.0048507 o o o o o o Page 1 SNC Plant Vogtle Landfill#2*Kruskal-Wallis Non-Parametric Test Parameter:
Zinc Original Data (Not Transformed)
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD Date Result Rank GWA-2IMW-2 7130/2002 BQLO.01 8 9/24/2002 BQLO.01 8 1012112002 BQLO.01 8 1214/2002 BQLO.01 8 612512003 BQLO.01 8 Rank Sum=40 Rank Mean=8 Background Rank Sum=40 Background Rank Mean=8 Compliance Wells WelllD Date Result Rank GWB-4/MW-4 7/3012002 BQLO.01 8 912412002 BQLO.01 8 10/2112002 BQLO.01 8*12/412002-BQLO.01 8 6/2512003 BQLO.01 8 Rank Sum=40 Rank Mean=8 GWC-11/MW-117/3012002 0.034 17 9/2412002 BQLO.01 8 10121/2002 BQLO.01 8 12/412002 BQLO.01 8 6/2512003 0.029 16 Rank Sum=57 Rank Mean=11.4 GWC-3/MW-3 7/3012002 BQLO.01 8 9124/2002 BQLO.01 8 12/412002 0.047 18 Rank Sum=34 Rank Mean=11.3333*Calculation Results: Kruskal-Wallis H Statistic=1.77661 Kruskal-Wallis H Statistic (adjusted for tied non-detects)
=4.20913 95%Confidence comparison value is 7.81472 at 3 degrees offreedom 1.77661<7.81472 indicating no significant group difference at 5%significance level 4.20913<7.81472 indicating no significant group difference at 5%significance level when adjusted for ties Page 1
***LANDFILL#3
*SNC Plant Vogtle Landfill#3 Shapiro-Wilks Test of Normality Parameter:
Barium All Wells Nonnality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL K=15;Samples=30*i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 x(i)0.005 0.005 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.015 0.018 0.02 0.0295 0.036 0.051 0.064 0.068 0.077 0.082 0.083 0.085 0.0935 0.106 x(n-i+1)0.106 0.0935 0.085 0.083 0.082 0.077 0.068 0.064 0.051 0.036 0.0295 0.02 0.018 0.015 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.005 0.005 x(n-1+1)-x(i)0.101 0.0885 0.075 0.073 0.072 0.067 0.058 0.054 0.041 0.026 0.0195 0.01 0.008 0.005 o o-0.005-0.008-0.01-0.0195-0.026-0.041
-0.054-0.058
-0.067-0.072-0.073-0.075-0.0885-0.101 a(n-i+1)0.4254 0.3944 0.2487 0.2148 0.187 0.163 0.1415 0.1219 0.1036 0.0862 0.0697 0.0537 0.0381 0.0227 0.0076 b(i)0.0429654 0.0349044 0.0186525 0.0156804 0.013464 0.010921 0.008207


==0.0 065826==
Water oeAA (30-130)
0.0042476 0.0022412 0.00135915
ACL Sample #
203344                  70 203345                  64 203346                  85 203347                  71 203348                  60
*  ** Matrix Interference
 
IACL                    I                                      ADVANCED CHEMISTRY LABS, INC.
Phone: (770) 40~9~-1~4~44~---------------~30~3~9~A~m-w~il~er~R=-o-a~d-*~S~ui~te-1~0~0-* ~At~la-n~ta-,'=G~A~3~0~36~0~
Fax: (770) 409-1844                                                                P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com                                                            www.advancedchemistrylabs.com*
Client:                Dextra Group                              Client Proj #:    Plant Vogtle/Burke County 4665 Lower Roswell Road, #154            ACl Project #:    42522 Marietta, GA 30068-0000                  Date Received:    06/2612003 Date Reported:    07/08/2003
 
==Contact:==
Mr. Kurt Batsel Chlorinated Herbicides (8151A)
* Appendix II Sample 10:                                                            Matrix:            Water Date Sampled:
Date Extracted: 07/01/2003 Date Analyzed: 07101/2003 ACl Sample #:                    Blank      Units:  jJg/L          Analyst:          TM Analvte                                            Result PQl 2,4-0                                                Sal    1.0 Oinoseb                                            Sal    1.0 2,4,5-TP (Silvex)                                  Sal    1.0 2,4,5-T                                            Sal    1.0 BOl = Below Ouanlitation Limit J = less than Ouantitation Limit, Approximate Value POL =Practical Ouantilation Limit
 
Advanced Chemistry Labs
* Herbicides Spike Report EPA Method 615/SW-846 Methods 8150,8151,8151A Instrument 10:            HP5890A-ECD Colu,mn: RTx-CLPII, 30m, OA2fJm, O.53mm ACL#:              LCSW070103 Matrix:              WATER Extraction Date:                  7/1/03 Analysis Date:                  7/1/03 Initial Volume:                  1000      ml Final Volume:                    4        ml Dilution Factor:                    1 Unit:            fJg/L or ppb Herbicide Spike            I  R.T. I              Area    - ISpike Cone. I Actual I % Recovery Range  RPD OCAA(SS)                21,072                1102589          16,000    11,897      74,36%  30-150 0.61%
2,4-0                23,719                  568302          4,000      4,441    111,03%  30-150 2.63%
Silvex                25,053                  515784          0.800      0,722      90.25%  30-150 1,06%
2,4,5-T                25.665                431667            0.800      0,478      59.81%  30-150 0.07%
Oinoseb                26.740                  185003                      0,333    41.64%  10-150 3.17%
                                                                      ~
0.800 Herbicide Spike Dup.          I  R.T. I              Area      ISpike Cone. I Actual I % Recovery Range  Cone.
OCAA(SS)                21.065                1109350          16.000    11,970    74,81%  30-150 0,000 2,4-0                23.711                583420          4.000      4,559    113.98%  30-150 0.000 Silvex                25.048                521280          0,800      0.730    91.22%  30-150 0,000 2,4,5-T                25.657                431969          0,800      0,479    59,85%  30-150 0,000 Oinoseb                26.737          ...
190960          0.800      0,344    42.98%  10-150 0,000 "Herb, CalculatIOn based on curve prep. on    5/7/03
 
IA CL I~
Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_VA_N_C~'E__'D_C~'H_E_M~IS_T__'R~Y_L_A_B~S_,I~N_C_.
3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610
* Atlanta, GA 30356 e-mail: acl@mindspring.com                                                              www.advancedchemistrylabs.com
* Client:                Dextra Group                              Client Proj #:    Plant Vogtle/Burke County 4665 Lower Roswell Road, #154              ACl Project #:    42522 Marietta, GA 30068-0000                    Date Received:    06/26/2003 Date Reported:    07/08/2003
 
==Contact:==
Mr. Kurt Batsel Appendix II Metals (6010B/7470A/7841)
Sample ID:                                                            Matrix:            Water Date Sampled:
Date Extracted:
Date Analyzed: 06/27/2003 ACL Sample #:                    Blank      Units:  mg/L            Analyst:            SW/AD Analyte                                            Result  PQl Antimony                                            Sal    0.006 Arsenic                                            Sal    0.010 Sarium                                              Sal    0.020 Seryllium                                          Sal    0.004 Cadmium                                            Sal  0.005 Chromium                                            Sal    0.020 Cobalt                                              Sal  0.050 Copper                                              Sal    0.020 lead                                                Sal    0.010 Mercury                                            Sal  0.0005 Nickel                                              Sal    0.020 Selenium                                            Sal    0.040 Silver                                              Sal    0.010 Thallium                                            Sal    0.002 Tin                                                Sal    0.025 Vanadium                                            Sal    0.050 Zinc                                                Sal    0.020 BQl = Below Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouant~ation limit
* ADVANCED CHEMISTRY LABS, INC.
Appendix II Metals Water Matrix Spike for Method (6010B/7470A)
Sample 10 -_--_--_--_---  _
ACL Sample Number    L_C_S        _
SPIKE          SAMPLE      MATRIX SPIKE  MS    MS ADDED            RESULT          RESULT    REC  RANGE COMPOUND            (mg/L)          (mg/L)          (mg/L)  (%)    (%)
Antimony            0.040            0.000          0.039    97  75--125 Arsenic            0.100            0.000          0.110  110  75--125 Barium            1.000            0.000          0.947    95  75--125 Beryllium          0.100            0.000          0.112  112  75--125 Cadmium            0.025            0.000          0.027  107  75--125 Chromium            0.100            0.000          0.110  110  75--125 Cobalt            0.100            0.000          0.109  109  75--125 Copper            0.100            0.000          0.109  109  75--125 Lead              0.100            0.000 .        0.106  106  75--125 Mercury          0.0020            0.000          0.0021    103 75--125 Nickel            0.100            0.000          0.108    108 75--125 Selenium            0.025            0.000          0.025    100 75--125 Silver            0.020            0.000          0.019    94  75--125 Thallium          0.040            0.000          0.039    97  75--125 Tin              0.200            0.000          0.213    106 75--125 Vanadium            0.250            0.000          0.269    108 75--125 Zinc            0.100            0.000          0.113    113 75--125 Comment:
 
IA CL I~
Phone: (770) 409-1444
                                                                                          'H_E_M~IS_T_'R Y_L_A_B_S_,I_N_ _C_"
A_D_VA_N_C_'E_'D_C......
3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844                                                                  P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com                                                              www.advancedchemistrylabs.com
* Client:                Dextra Group                              Client Proj #:      Plant Vogtle/Burke County 4665 lower Roswell Road, #154              ACl Project #:      42522 Marietta, GA 30068-0000                    Date Received:      06/26/2003 Date Reported:    *07/08/2003
 
==Contact:==
Mr. Kurt Batsel Appendix I Metals (60108/7841)
Sample 10:                                                            Matrix:              Water Date Sampled:
Date Extracted:
Date Analyzed: 06/27/2003 ACl Sample #:                    Blank      Units:  mg/l            Analyst:            SW/AD Analyte                                            Result PQl Antimony                                            Sal  0.006 Arsenic                                              Sal  0.010 Sarium                                              Sal  0.020 Seryllium                                          Sal  0.004 Cadmium                                              Sal  0.005 Chromium                                            Sal  0.020 Cobalt                                              Sal  0.050 Copper                                              Sal  0.020 lead                                                Sal  0.010 Nickel                                              Sal  0.020 Selenium                                            Sal  0.040 Silver                                              Sal  0.010 Thallium                                            Sal  0.002 Vanadium                                            Sal  0.050 Zinc                                                Sal  0.020 BOL = Below Quantitation Limit J = Less than Ouantitation Limit, Approximate Value
    =
POL Practical Quantitation Limit
* ADVANCED CHEMISTRY LABS, INC.
Appendix I Metals Water Matrix Spike for Method (6010B/7841)
Sample 10:    GWC-11/MW-13 ACL Sample Number : _ _~2;;;.,;0....;;.3..:..35;;...4:..-_ _
SPIKE                    SAMPLE      MATRIX SPIKE  MS    MS ADDED                    RESULT        RESULT    REC RANGE COMPOUND                          (mg/L)                    (mg/L)        (mg/L)    (%)  (%)
Antimony                          0.040                    0.000        0.040    99 75--125 Arsenic                          0.100                    0.000        0.111    111 75--125 Barium                            1.000                    0.011        0.992    98 75--125 Beryllium                          0.100                    0.000        0.112    112 75--125 Cadmium                            0.025                    0.000        0.027    109 75--125 Chromium                            0.100                    0.000        0.111    111 75--125 Cobalt                            0.100                    0.000        0.106    106 75--125 Copper                            0.100                    0.000        0.109    109 75--125 Lead                            0.100                    0.000        0.108    108 75--125 Nickel                          0.100                    0.000        0.105    105 75--125 Selenium                          0.025                    0.000        0.025    101 75--125 Silver                          0.020                    0.000        0.019    97 75--125 Thallium                          0.040                    0.000        0.037    93 75--125 Vanadium                            0.250                    0.000        0.272    109 75--125 Zinc                            0.100                    0.029        0.121    92 75--125 Comment:
 
IA CL I~~~~~~~~~~A~D~V:~~~N~C~E.:::;D~C~H~E~M:.:.;/~S~TR~Y~L~A:.=B~S~!~/N~C.
3039 Amwiler Road* Suite 100* Atlanta, GA 30360. P. O. Box 88610* Atlanta, GA 30356. (770) 409-1444* Fax (770) 409-1844 CHAIN-OF CUSTODY RECORD AND ANALYSIS REQUEST Site location:      1_*l- U"v -+- <                                                                    ANALYSIS REQUEST 8 ur Ie. ~ C~".."..L Client Project: (#)
(Name)      Dii.J.r oj Sampler Name (Print):
PAr ,'(,.4 L"~,,
Method Matrix                Preserved                    Sampling Field              ...
QJ Sample              c
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QJ 0                      "0 E
5 "0        QJ                            GI 0
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                                        '5            0  r.                                    ctl
                                  ~        <<
:J                              0 z
GI
                              =It:      lI)      iii  0... 0 :r:            .2                0            i=                                                                                      Remarks i/                                                                    ,\CI1~
2 ft.,,1i(-e3 "'ID        i    '2  z..                                    I  (
i/        '.lJ'}cJ'1'Ci          i    2. Z.      t 2 2 I l { { (
                                                                        !3emarks:
                                                                        "9F-GWC--                  /'3/MW-15
                                                                                                                  '/ '
D1,D'L'"CII':;\-"TiCs-v r ~          r' TAT Priority (24 hr) 0 Special Handling ACL Contact          1 S~mf''-~                      f'~VIO(f.[;> Ii5UT N1>T tlS'T Rush (48 hr) 0 1-                                                                -+~O~;&_...M.lO==_=:<::.;..,.:.....-..:'P.~~...:.P\;:.;;5::.;:::S~'P~&#xa3;::;,;.I!;;;;...;~:..,.:.:t;::-~'
                                                                                                                                                                    ~.,....,~P.~~I!.}ush(72 hr) 0    Quote # - - - - - - 1 Special Reporting Requirements tt nc....- d-lab Use Only:                                                          Cooler Temp.                ,~~o~r~m~a~1 _~0=.L~p;"O~.:.-..-======_I
                                                                                                                ~                                  JI                                              QAlQC Level L"'1.0 FaxO                                                                  ACL Project #:                if' J                                                        0 C          Level 1 0    Level 2 0 Other 0 RelinqUished by Sampler:                                                                      Date                  Time          Received by:
CUSTODY          Relinquished by:J..I /        6J-L                                                                                  Time          Received by:
RECO.
Relinquished by :
rl-.ee-      ~. .                                                                              (/00 Time          Received y Waybill #
 
ApPENDIX B - STATISTICAL ANALYSES
 
LANDFILL #2
 
SNC Plant Vogtle Landfill #2 Shapiro-Wilks Test of Normality Parameter: Zinc All Wells Nonnality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL
    =
K 9; Samples 18  =
i                x(i)            x(n-i+1)          x{n-1 +1 )-x{i) a{n-i+1) b(i) 1                0.01            0.047            0.037          0.4886  0.0180782 2                0.01            0.034            0.024          0.3253  0.0078072 3                0.01            0.029            0.019          0.2553  0.0048507 4                0.01            0.01              o              0.2027  o 5                0.01            0.01              o              0.1587  o 6                0.01            0.01              o              0.1197  o 7                0.01            0.01              o              0.0837  o 8                0.01            0.01              o              0.0496  o 9                0.01            0.01              o              0.0163  o 10              0.01            0.01              o 11              0.01            0.01              o 12              0.01            0.01              o 13              0.01            0.01              o 14              0.01            0.01              o 15              0.01            0.01              o 16              0.029          0.01              -0.019 17              0.034          0.01              -0.024 18              0.047          0.01              -0.037
                  =
Sum of b values 0.0307361 Sample Standard Deviation = 0.0107113 W Statistic = 0.484355 5% Critical value of 0.897 exceeds 0.484355 Evidence of non-normality at 95% level of significance 1% Critical value of 0.858 exceeds 0.484355 Evidence of non-normality at 99% level of significance
* Page 1
 
SNC Plant Vogtle Landfill #2 Kruskal-Wallis Non-Parametric Test Parameter: Zinc Original Data (Not Transformed)
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD          Date              Result          Rank GWA-2IMW-2      7130/2002        BQLO.01          8 9/24/2002          BQLO.01          8 1012112002        BQLO.01          8 1214/2002          BQLO.01        8 612512003          BQLO.01          8 Rank Sum 40=
Rank Mean 8 =
Background Rank Sum 40  =
Background Rank Mean 8    =
Compliance Wells WelllD          Date              Result          Rank GWB-4/MW-4      7/3012002          BQLO.01          8 912412002          BQLO.01          8 10/2112002        BQLO.01          8 12/412002 -      BQLO.01          8 6/2512003          BQLO.01          8 Rank Sum 40=
Rank Mean 8 =
GWC-11/MW-117/3012002              0.034            17 9/2412002        BQLO.01          8 10121/2002        BQLO.01          8 12/412002        BQLO.01          8 6/2512003          0.029            16 Rank Sum 57=
              =
Rank Mean 11.4 GWC-3/MW-3      7/3012002        BQLO.01          8 9124/2002        BQLO.01          8 12/412002        0.047            18 Rank Sum 34=
              =
Rank Mean 11.3333 Calculation Results:
Kruskal-Wallis H Statistic = 1.77661
                                                            =
Kruskal-Wallis H Statistic (adjusted for tied non-detects) 4.20913 95% Confidence comparison value is 7.81472 at 3 degrees offreedom 1.77661 < 7.81472 indicating no significant group difference at 5% significance level 4.20913 < 7.81472 indicating no significant group difference at 5% significance level when adjusted for ties
* Page 1
 
LANDFILL #3
 
SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: Barium All Wells Nonnality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL
    =
K 15; Samples 30  =
i                x(i)            x(n-i+1)        x(n-1+1 )-x(i) a(n-i+1) b(i) 1                0.005            0.106            0.101          0.4254  0.0429654 2                0.005            0.0935          0.0885        0.3944  0.0349044 3                0.01            0.085            0.075          0.2487  0.0186525 4                0.01            0.083            0.073          0.2148  0.0156804 5                0.01            0.082            0.072          0.187    0.013464 6                0.01            0.077            0.067          0.163    0.010921 7                0.01            0.068            0.058          0.1415  0.008207 8                0.01            0.064            0.054          0.1219  0.0065826 9                0.01            0.051            0.041          0.1036  0.0042476 10              0.01            0.036            0.026          0.0862  0.0022412 11              0.01            0.0295          0.0195        0.0697  0.00135915 12              0.01            0.02            0.01          0.0537  0.000537 13              0.01            0.018            0.008          0.0381  0.0003048 14              0.01            0.015            0.005          0.0227  0.0001135 15              0.01            0.01            o              0.0076  o 16              0.01            0.01            o 17              0.015            0.01            -0.005 18              0.018            0.01            -0.008 19              0.02            0.01            -0.01 20              0.0295          0.01            -0.0195 21              0.036            0.01            -0.026 22              0.051            0.01            -0.041 23              0.064          0.01              -0.054 24              0.068            0.01            -0.058 25              0.077            0.01            -0.067 26              0.082            0.01            -0.072 27              0.083            0.01            -0.073 28              0.085            0.01            -0.075 29              0.0935          0.005            -0.0885 30              0.106            0.005            -0.101
                  =
Sum of b values 0.160181
                              =
Sample Standard Deviation 0.0325622 W Statistic = 0.834436 5% Critical value of 0.927 exceeds 0.834436 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.834436 Evidence of non-normality at 99% level of significance
* Page 1
 
SNC Plant VogUe landfill #3 Kruakal-Wallis Non-Parametric Test Parameter: Barium Original Data (Not Transfonned)
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells Well '0        Date            Result  Rank GWA-15/MW-15713012002          BQlO.01  8.5 912412002      BQLO.01  8.5 1012112002 -  BQLO.01  8.5 121312002      BQLO.OO5 8.5 612412003      BQlO.01  8.5 Rank Sum:: 42.5 Rank Mean:: 8.5 GWA-7IMW-7 713012002 -          BQLO.01  8.5 912412002      BQLO.01  8.5 1012112002    BQLO.01  8.5 121312002      0.015    17 612412003      0.036    21 Rank Sum:: 63.5 Rank Mean:: 12.7 Background Rank Sum = 106 Background Rank Mean:: 10.6
* Compliance Wells Well 10          Date          Result  Rank GWB-6IMW-6      713012002      BQLO.01  8.5 912412002      BQLO.01  8.5 1012112002    BQLO.01  8.5 121312002      BQLO.005 8.5 612412003      BQLO.01  8.5 Rank Sum:: 42.5 Rank Mean:: 8.5 GWC-13IMW-1 '3713012002        0.077    25 912412002      0.085    28 1012112002    0.083    27 121312002    0.082    26 612412003-    0.0295    20 Rank Sum:: 126 Rank Mean:: 25.2 GWC-14IMW-147/3OI2002          0.068    24 912412002-    0.0935    29 1012112002    0.064    23 121312002    0.106    30 612412003      0.051    22 Rank Sum:: 128 Rank Mean = 25.6 GWC-5IMW-5      713012002      BQLO.01  8.5 912412002      0.02    19 Page 1
 
SNC Plant Vogtle Landfill #3 1012112002        BQLO.01          8.5 1213/2002          0.018            18 6/2412003          BQLO.01          8.5
            =
Rank Sum 62.5
            =
Rank Mean 12.5 Calculation Results:
Kruskal-Wallis H Statistic = 19.4916
                                                            =
Kruskal-Wallis H Statistic (adjusted for tied non-detects) 22.9659 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 19.4916> 9.48773 indicating a significant group difference at 5% significance level 22.9659 > 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 10.6 Well            Mean Rank          Diffrom Bkg      Critical Value GWB-6/MW-6 8.5                    -2.1            10.8835 GWC-13/MW-1325.2                  14.6            10.8835 GWC-14/MW-1425.6                  15              10.8835 GWC-5/MW-5 12.5                    1.9              10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 10.6 Well            Mean Rank          Diffrom Bkg      Critical Value GWB-6/MW-6 8.5                    -2.1            10.8835 GWC-13/MW-1325.2                  14.6            10.8835 GWC-14/MW-1425.6                  15              10.8835 GWC-5/MW-5 12.5                    1.9              10.8835
* Page 2
 
SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: Chlorobenzene All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL
    =
K 15; Samples 30  =
i                xCi)            x(n-i+1)          x(n-1 +1 )-x(i) a(n-i+1) b(i) 1                2.5            10                7.5            0.4254  3.1905 2                2.5            9                6.5            0.3944  2.5636 3                2.5            8                5.5            0.2487  1.36785 4                2.5            7                4.5            0.2148  0.9666 5                2.5            2.5              0              0.187    0 6                2.5            2.5              0              0.163    0 7                2.5            2.5              0              0.1415  0 8                2.5            2.5              0              0.1219  0 9                2.5            2.5              0              0.1036  0 10              2.5            2.5              0              0.0862  0 11              2.5            2.5              0              0.0697  0 12              2.5            2.5              0              0.0537  0 13              2.5            2.5              0              0.0381  0 14              2.5            2.5              0              0.0227  0 15              2.5            2.5              0              0.0076  0 16              2.5            2.5              0 17              2.5            2.5              0 18              2.5            2.5              0 19              2.5            2.5              0 20              2.5            2.5              0 21              2.5            2.5              0 22              2.5            2.5              0 23              2.5            2.5              0 24              2.5            2.5              0 25              2.5            2.5              0 26              2.5            2.5              0 27              7              2.5              -4.5 28              8              2.5              -5.5 29              9              2.5              -6.5 30              10              2.5              -7.5
                  =
Sum of b values 8.08855
                              =
Sample Standard Deviation 2.11562
              =
W Statistic 0.504042 5% Critical value of 0.927 exceeds 0.504042 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.504042 Evidence of non-normality at 99% level of significance
* Page 1
 
SNC Plant Vogtle Landfill #3 Kruskal-Wallis Non-Parametric Test Parameter: Chlorobenzene Original Data (Not Transformed)
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD          Date                          Result                                    Rank GWA-15IMW-157/3012002                          BQL2.5                                    13.5 9/2412002                      BQL2.5                                    13.5 1012112002 -                  BQL2.5                                    13.5 121312002                      BQL2.5                                    13.5 6/2412003                      BQL2.5                                    13.5 Rank Sum = 67.5 Rank Mean = 13.5 GWA-7IMW-7 7/3012002 -                          BQL2.5                                    13.5 912412002                      BQL2.5                                    13.5 10/2112002                    BQL2.5                                    13.5 121312002                      BQL2.5                                    13.5 612412003                      BQL2.5                                    13.5 Rank Sum = 67.5 Rank Mean = 13.5
                          =
Background Rank Sum 135 Background Rank Mean = 13.5 Compliance Wells WelllD          Date                          Result                                    Rank GWB-6IMW-6      7/3012002                      BQL2.5                                    13.5 912412002                      BQL2.5                                    13.5 1012112002                    BQL2.5                                    13.5 12/312002                      BQL2.5                                    13.5 6/2412003                      BQL2.5                                    13.5 Rank Sum = 67.5 Rank Mean = 13.5 GWC-13IMW-137/30I2oo2                          BQL2.5                                    13.5 912412002                      BQL2.5                                    13.5 10/2112002                    BQL2.5                                    13.5 121312002                      BQL2.5                                    13.5 6124/2003 -                    BQL2.5                                    13.5 Rank Sum = 67.5 Rank Mean = 13.5 GWC-14IMW-147/3012002                          BQL2.5                                    13.5 912412002 -                    8                                          28 1012112002                    9                                          29 121312002                      10                                        30 612412003                      7                                          27 Rank Sum = 127.5 Rank Mean = 25.5
                                                                                                                                          -.~
GWC-5IMW-5      7/3012002                      BQL2.5                                    13.5 912412002                      BQL2.5                                    13.5 Page 1
 
SNC Plant Vogtle Landfill #3 1012112002        BQL2.5          13.5 12/3/2002          BQL2.5          13.5 6/24/2003          BQL2.5          13.5
              =
Rank Sum 67.5 Rank Mean = 13.5 Calculation Results:
                              =
Kruskal-Wallis H Statistic 7.74194
                                                              =
Kruskal-Wallis H Statistic (adjusted for tied non-detects) 22.1656 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 7.74194 < 9.48773 indicating no significant group difference at 5% significance level 22.1656 > 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 13.5 Well            Mean Rank          Diffrom Bkg      Critical Value GWB-6IMW-6 13.5                    o                10.8835 GWC-13/MW-1313.5                  o                10.8835 GWC-14/MW-1425.5                  12              10.8835 GWC-5IMW-5 13.5                    o                10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 13.5 Well            Mean Rank          Diffrom Bkg      Critical Value GWB-6/MW-6 13.5                    o                10.8835 GWC-13/MW-1313.5                  o                10.8835 GWC-14/MW-1425.5                  12              10.8835 GWC-5/MW-5 13.5                    o                10.8835
* Page 2
 
SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: 1,1-Dichloroethane All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL
    =
K 15; Samples 30 =
i                x(i)            x(n-i+1)          x(n-1+1)-x(i) a(n-i+1) b(i) 1                2.5            21                18.5          0.4254  7.8699 2                2.5            17                14.5          0.3944  5.7188 3                2.5            16                13.5          0.2487  3.35745 4                2.5            13                10.5          0.2148  2.2554 5                2.5            10                7.5          0.187    1.4025 6                2.5            9                6.5          0.163    1.0595 7                2.5            7                4.5          0.1415  0.63675 8                2.5            6                3.5          0.1219  0.42665 9                2.5            6                3.5          0.1036  0.3626 10              2.5            2.5              0            0.0862  0 11              2.5            2.5              0            0.0697  0 12              2.5            2.5              0            0.0537  0 13              2.5            2.5              0            0.0381  0 14              2.5            2.5              0            0.0227  0 15              2.5            2.5              0            0.0076  0 16              2.5            2.5              0 17              2.5            2.5              0 18              2.5            2.5              0 19              2.5            2.5              0 20              2.5            2.5              0 21              2.5            2.5              0 22              6              2.5              -3.5 23              6              2.5              -3.5 24              7              2.5              -4.5 25              9              2.5              -6.5 26              10              2.5              -7.5 27              13              2.5              -10.5 28              16              2.5              -13.5 29              17              2.5              -14.5 30              21              2.5              -18.5
                  =
Sum of b values 23.0895
                              =
Sample Standard Deviation 5.1239
              =
W Statistic 0.700216 5% Critical value of 0.927 exceeds 0.700216 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.700216 Evidence of non-normality at 99% level of significance
* Page 1


==0.0 00537==
SNC Plant Vogtle Landfill #3 Kruskal-Wallis Non-Parametric Test Parameter: 1,1-Dichloroethane Original Data (Not Transformed)
0.0003048 0.0001135 o*Sum of b values=0.160181 Sample Standard Deviation=0.0325622 W Statistic=0.834436 5%Critical value of 0.927 exceeds 0.834436 Evidence of non-normality at 95%level of significance 1%Critical value of 0.9 exceeds 0.834436 Evidence of non-normality at 99%level of significance Page 1
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD         Date           Result Rank GWA-15IMW-157/30/2002           BQL2.5 11 912412002       BQL2.5 11 1012112002 -   BQL2.5 11 1213/2002       BQL2.5 11 6/2412003       BQL2.5 11 Rank Sum 55=
*SNC Plant VogUe landfill#3 Kruakal-Wallis Non-Parametric Test Parameter:
Rank Mean 11=
Barium Original Data (Not Transfonned)
GWA-7IMW-7 7/30/2002 -         BQL2.5 11 9/2412002       BQL2.5 11 1012112002     BQL2.5 11 12/3/2002     BQL2.5 11 6/2412003       BQL2.5 11 Rank Sum 55=
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells Well'0 Date GWA-15/MW-15713012002 912412002 1012112002121312002 612412003 Rank Sum:: 42.5 Rank Mean:: 8.5 GWA-7IMW-7 713012002-912412002 1012112002 121312002 612412003 Rank Sum:: 63.5 Rank Mean:: 12.7 Result Rank BQlO.01 8.5 BQLO.01 8.5 BQLO.01 8.5 BQLO.OO5 8.5 BQlO.01 8.5 BQLO.01 8.5 BQLO.01 8.5 BQLO.01 8.5 0.015 17 0.036 21 Background Rank Sum=106 Background Rank Mean:: 10.6*Compliance Wells Well 10 Date GWB-6IMW-6 713012002 912412002 1012112002 121312002 612412003 Rank Sum:: 42.5 Rank Mean:: 8.5 GWC-13IMW-1
Rank Mean 11=
'3713012002 912412002 1012112002 121312002 612412003-Rank Sum:: 126 Rank Mean:: 25.2 Result BQLO.01 BQLO.01 BQLO.01 BQLO.005 BQLO.01 0.077 0.085 0.083 0.082 0.0295 Rank 8.5 8.5 8.5 8.5 8.5 25 28 27 26 20*GWC-14IMW-147/3OI2002 1012112002 121312002 612412003 Rank Sum:: 128 Rank Mean=25.6 GWC-5IMW-5 713012002 912412002 0.068 0.0935 0.064 0.106 0.051 BQLO.01 0.02 24 29 23 30 22---_..---------8.5 19 Page 1
                          =
*SNC Plant Vogtle Landfill#3 1012112002 1213/2002 6/2412003 Rank Sum=62.5 Rank Mean=12.5 BQLO.01 0.018 BQLO.01 8.5 18 8.5 Calculation Results: Kruskal-Wallis H Statistic=19.4916 Kruskal-Wallis H Statistic (adjusted for tied non-detects)
Background Rank Sum 110 Background Rank Mean 11  =
=22.9659 95%Confidence comparison value is 9.48773 at 4 degrees of freedom 19.4916>9.48773 indicating a significant group difference at 5%significance level 22.9659>9.48773 indicating a significant group difference at 5%significance level when adjusted for ties Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg-2.1 14.6 15 1.9 Individual Well Comparisons at 1.25%Significance Level per Comparison 1.25%Z score is 2.25713 Mean background rank is 10.6 Well Mean Rank GWB-6/MW-6 8.5 GWC-13/MW-1325.2 GWC-14/MW-1425.6 GWC-5/MW-5 12.5 Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg-2.1 14.6 15 1.9 Individual Well Comparisons at Groupwise 5%Significance Level (1.25%Significance Level per comparison) 1.25%Z score is 2.25713 Mean background rank is 10.6 Well Mean Rank GWB-6/MW-6 8.5 GWC-13/MW-1325.2 GWC-14/MW-1425.6 GWC-5/MW-5 12.5**Page 2 SNC Plant Vogtle Landfill#3*Shapiro-Wilks Test of Normality Parameter:
Compliance Wells WelllD           Date           Result Rank GWB-6IMW-6     7/30/2002       BQL2.5 11 9/24/2002       BQL2.5 11 1012112002     BQL2.5 11 121312002     BQL2.5 11 6124/2003       BQL2.5 11 Rank Sum 55=
Chlorobenzene All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)
Rank Mean 11=
Non-Detects Replaced with 1/2 DL K=15;Samples=30 i xCi)x(n-i+1)x(n-1+1)-x(i)a(n-i+1)b(i)1 2.5 10 7.5 0.4254 3.1905 2 2.5 9 6.5 0.3944 2.5636 3 2.5 8 5.5 0.2487 1.36785 4 2.5 7 4.5 0.2148 0.9666 5 2.5 2.5 0 0.187 0 6 2.5 2.5 0 0.163 0 7 2.5 2.5 0 0.1415 0 8 2.5 2.5 0 0.1219 0 9 2.5 2.5 0 0.1036 0 10 2.5 2.5 0 0.0862 0 11 2.5 2.5 0 0.0697 0 12 2.5 2.5 0 0.0537 0 13 2.5 2.5 0 0.0381 0 14 2.5 2.5 0 0.0227 0 15 2.5 2.5 0 0.0076 0 16 2.5 2.5 0 17 2.5 2.5 0 18 2.5 2.5 0*19 2.5 2.5 0 20 2.5 2.5 0 21 2.5 2.5 0 22 2.5 2.5 0 23 2.5 2.5 0 24 2.5 2.5 0 25 2.5 2.5 0 26 2.5 2.5 0 27 7 2.5-4.5 28 8 2.5-5.5 29 9 2.5-6.5 30 10 2.5-7.5 Sum of b values=8.08855 Sample Standard Deviation=2.11562 W Statistic=0.504042 5%Critical value of 0.927 exceeds 0.504042 Evidence of non-normality at 95%level of significance 1%Critical value of 0.9 exceeds 0.504042 Evidence of non-normality at 99%level of significance
GWC-13/MW-137/30/2002           BQL2.5 11 912412002       6     22 1012112002     6     23 121312002     7     24 612412003 -     9     25
*Page 1 SNC Plant Vogtle Landfill#3*Kruskal-Wallis Non-Parametric Test Parameter:
            =
Chlorobenzene Original Data (Not Transformed)
Rank Sum 105 Rank Mean 21=
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD Date Result Rank GWA-15IMW-157/3012002 BQL2.5 13.5 9/2412002 BQL2.5 13.5 1012112002
GWC-14IMW-147/3012002           13     27 912412002 -   21     30 1012112002     17     29 121312002     16     28 6/2412003     10     26
-BQL2.5 13.5 121312002 BQL2.5 13.5 6/2412003 BQL2.5 13.5 Rank Sum=67.5 Rank Mean=13.5 GWA-7IMW-7 7/3012002-BQL2.5 13.5 912412002 BQL2.5 13.5 10/2112002 BQL2.5 13.5 121312002 BQL2.5 13.5 612412003 BQL2.5 13.5 Rank Sum=67.5 Rank Mean=13.5 Background Rank Sum=135 Background Rank Mean=13.5*Compliance Wells WelllD Date Result Rank GWB-6IMW-6 7/3012002 BQL2.5 13.5 912412002 BQL2.5 13.5 1012112002 BQL2.5 13.5 12/312002 BQL2.5 13.5 6/2412003 BQL2.5 13.5 Rank Sum=67.5 Rank Mean=13.5 GWC-13IMW-137/30I2oo2 BQL2.5 13.5 912412002 BQL2.5 13.5 10/2112002 BQL2.5 13.5 121312002 BQL2.5 13.5 6124/2003-BQL2.5 13.5 Rank Sum=67.5 Rank Mean=13.5 GWC-14IMW-147/3012002 BQL2.5 13.5 912412002-8 28 1012112002 9 29 121312002 10 30 612412003 7 27 Rank Sum=127.5 Rank Mean=25.5...................
            =
_.......--.-.......-......_.*.......*
Rank Sum 140 Rank Mean 28=
................
GWC-5IMW-5     7/3012002       BQL2.5 11 912412002       BQL2.5 11 Page 1
......*.._.*........-....*GWC-5IMW-5 7/3012002 BQL2.5 13.5 912412002 BQL2.5 13.5 Page 1
.'SNCPlant Vogtle Landfill#3 1012112002 12/3/2002 6/24/2003 Rank Sum=67.5 Rank Mean=13.5 BQL2.5 BQL2.5 BQL2.5 13.5 13.5 13.5 Calculation Results: Kruskal-Wallis H Statistic=7.74194 Kruskal-Wallis H Statistic (adjusted for tied non-detects)
=22.1656 95%Confidence comparison value is 9.48773 at 4 degrees of freedom 7.74194<9.48773 indicating no significant group difference at 5%significance level 22.1656>9.48773 indicating a significant group difference at 5%significance level when adjusted for ties Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg o o 12 o Individual Well Comparisons at 1.25%Significance Level per Comparison 1.25%Z score is 2.25713 Mean background rank is 13.5 Well Mean Rank GWB-6IMW-6 13.5 GWC-13/MW-1313.5 GWC-14/MW-1425.5 GWC-5IMW-5 13.5 Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg o o 12 o Individual Well Comparisons at Groupwise 5%Significance Level (1.25%Significance Level per comparison) 1.25%Z score is 2.25713 Mean background rank is 13.5 Well Mean Rank GWB-6/MW-6 13.5 GWC-13/MW-1313.5 GWC-14/MW-1425.5 GWC-5/MW-5 13.5**Page 2 SNC Plant Vogtle Landfill#3*Shapiro-Wilks Test of Normality Parameter:
1, 1-Dichloroethane All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL K=15;Samples=30 i x(i)x(n-i+1)x(n-1+1)-x(i) a(n-i+1)b(i)1 2.5 21 18.5 0.4254 7.8699 2 2.5 17 14.5 0.3944 5.7188 3 2.5 16 13.5 0.2487 3.35745 4 2.5 13 10.5 0.2148 2.2554 5 2.5 10 7.5 0.187 1.4025 6 2.5 9 6.5 0.163 1.0595 7 2.5 7 4.5 0.1415 0.63675 8 2.5 6 3.5 0.1219 0.42665 9 2.5 6 3.5 0.1036 0.3626 10 2.5 2.5 0 0.0862 0 11 2.5 2.5 0 0.0697 0 12 2.5 2.5 0 0.0537 0 13 2.5 2.5 0 0.0381 0 14 2.5 2.5 0 0.0227 0 15 2.5 2.5 0 0.0076 0 16 2.5 2.5 0 17 2.5 2.5 0 18 2.5 2.5 0*19 2.5 2.5 0 20 2.5 2.5 0 21 2.5 2.5 0 22 6 2.5-3.5 23 6 2.5-3.5 24 7 2.5-4.5 25 9 2.5-6.5 26 10 2.5-7.5 27 13 2.5-10.5 28 16 2.5-13.5 29 17 2.5-14.5 30 21 2.5-18.5 Sum of b values=23.0895 Sample Standard Deviation=5.1239 W Statistic=0.700216 5%Critical value of 0.927 exceeds 0.700216 Evidence of non-normality at 95%level of significance 1%Critical value of 0.9 exceeds 0.700216 Evidence of non-normality at 99%level of significance
*Page 1 SNC Plant Vogtle Landfill#3*Kruskal-Wallis Non-Parametric Test Parameter:
1, 1-Dichloroethane Original Data (Not Transformed)
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD Date Result Rank GWA-15IMW-157/30/2002 BQL2.5 11 912412002 BQL2.5 11 1012112002
-BQL2.5 11 1213/2002 BQL2.5 11 6/2412003 BQL2.5 11 Rank Sum=55 Rank Mean=11 GWA-7IMW-7 7/30/2002-BQL2.5 11 9/2412002 BQL2.5 11 1012112002 BQL2.5 11 12/3/2002 BQL2.5 11 6/2412003 BQL2.5 11 Rank Sum=55 Rank Mean=11 Background Rank Sum=110 Background Rank Mean=11*Compliance Wells WelllD Date Result Rank GWB-6IMW-6 7/30/2002 BQL2.5 11 9/24/2002 BQL2.5 11 1012112002 BQL2.5 11 121312002 BQL2.5 11 6124/2003 BQL2.5 11 Rank Sum=55 Rank Mean=11 GWC-13/MW-137/30/2002 BQL2.5 11 912412002 6 22 1012112002 6 23 121312002 7 24 612412003-9 25 Rank Sum=105 Rank Mean=21 GWC-14IMW-147/3012002 13 27 912412002-21 30 1012112002 17 29 121312002 16 28 6/2412003 10 26 Rank Sum=140 Rank Mean=28*GWC-5IMW-5 7/3012002 BQL2.5 11 912412002 BQL2.5 11 Page 1  
*SNC Plant Vogtle Landfill#3 1012112002 12/3/2002 6/24/2003 Rank Sum=55 Rank Mean=11 BQL2.5 BQL2.5 BQL2.5 11 11 11 Calculation Results: Kruskal-Wallis H Statistic=17.2581 Kruskal-Wallis H Statistic (adjusted for tied non-detects)
=26.2521 95%Confidence comparison value is 9.48773 at 4 degrees of freedom 17.2581>9.48773 indicating a significant group difference at 5%significance level 26.2521>9.48773 indicating a significant group difference at 5%significance level when adjusted for ties Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg o 10 17 o Individual Well Comparisons at 1.25%Significance Level per Comparison 1.25%Z score is 2.25713 Mean background rank is 11 Well Mean Rank GWB-6/MW-6 11 GWC-13/MW-1321 GWC-14/MW-1428


GWC-5/MW-5 11 Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg o 10 17 o Individual Well Comparisons at Groupwise 5%Significance Level (1.25%Significance Level per comparison) 1.25%Z score is 2.25713 Mean background rank is 11 Well Mean Rank GWB-6/MW-6 11 GWC-13/MW-1321 GWC-14/MW-1428 GWC-5/MW-5 11**Page 2 SNC Plant Vogtle Landfill#3*Shapiro-Wilks Test of Normality Parameter:
SNC Plant Vogtle Landfill #3 1012112002         BQL2.5           11 12/3/2002         BQL2.5           11 6/24/2003          BQL2.5           11 Rank Sum 55=
cis*1,2*Dichloroethene All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)
            =
Non-Detects Replaced with 1/2 DL K=15;Samples=30 i xCi)x(n-i+1)x(n-1+1)-x(i)a(n-i+1)b(i)1 2.5 19 16.5 0.4254 7.0191 2 2.5 18.5 16 0.3944 6.3104 3 2.5 16 13.5 0.2487 3.35745 4 2.5 10 7.5 0.2148 1.611 5 2.5 10 7.5 0.187 1.4025 6 2.5 6 3.5 0.163 0.5705 7 2.5 2.5 0 0.1415 0 8 2.5 2.5 0 0.1219 0 9 2.5 2.5 0 0.1036 0 10 2.5 2.5 0 0.0862 0 11 2.5 2.5 0 0.0697 0 12 2.5 2.5 0 0.0537 0 13 2.5 2.5 0 0.0381 0 14 2.5 2.5 0 0.0227 0 15 2.5 2.5 0 0.0076 0 16 2.5 2.5 0 17 2.5 2.5 0 18 2.5 2.5 0*19 2.5 2.5 0 20 2.5 2.5 0 21 2.5 2.5 0 22 2.5 2.5 0 23 2.5 2.5 0 24 2.5 2.5 0 25 6 2.5-3.5 26 10 2.5-7.5 27 10 2.5-7.5 28 16 2.5-13.5 29 18.5 2.5-16 30 19 2.5-16.5 Sum of b values=20.2709 SampleStandardDeviation
Rank Mean 11 Calculation Results:
=4.901 W Statistic=0.589903 5%Critical value of 0.927 exceeds 0.589903 Evidence of non-normality at 95%level of significance1%Critical value of 0.9 exceeds 0.589903 Evidence of non-normality at 99%level of significance
                            =
*Page 1 SNC Plant Vogtle Landfill#3*Kruskal-Wallis Non-Parametric Test Parameter:
Kruskal-Wallis H Statistic 17.2581
cis-1,2*Dichloroethene Original Data (Not Transformed)
                                                              =
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD Date Result Rank GWA-15IMW-157130/2002 BQL2.5 12.5 9/2412002 BQL2.5 12.5 1012112002
Kruskal-Wallis H Statistic (adjusted for tied non-detects) 26.2521 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 17.2581 > 9.48773 indicating a significant group difference at 5% significance level 26.2521 > 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 11 Well            Mean Rank          Diffrom Bkg      Critical Value GWB-6/MW-6 11                      o                10.8835 GWC-13/MW-1321                    10               10.8835 GWC-14/MW-1428                    17              10.8835 GWC-5/MW-5 11                      o               10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 11 Well           Mean Rank         Diffrom Bkg      Critical Value GWB-6/MW-6 11                      o                10.8835 GWC-13/MW-1321                    10              10.8835 GWC-14/MW-1428                    17              10.8835 GWC-5/MW-5 11                      o                10.8835
-BQL2.5 12.5 12/3/2002 BQL2.5 12.5 6/2412003 BQL2.5 12.5 Rank Sum=62.5 Rank Mean=12.5 GWA-7/MW-7 7/30/2002-BQL2.5 12.5 9124/2002 BQL2.5 12.5 1012112002 BQL2.5 12.5 121312002 BQL2.5 12.5 6/2412003 BQL2.5 12.5 Rank Sum=62.5 Rank Mean=12.5 Background Rank Sum=125 Background Rank Mean=12.5*Compliance Wells WelllD Date Result Rank GWB-6/MW-6 7/30/2002 BQL2.5 12.5 9124/2002 BQL2.5 12.5 10/2112002 BQL2.5 12.5 121312002 BQL2.5 12.5 612412003 BQL2.5 12.5 Rank Sum=62.5 Rank Mean=12.5 GWC-13IMW-137/3012002 BQL2.5 12.5 912412002 BQL2.5 12.5 10/2112002 BQL2.5 12.5 121312002 BQL2.5 12.5 612412003-6 25 Rank Sum=75 Rank Mean=15 GWC-14IMW-147/30I2oo2 10 26 912412002-18.5 29 10/2112002 16 28 121312002 19 30 6124/2003 10 27 Rank Sum=140 Rank Mean=28*GWC-5/MW-5 7/3012002 BQL2.5 12.5 912412002 BQL2.5 12.5 Page 1
* Page 2
*SNC Plant Vogtle Landfill#3 1012112002 12/3/2002 6124/2003 Rank Sum=62.5 Rank Mean=12.5 BQL2.5 BQL2.5 BQL2.5 12.5 12.5 12.5 Calculation Results: Kruskal-Wallis H Statistic=12.4194 Kruskal-Wallis H Statistic (adjusted for tied non-detects)
=25.4328 95%Confidence comparison value is 9.48773 at 4 degrees of freedom 12.4194>9.48773 indicating a significant group difference at 5%significance level 25.4328>9.48773 indicating a significant group difference at 5%significance level when adjusted for ties Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg o 2.5 15.5 o Individual Well Comparisons at 1.25%Significance Level per Comparison 1.25%Z score is 2.25713 Mean background rank is 12.5 Well Mean Rank GWB-6/MW-6 12.5 GWC-13/MW-1315


GWC-14/MW-1428
SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: cis*1,2*Dichloroethene All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL
    =
K 15; Samples 30  =
i                xCi)            x(n-i+1)        x(n-1+1 )-x(i) a(n-i+1) b(i) 1                2.5              19              16.5          0.4254  7.0191 2                2.5              18.5            16            0.3944  6.3104 3                2.5              16              13.5          0.2487  3.35745 4                2.5              10              7.5            0.2148  1.611 5                2.5              10              7.5            0.187    1.4025 6                2.5            6                3.5            0.163    0.5705 7                2.5              2.5              0              0.1415  0 8                2.5              2.5              0              0.1219  0 9                2.5            2.5              0              0.1036  0 10              2.5              2.5              0              0.0862  0 11              2.5              2.5              0              0.0697  0 12              2.5              2.5              0              0.0537  0 13              2.5              2.5              0              0.0381  0 14               2.5            2.5              0              0.0227  0 15              2.5              2.5              0              0.0076  0 16              2.5              2.5              0 17              2.5              2.5              0 18              2.5              2.5              0 19              2.5            2.5              0 20              2.5            2.5              0 21              2.5            2.5              0 22              2.5            2.5              0 23              2.5            2.5              0 24              2.5            2.5              0 25              6              2.5              -3.5 26              10              2.5              -7.5 27              10              2.5              -7.5 28              16              2.5              -13.5 29              18.5            2.5              -16 30              19              2.5              -16.5
                  =
Sum of b values 20.2709 Sample Standard Deviation = 4.901
              =
W Statistic 0.589903 5% Critical value of 0.927 exceeds 0.589903 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.589903 Evidence of non-normality at 99% level of significance
* Page 1


GWC-5/MW-5 12.5 Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg o 2.5 15.5 o Individual Well Comparisons at Groupwise 5%Significance Level (1.25%Significance Level per comparison) 1.25%Z score is 2.25713 Mean background rank is 12.5 Well Mean Rank GWB-6/MW-6 12.5 GWC-13/MW-1315 GWC-14/MW-1428
SNC Plant Vogtle Landfill #3 Kruskal-Wallis Non-Parametric Test Parameter: cis-1,2*Dichloroethene Original Data (Not Transformed)
Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD          Date          Result Rank GWA-15IMW-157130/2002          BQL2.5 12.5 9/2412002      BQL2.5 12.5 1012112002 -  BQL2.5 12.5 12/3/2002      BQL2.5 12.5 6/2412003      BQL2.5 12.5
            =
Rank Sum 62.5
              =
Rank Mean 12.5 GWA-7/MW-7 7/30/2002 -          BQL2.5 12.5 9124/2002      BQL2.5 12.5 1012112002    BQL2.5 12.5 121312002      BQL2.5 12.5 6/2412003      BQL2.5 12.5
            =
Rank Sum 62.5
              =
Rank Mean 12.5
                          =
Background Rank Sum 125 Background Rank Mean 12.5=
Compliance Wells WelllD          Date          Result Rank GWB-6/MW-6     7/30/2002      BQL2.5 12.5 9124/2002      BQL2.5 12.5 10/2112002    BQL2.5 12.5 121312002      BQL2.5 12.5 612412003      BQL2.5 12.5
            =
Rank Sum 62.5
              =
Rank Mean 12.5 GWC-13IMW-137/3012002          BQL2.5 12.5 912412002      BQL2.5 12.5 10/2112002    BQL2.5 12.5 121312002      BQL2.5 12.5 612412003 -    6      25 Rank Sum 75=
Rank Mean 15=
GWC-14IMW-147/30I2oo2          10    26 912412002 -   18.5  29 10/2112002    16    28 121312002      19    30 6124/2003      10    27
            =
Rank Sum 140 Rank Mean 28=
GWC-5/MW-5      7/3012002      BQL2.5 12.5 912412002      BQL2.5 12.5 Page 1


GWC-5/MW-5 12.5**Page 2 SNC Plant Vogtle Landfill#3*Shapiro-Wilks Test of Normality Parameter:
SNC Plant Vogtle Landfill #3 1012112002        BQL2.5           12.5 12/3/2002          BQL2.5           12.5 6124/2003          BQL2.5           12.5
Trichlorofluoromethane All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)
            =
Non-Detects Replaced with 1/2 DL K=15;Samples=30 i x(i)x(n-i+1)x(n.1+1)-x(i)a(n-i+1)b(i)1 2.5 391 388.5 0.4254 165.268 2 2.5 381 378.5 0.3944 149.28 3 2.5 348 345.5 0.2487 85.9258 4 2.5 300 297.5 0.2148 63.903 5 2.5 221 218.5 0.187 40.8595 6 2.5 210 207.5 0.163 33.8225 7 2.5 184.5 182 0.1415 25.753 8 2.5 47.5 45 0.1219 5.4855 9 2.5 44 41.5 0.1036 4.2994 10 2.5 43 40.5 0.0862 3.4911 11 2.5 32 29.5 0.0697 2.05615 12 2.5 31 28.5 0.0537 1.53045 13 2.5 27 24.5 0.0381 0.93345 14 2.5 23 20.5 0.0227 0.46535 15 2.5 5 2.5 0.0076 0.019 16 5 2.5-2.5 17 23 2.5-20.5 18 27 2.5-24.5*19 31 2.5-28.5 20 32 2.5-29.5 21 43 2.5-40.5 22 44 2.5-41.5 23 47.5 2.5-45 24 184.5 2.5-182 25 210 2.5-207.5 26 221 2.5-218.5 27 300 2.5-297.5 28 348 2.5-345.5 29 381 2.5-378.5 30 391 2.5-388.5 Sum of b values=583.093 Sample Standard Deviation=126.663 W Statistic=0.730759 5%Critical value of 0.927 exceeds 0.730759 Evidence of non-normality at 95%level of significance1%Critical value of 0.9 exceeds 0.730759 Evidence of non-normality at 99%level of significance
Rank Sum 62.5
*Page 1
            =
*SNC Plant Vogtle landfill#3 Kruskal-Wallis Non-Parametric Test Parameter:
Rank Mean 12.5 Calculation Results:
Trichlorofluoromethane Original Data (Not Transformed)
Kruskal-Wallis H Statistic = 12.4194 Kruskal-Wallis H Statistic (adjusted for tied non-detects) = 25.4328 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 12.4194> 9.48773 indicating a significant group difference at 5% significance level 25.4328> 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 12.5 Well            Mean Rank          Diffrom Bkg      Critical Value GWB-6/MW-6 12.5                    o                10.8835 GWC-13/MW-1315                    2.5              10.8835 GWC-14/MW-1428                    15.5            10.8835 GWC-5/MW-5 12.5                    o                10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 12.5 Well           Mean Rank         Diffrom Bkg      Critical Value GWB-6/MW-6 12.5                    o                10.8835 GWC-13/MW-1315                    2.5              10.8835 GWC-14/MW-1428                    15.5            10.8835 GWC-5/MW-5 12.5                    o                10.8835
Non-Detects Replaced with 112 Dl Kruskal Wallis Ranks Background Wells Well 10 Date GWA-15IMW-157/30I2oo2 912412002 1012112002121312002 612412003 Rank Sum=40 Rank Mean=8 GWA-7IMW-7 7/3012002-912412002 1012112002 121312002 612412003 Rank Sum=112 Rank Mean=22.4 Badtground Rank Sum=152 Background Rank Mean=15.2*Compliance Wells WelllD Date GWB-6IMW-6 713012002 912412002 1012112002 121312002 612412003 Rank Sum=40 Rank Mean=8 GWC-13IMW-137/30I2oo2 912412002 1012112002 12/312002 612412003-Rank Sum=136 Rank Mean=27.2 GWC-14/MW-147/30I2oo2 9124120021012112002 121312002 612412003 Rank Sum=97 Rank Mean=19.4 Result BQl2.5 BQl2.5 BQl2.5 aQl2.5 BQl2.5 184.5 32 221 210 23 Result aQl2.5 BQl2.5 aQl2.5 aQl2.5 BQl2.5 300 381 348 391 44 43 47.5 31 27 5 Rank 8 8 8 8 8 24 20 26 25 17 Rank 8 8 8 8 8 27 29 28 30 22 21 23 19 18 16.-..._..._---..._-_..._--_...._------_._--_
* Page 2
..-.-_.._--_......__..
*GWC-5/MW-5 7/3012002 912412002 aQl2.5 SQl2.5 8 8 Page 1
*SNC Plant Vogtle Landfill#3 10121/2002 12/312002 6124/2003 Rank Sum=40 Rank Mean=8 BQL2.5 BQL2.5 BQL2.5 8 8 8 Calculation Results: Kruskal-Wallis H Statistic=17.0826 Kruskal-Wallis H Statistic (adjusted for tied non-detects)
=19.5136 95%Confidence comparison value is 9.48773 at 4 degrees of freedom 17.0826>9.48773 indicating a significant group difference at 5%significance level 19.5136>9.48773 indicating a significant group difference at 5%significance level when adjusted for ties Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg-7.2 12 4.2-7.2 Individual Well Comparisons at 1.25%Significance Level per Comparison 1.25%Z score is 2.25713 Mean background rank is 15.2 Well Mean Rank GWB-6/MW-6 8 GWC-13/MW-1327.2


GWC-14/MW-1419.4
SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: Trichlorofluoromethane All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)
Non-Detects Replaced with 1/2 DL
    =
K 15; Samples 30  =
i                x(i)            x(n-i+1)        x(n.1+1 )-x(i) a(n-i+1) b(i) 1                2.5              391              388.5          0.4254  165.268 2                2.5              381              378.5          0.3944  149.28 3                2.5              348              345.5          0.2487  85.9258 4                2.5              300              297.5          0.2148  63.903 5                2.5            221              218.5          0.187    40.8595 6                2.5            210              207.5          0.163    33.8225 7                2.5              184.5            182            0.1415  25.753 8                2.5            47.5              45            0.1219  5.4855 9                2.5            44                41.5          0.1036  4.2994 10              2.5            43                40.5          0.0862  3.4911 11              2.5            32                29.5          0.0697  2.05615 12              2.5              31              28.5          0.0537  1.53045 13              2.5            27                24.5          0.0381  0.93345 14              2.5            23                20.5          0.0227  0.46535 15              2.5              5                2.5            0.0076  0.019 16              5              2.5              -2.5 17              23              2.5              -20.5 18              27              2.5              -24.5 19              31              2.5              -28.5 20              32              2.5              -29.5 21              43              2.5              -40.5 22              44              2.5              -41.5 23              47.5            2.5              -45 24              184.5            2.5              -182 25              210            2.5              -207.5 26              221            2.5              -218.5 27              300            2.5              -297.5 28              348            2.5              -345.5 29              381            2.5              -378.5 30              391            2.5              -388.5
                  =
Sum of b values 583.093
                              =
Sample Standard Deviation 126.663
              =
W Statistic 0.730759 5% Critical value of 0.927 exceeds 0.730759 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.730759 Evidence of non-normality at 99% level of significance
* Page 1


GWC-5/MW-5 8 Critical Value 10.8835 10.8835 10.8835 10.8835 Diffrom Bkg-7.2 12 4.2-7.2 Individual Well Comparisons at Groupwise 5%Significance Level (1.25%Significance Level per comparison) 1.25%Z score is 2.25713 Mean background rank is 15.2 Well Mean Rank GWB-6/MW-6 8 GWC-13/MW-1327.2
SNC Plant Vogtle landfill #3 Kruskal-Wallis Non-Parametric Test Parameter: Trichlorofluoromethane Original Data (Not Transformed)
Non-Detects Replaced with 112 Dl Kruskal Wallis Ranks Background Wells Well 10            Date              Result                    Rank GWA-15IMW-157/30I2oo2                BQl2.5                   8 912412002          BQl2.5                    8 1012112002 -      BQl2.5                    8 121312002          aQl2.5                    8 612412003          BQl2.5                    8 Rank Sum=40 Rank Mean = 8 GWA-7IMW-7 7/3012002-                184.5                    24 912412002          32                        20 1012112002        221                      26 121312002          210                      25 612412003          23                        17 Rank Sum = 112 Rank Mean 22.4 =
Badtground Rank Sum = 152 Background Rank Mean = 15.2
* Compliance Wells WelllD            Date              Result                    Rank GWB-6IMW-6        713012002          aQl2.5                    8 912412002          BQl2.5                   8 1012112002        aQl2.5                    8 121312002          aQl2.5                    8 612412003          BQl2.5                    8 Rank Sum =40 Rank Mean 8    =
GWC-13IMW-137/30I2oo2                300                      27 912412002          381                      29 1012112002        348                      28 12/312002          391                      30 612412003 -        44                        22 Rank Sum = 136 Rank Mean 27.2 =
GWC-14/MW-147/30I2oo2                43                        21 912412002 -        47.5                      23 1012112002        31                        19 121312002        27                        18 612412003          5                          16 Rank Sum = 97 Rank Mean 19.4  =_-_ _--_
    .-..._... _--- ...      ...    .... _------_._--_ .. -.-_ .. _--_ ...... __ .. _~._---------
GWC-5/MW-5          7/3012002        aQl2.5                    8 912412002          SQl2.5                    8 Page 1


GWC-14/MW-1419.4 GWC-5/MW-5 8**Page 2}}
SNC Plant Vogtle Landfill #3 10121/2002        BQL2.5          8 12/312002          BQL2.5          8 6124/2003          BQL2.5          8 Rank Sum 40=
Rank Mean 8=
Calculation Results:
                            =
Kruskal-Wallis H Statistic 17.0826 Kruskal-Wallis H Statistic (adjusted for tied non-detects) = 19.5136 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 17.0826> 9.48773 indicating a significant group difference at 5% significance level 19.5136> 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 15.2 Well            Mean Rank          Diffrom Bkg      Critical Value GWB-6/MW-6 8                      -7.2            10.8835 GWC-13/MW-1327.2                  12              10.8835 GWC-14/MW-1419.4                  4.2              10.8835 GWC-5/MW-5 8                      -7.2            10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 15.2 Well            Mean Rank          Diffrom Bkg      Critical Value GWB-6/MW-6 8                      -7.2            10.8835 GWC-13/MW-1327.2                  12              10.8835 GWC-14/MW-1419.4                   4.2              10.8835 GWC-5/MW-5 8                       -7.2            10.8835
* Page 2}}

Latest revision as of 15:14, 22 March 2020

Groundwater Monitoring Report - Plant Vogtle Landfills #2 and #3, Solid Waste Permit Nos. 017-006D(L)(I) and 017-007D(L)(I), Burke County, Georgia, September 2003
ML073300609
Person / Time
Site: Vogtle  Southern Nuclear icon.png
Issue date: 09/24/2003
From: Carr W
Southern Nuclear Operating Co
To: Gillespie H
Office of Nuclear Reactor Regulation, State of GA, Environmental Protection Div
References
017-006D(L)(I), 017-007D(L)(I), EV-03-1995
Download: ML073300609 (141)


Text

Southern Nuclear Operating Company, Inc.

Post Office Box 1295 Birmingham, Alabama 35201-1295 Tel 205.992.5000 SOUTHERN'\

COMPANY Energy to Serve Your WorldS" September 24, 2003 File: E.03.40C Log: EV-03-1995 FEDERAL EXPRESS Vogtle Electric Generating Plant Landfill #2 and #3 Solid Waste Permit No. 017-006D(L)(I)

Solid Waste Permit No. 017-007D(L)(I)

Mr. Harold C. Gillespie Unit Coordinator - Industrial Solid Waste Unit Georgia Environmental Protection Division 4244 International Parkway, Suite 104 Atlanta, GA 30354

Dear Mr. Gillespie:

Pursuant to EPD Solid Waste Rule 391-3-4-.14 and in accordance with the approved Plant Vogtle Landfill #2 and #3 Groundwater Monitoring Plans, Southern Nuclear is submitting the attached semi-annual groundwater monitoring report which was prepared for Southern Nuclear by the Dextra Group. This report presents the analytical results for the semi-annual groundwater samples taken in June 2003 and the first assessment monitoring at wells GWA-15/MW-15, GWC-13/MW-13, and GWC-14/MW-14 which was conducted concurrently with the regular semi-annual monitoring.

As discussed in Sections 5 and 6 of the attached report, there was a statistically significant increase over background for barium in wells GWC-13/MW-13 and GWC-14/MW-14; trichlorofluoromethane in well GWC-13/MW-13; and 1,1-dichloroethane, chlorobenzene and cis-1 ,2-dichloroethane in well GWC-14/MW-14. There was also a detection of mercury, an Appendix II parameter. in samples from wells GWC-13/MW-13 and GWC-14/MW-14. A copy of this letter and the attached report will be placed in the operating record within 14 days to serve as the notice to the operating record in accordance with EPD Rules.

The next scheduled semi-annual sampling event is December 2003. In addition to the regular monitoring for Appendix I parameters, all wells will be analyzed for mercury based on the detection of mercury during this sampling event. The required annual assessment monitoring for Appendix II parameters will also be conducted in December for wells GWC-13/MW-13, GWC-14/MW-14 and GWA-15/MW-15.

EV-03-1995 Page 2 Georgia Environmental Protection Division Mr. Harold C. Gillespie If you have any questions, please contact Rachel Grimes at (205) 992-7025.

Sincerely, de~

W. C. Carr Manager - Environmental Services WCC/RLG:ahl cc: Mr. Michael Kemp (w/o)

Mr. Earl Hinkle (w/o)

Attachment

EV-03-1995 Page 3 Georgia Environmental Protection Division Mr. Harold C. Gillespie bc: P. D. Rushton (w/o)

W. F. Kitchens (w/o)

N. J. Stringfellow (w/o)

M. E. Wilder (w/o)

I. A. Kochery (w/o)

B. D. Carter (w/o)

S. Sundaram (w/o)

C. M. Burke (w/o) (Return Receipt)

SNC Document Management - Vogtle (Return Receipt)

GROUNDWATER MONITORING REPORT PLANT VOGTLE LANDFILLS #2 AND #3 SOLID WASTE PERMIT Nos. 017-006D(L)(I)

AND 017 -007D(L )(1)

BURKE COUNTY, GEORGIA SEPTEMBER 2003 PREPARED FOR:

Southern Nuclear Operating Company, Inc.

40 Inverness Center Parkway Birmingham, Alabama 35201 PREPARED By:

Kurt R. Batsel, P.E.

Georgia License Number 16594 The Dextra Group, LLC 4665 Lower Roswell Road, # 154 Marietta, Georgia 30068

  • GROUNDWATER MONITORING REPORT PLANT VOGTLE LANDFILLS #2 AND #3 SOLID WASTE PERMIT Nos. 017-006D(L)(I)

AND 017 -007D(L )(1)

BURKE COUNTY, GEORGIA SEPTEMBER 2003

  • PREPARED FOR:

Southern Nuclear Operating Company, Inc.

40 Inverness Center Parkway Birmingham, Alabama 35201 PREPARED By:

Kurt R. Batsel, P .E.

Georgia License Number 16594 The Dextra Group, LLC 4665 Lower Roswell Road, # 154 Marietta, Georgia 30068

TABLE OF CONTENTS 1 - Introduction 1 2 - Monitoring Well Network 1 3 - Groundwater Flow Rate and Directional Data 2 3.1 Geology/Hydrogeology 3.2 Groundwater Elevations and Gradients 4 - Sampling Procedures and Parameter Analyses 3 4.1 Procedures and Field Measurements 4.2 Parameter Analyses 5 - Groundwater Quality Evaluation 4 5.1 Detected Parameters 5.2 Statistical Analyses 5.2.1 Landfill #2 5.2.2 Landfill #3 6 - Conclusions 6 In Order Following Page 6 Tables 1 - Groundwater Elevations and Monitoring Well Construction Details, Landfill #2 2 - Groundwater Elevations and Monitoring Well Construction Details, Landfill #3 3 - Groundwater Sampling Field Measurements, Landfill #2 4 - Groundwater Sampling Field Measurements, Landfill #3 5 - Constituents for Detection Monitoring 6 - Summary of Detected Parameters, Landfill #2 7 - Summary of Detected Parameters, Landfill #3 Figures 1 - Potentiometric Surface Map Landfill #2, June 24, 2003 2 - Groundwater Contour Elevation Map Landfill #3, June 24, 2003 Appendices A - Laboratory Analytical Reports B - Statistical Analyses

1 - Introduction This report presents the results of groundwater sampling conducted in June 2003 at two private solid waste landfills (Landfill #2 and Landfill #3) operated by Southern Nuclear Operating Company, Inc.

(SNC) at Plant Vogtle in Waynesboro, Georgia. Groundwater monitoring was implemented at the landfills in 2002 in accordance with the approved Groundwater Monitoring Plan for the landfills.

The landfills are used for disposal of non-putrescible, non-liquid office and solid waste as well as construction/demolition debris such as asbestos insulation, wooden pallets, and concrete. The landfills are operated under Solid Waste Permit #s 017-006D(L)(I) and 017-007D(L)(I). The active trench at Landfill #2 is used only for asbestos disposal. Landfill #3, permitted in 1987, has been utilized for construction and demolition debris disposal since 1992.

Sampling, analyses and data evaluation were conducted in accordance with the rules of the Georgia Department of Natural Resources Environmental Protection Division, Chapter 391-3-4, the September 1991 "Manual for Groundwater Monitoring" and the approved Groundwater Monitoring Plan for the landfills.

The findings of the initial four sampling events, conducted from August 2002 through December 2002, were presented in the March 2003 Groundwater Monitoring Report. This report presents the results of the June 2003 semi-annual detection monitoring sampling event and assessment monitoring conducted based on the results of the initial detection monitoring events conducted in 2002. Subsequent reports will be prepared upon completion of semi-annual sampling events as scheduled in the Groundwater Monitoring Plan.

2 - Monitoring Well Network The groundwater monitoring well network consists of four permanent monitoring wells located along the north, east and south waste unit management boundaries of Landfill #2 (Figure 1), and seven permanent monitoring wells located along the perimeter of the waste management unit boundary of Landfill #3 (Figure 2). As shown in the figures, the wells are located outside of, but as close as practical to, the waste disposal areas. The wells are screened within the uppermost water-producing zones underlying the landfills, which occur from approximately 35 to 60 feet below land surface at Landfill #2 and from approximately 30 to 50 feet below land surface at Landfill #3.

The four permanent groundwater monitoring wells at Landfill #2 were installed in September 2001 after advancing a total of eight deep soil borings around the landfill boundary. The upgradient well is GWA-2/MW-2 and the downgradient, or compliance, wells are GWC-3/MW-3 and GWC-11/MW-

11. Well G\VB-4/MW-4 is best characterized as a cross gradient well, but is evaluated as a compliance well for this report. The well construction details are presented in Table 1.

The seven permanent groundwater monitoring wells at Landfill #3 were installed in September 2001 and in July 2002. The well construction details are presented in Table 2. Wells GWA-7/MW-7 and GWA-15/MW-15 are located at the south and southwest portions of the landfill boundary. Wells GWC-5/MW-5, GWC-13/MW-13 and GWC-14/MW-14 are located along the eastern portion of the landfill boundary, and wells G\VB-6/MW-6 and G\VB-16/MW-16 are located along the northern landfill boundary. As discussed in Section 3.2, well GWA-15/MW-15 is the designated background well, and the remaining wells are designated compliance wells.

Currently, there are no surface water monitoring stations at either landfill. Two surface water monitoring stations will be added upon construction of stormwater sediment ponds at Landfill #3 in accordance with the approved Design and Operational Plans for the landfills.

  • 3 - Groundwater Flow Rate and Directional Data 3.1 Geology/Hydrogeology The geology of the Plant Vogtle site consists of sedimentary deposits within the Coastal Plain physiographic province of Georgia. These sediments consist of unconsolidated sands, silts and clays comprised of marine and non-marine fluvial deposits. Marls and limestone were also encountered at depth in deep borings completed at the landfills. A boring completed to approximatdy 126 feet below land surface at the northwest boundary of Landfill #2 appears to have been completed just into or immediatdy on top of the Utley Limestone member. The marls encountered during drilling were components of the Irwinton Sand member. Either all or parts of the Barnwell Group members (except the Utley Limestone member) were also encountered in the other borings conducted at the landfills. Underlying the Barnwell Group is the Usbon Formation with its uppermost unit, the Blue Bluff Marl, located immediately under the Utley Umestone. This marl layer, approximatdy 70 feet thick, is a near-impermeable layer that effectively confines the Tertiary and Cretaceous aquifers, the two confined aquifers beneath the Plant site.

The occurrence of groundwater underlying the landfills appears in confined, semi-confined, unconfined, and perched hydrogeologic units. Groundwater is found primarily in sands, silty sands, clayey sands and marl limestone interfaces. The main difference between boring/well water production characteristics and aquifer confining characteristics appears to be the thickness of the water-producing zone, the grain size of the sand component, the sand/clay ratio and the characteristics of the marl/limestone interface.

Groundwater may also exist in an unconfined water table aquifer in the Barnwell sands and limestone that overlie the marl. The water table aquifer at the site is on an interfluvial ridge, or a topographically high area in which the groundwater in the water table discharges along streams that surround the topographic high. The streams eventually discharge to the Savannah River.

3.2 Groundwater Elevations and Gradients During well installation, the occurrence of groundwater was determined by collecting continuous split spoon samples beginning approximately five feet above the location of expected groundwater-producing zones. At both landfills, groundwater was generally found in water producing zones less than one foot thick and is frequently under semi-confined or confined conditions.

Upon completion of all drilling activities, measuring points were located on the tops of the well casings and surveyed relative to mean sea level (msl). During each sampling event, depth to water measurements were recorded in the wells from the surveyed devations using an dectronic water-Ievd indicator. The water levd measurements were then subtracted from the appropriate measuring point elevations to determine groundwater devations in the wells.

Hydraulic conductivity (K) in the wells was measured on September 26, 2001. The values ranged from 5.634 x 1()-4 em/sec in GWB-6/MW-6 to 3.064 x 10-2 em/sec in GWA-2/MW-2.

Landfill #2 Depth to water measurements and groundwater elevations for the wells at Landfill 2 are presented in Table 1. Based on groundwater devations measured during the sampling events to date, groundwater underneath Landfill 2 trends from a relativdy higher elevation at the eastern portion of the landfill 2

(GWA-2/MW-2) to relatively lower elevations in the west to northwest direction beneath the landfill (Figure 1).

The hydraulic gradient (shown on Figure 1 for June 2003) was calculated using a three-point problem from potentiometric surface elevations in monitoring wells GWA-2/MW-2, GWC-3/MW-3 and GWB-4/MW-4. The hydraulic gradient has ranged from a minimum of 0.01 (October 2002) to a maximum of 0.08 Oune 2003).

Landfill #3 Depth to water measurements and groundwater elevations for the wells at Landfill #3 are presented in Table 2. Based on the measured groundwater elevations to date, it appears that the groundwater elevation, or hydraulic 'head,' is greatest beneath the center area of the landfill, and decreases to the southeast, to the northeast and to the west-southwest beneath the landfill. TIlls mounding effect is believed to be the result of natural infiltration in the sandy soils within the topographically high area in the center of the landfill. TIlls topographically high area, which encompasses a broad area within the landfill, is a natural site feature present prior to any landfilling operations.

As discussed previously, the water-bearing stratigraphy beneath Landfill #3 is composed of individual saturated sand units within a clayey/marl matrix. These units mayor may not be interconnected. As such, groundwater elevations in the monitoring wells may reflect head in multiple perched layers and may not represent groundwater 'flow' direction beneath the landfill. Figure 2 presents a map depicting the saturated head contours measured during the June 2003 event.

Monitoring well GWA-15/MW-15 is the well most representative of background water quality at the site because of the distance between the well and the current landfilled area, and the location of the area of relatively higher head located between the well and the current landfilled area on the eastern portion of the site. TIlls well is therefore used as a background well to evaluate groundwater quality at the landfill.

The hydraulic gradient was calculated using a three-point problem from groundwater elevations in the monitoring wells as follows for each main direction of head difference:

Southeast: GWA-7/MW-7, GWC-13/MW-13, and GWC-14/MW-14; Northeast: GWB-6/MW-6, GWC-13/MW-13, and GWC-5/MW-5; and West-Southwest: GWA-7/MW-7, GWB-6/MW-6, and GWA-15/MW-15.

The calculated hydraulic gradient is presented on the contour map (Figures 2). To date the steepest hydraulic gradient has been consistently to the north-northeast. The north-northeast trending gradient has ranged from a minimum of 0.08 (October and December 2002) to a maximum gradient of 0.17 Oune 2003).

4 - Sampling Procedures and Parameter Analyses 4.1 Procedures and Field Measurements Prior to sample collection during each sampling event, depth to water measurements were recorded in each well from the surveyed elevations using an electronic water level indicator. The water level indicator was decontaminated using a potable water and AlconoX wash and a potable water rinse between use at each well. The water level measurements were then subtracted from the appropriate measuring point elevations to determine the groundwater elevations in the wells.

3

Groundwater samples were collected from all monitoring wells after the wells were properly purged according to the EPA document entitled Low-Flow Purging & Sampling of Groundwater Monitoring Wells (Bulletin QAD023)". The wells were purged and sampled using a QED SamplePro pump with dedicated replaceable pump bladders for each well. The wells were purged until a clear discharge was obtained with a turbidity of less than 10 NepWemetric Turbidity Units (ntu's). The purge rates were matched to the recovery rates of the wells, verified by periodic depth to water measurements to determine draw down during purging. The purging continued until at least three consecutive stable readings of pH, conductivity, and turbidity were recorded. Groundwater samples were then collected directly into pre-preserved sample containers supplied by the laboratory. Final measurements of pH, conductivity, and turbidity were performed to verify that these parameters remained stable during sampling. All field instruments were calibrated in the field daily prior to use and at the conclusion of each sampling event. The field measurements are provided on Tables 3 and 4.

After each sample was collected, the SamplePro pumps and airlines were decontaminated according to the following protocol:

  • The pump and air line were placed on clean plastic;
  • The pump was disassembled and the bladder was removed;
  • The pump was sprayed with a potable water and Alconox solution, followed with a distilled water rinse until all soap residue was removed;
  • A new pump bladder was then installed in the pump prior to reassembly; and
  • The pump airline was placed in a clean plastic bag between use at each well.

4.2 ParameterAnalYses In accordance with the approved Groundwater Monitoring Plan, the groundwater samples and field and laboratory quality assurance/quality control (QA/QC) samples were analyzed for the Chapter 391-3-4 Appendix I list of parameters, which consists of total metals and volatile organic compounds (Table S). The field QA/QC samples consisted of duplicate samples, trip blanks and equipment blanks. Metals analyses were conducted using EPA Methods 6010B/7841, and VOCs analyses were conducted using EPA Methods 601OB/8260B and 504.1 to provide sufficiently sensitive quantitation limits for comparison with maximum contaminant limits. All laboratory analyses were provided by Advanced Chemistry Labs, Inc., Atlanta, Georgia. The complete laboratory analytical reports, which include field and laboratory QA/QC results and chain-of-custody forms, are provided in Appendix A.

In addition, assessment monitoring was conducted at Landfill #3 for the June 2003 sampling event based on the results of the initial four sampling events in which statistically significant concentrations of barium and several organic parameters were indicated in the GWC-13 and GWC-14 well samples.

The assessment monitoring consisted of analyses of the Chapter 391-3-4 Appendix II list of parameters for the GWA-15, GWC-13 and GWC-14 well samples.

5 - Groundwater Quality Evaluation 5.1 Detected Parameters Tables 6 and 7 present a summary of all analyzed parameters that were detected above the laboratory method reporting limits.

  • 4

Landftll#2 At Landfill #2, only zinc was detected at 0.029 mg/l in the GWC-11 well sample. Well GWC-3 could not be sampled for this event since it was dry.

No parameters were detected in any of the field or laboratory QA/QC samples, and the laboratory QA/QC checks were within acceptable limits.

Landftll#3 At Landfill #3, barium was detected at concentrations below the MCL in the GWA-7, GWC-13 and GWC-14 well samples. Zinc was also detected at low concentrations in the GWC-13 and GWC-14 well samples.

Several VOCs were detected in samples from wells GWC-13 and GWC-14, and the parameter trichlorofluoromethane was also detected in the sample collected from GWA-7. All of the detected VOCs were reported at concentrations below the MCLs. The number of detected parameters and the reported concentrations for the detected parameters decreased for this sampling event compared to the initial four sampling events conducted in 2002.

One assessment monitoring parameter, mercury, was detected in the GWC-13 and GWC-14 well samples at concentrations of 0.0005 mg/l and 0.0072 mg/l respectively. The MCL for mercury is 0.002 mg/l.

5.2 StatisticalAnalYses In accordance with the approved Groundwater Monitoring Plan, statistical analyses were conducted for each constituent detected in the compliance well samples for this sampling event. The analyses were conducted to help identify any significant increase in constituent concentrations in downgradient, or compliance, well samples over samples representative of background water quality.

The analyses were conducted consistent with U.S. EPA recommended methods as detailed in the guidance document "Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities -

Interim Final Guidelines" (1989) and the corresponding Addendum (1992).

The following methodology was used to evaluate the data:

  • The distribution of the data was first evaluated for normality using the Shapiro-Wilkes Test as recommended in the 1992 EPA guidance. The test indicates that the concentration data sets of the detected parameters in all wells at both landfills do not follow normal distributions.
  • For the well data sets at both landfills, the Kruskal-Wallis non-parametric analysis of variance method was used to compare the concentrations of individual parameters in each compliance well to the concentrations of these parameters in the background wells. TIlls method is recommended by the 1992 EPA guidance for sample sets that do not follow a normal distribution and that have between 15% and 90% non-detects.

The detailed statistical analyses are provided in Appendix B and the results are summarized below.

  • 5

5.2.1 Lam/fill #2 At Landfill #2, only zinc was detected in the sample from compliance well GWC-ll/MW-l1. The analyses indicate no statistically significant increase in zinc concentrations in the compliance well samples as compared to the concentrations in the background well samples at Landfill #2.

5.2.1 Lan4,fill #3 Compared to J:>ackground wells GWA-7/!vIW-7 and GWA-15/!vIW-15, the analyses indicate statistically significant higher concentrations of barium in wells GWC-13/MW-13 and GWC-14/MW-14, the organic parameter tricWorofluoromethane in well GWC-13/MW-13, and the organic parameters 1,I-dicWoroethane, cWorobenzene and cis-I, 2-dicWoroethene in well GWC-14/MW-14.

The Appendix II parameter, mercury, was also detected in the GWC-13/MW-13 and GWC-14/MW-14 well samples at concentrations of 0.0005 mg/l and 0.0072 mg/~ respectively. The MCL for mercury is 0.002 mg/l. Statistical analyses of mercury concentrations could not be performed as this parameter was analyzed for the first time as part of assessment monitoring for this event.

6 - Conclusions Since a statistically significant increase over background is indicated for several analyzed parameters in wells GWC-13/MW-13 and GWC-14/MW-14 at Landfill #3, SNC will place a notice in the operating record within 14 days of submittal of this report as required by Chapter 391-3-4. The notice will indicate which constituents have shown statistically significant higher concentrations than in the background wells. The notice will also include detection of the Appendix II parameter, mercury, in well samples GWC-13/MW-13 and GWC-14/MW-14.

SNC will continue assessment monitoring per the requirements of paragraphs (20) through (33) of Chapter 391-3-4--.14. Based on detection of the Appendix II parameter mercury during this sampling event, future semi-annual sampling will include analysis for mercury in all wells. In addition, the December 2003 sampling event will include the complete Appendix II analyses in wells GWA-15/MW-15, GWC-13/MW-13 and GWC-14/MW-14 to satisfy the assessment monitoring program requirement for annual Appendix II analysis in wells showing statistically significant increases of baseline monitoring parameters. After completion of 4 semi-annual sampling events for mercury, this parameter will be added to the routine statistical analysis that is currently performed for the Appendix I parameters.

  • 6

TABLES

  • *Table 1 Southern Nuclear Operating Company Plant Vogtle Landfill #2 Groundwater Elevations and Monitoring Well Construction Details Total Boring Total Well Riser Groundwater Measuring Point Elevation Ground Surface Elevation Depth to Water Depth Depth Height Screened Interval Elevation WelllD Date (feet, mal) (feet, mal) (feet, topvc) (feet, bla) (feet, topvc) (feet) (feet, msl) (feet, msl)

GWA-2/MW-2 9/2612001 249.41 246.76 40.02 57 47.30 2.70 191.76 to 201.76 209.39 7/29/2002 41.69 207.72 9/9/2002 41.64 207.77 10/21/2002 42.72 206.69 12/3/2002 40.69 208.72 612412003 37.58 211.83 GWC-3/MW-3 912612001 250.41 247.81 50.45 50 52.08 2.66 187.81 to 197.81 199.96 7129/2002 50.05 200.36 91912002 50.79 199.62 10121/2002 49.30 201.11 12/3/2002 50.26 200.15 6124/2003 51.58 198.83 GWB-4/MW-4 912612001 242.40 239.83 39.84 54 48.80 2.60 183.83 to 193.83 202.56 7129/2002 40.06 202.34 9/9/2002 41.27 201.13 1012112002 40.50 201.90 12/4/2002 39.65 202.75 6124/2003 38.10 204.30 GWC-111MW-11 7/29/2002 227.53 225.09 64.80 65 68.95 2.44 158.58 to 168.58 162.73 9/9/2002 59.99 167.54 1012112002 65.27 162.26 12/4/2002 65.49 162.04 6/24/2003 59.72 167.81 Notes:

Ground surface measured at survey boll set In concrete pad at base of protective casing.

msl = mean sea level.

=

topvc measured from top of pvc riser.

=

bls below land surface.

Page 1 of 1

  • Table 2 Southern Nuclear Operating Company Plant Vogtle Landfill #3 Groundwater Elevations and Monitoring Well Construction Details Total Boring Total Well Riser Groundwater Measuring Point ElevatIon Ground Surface Elevation Depth to Water Depth Depth Height Screened Interval Elevation Well 10 Data (feet. msl) (feet. msl) (feet, topvc) (feet. bls) (feet. topvc) (feet) (fealomsl) (feelomsl)

GWC*5/MW*5 9/2612001 251.96 249.11 48.65 57 57.41 2.89 185.1110195.11 203.31 7/29/2002 50.21 201.75 9/9/2002 50.43 201.53 10/21/2002 49.26 202.70 1213/2002 49.26 202.70 6/24/2003 44.60 207.36 GWB*6/MW*6 9/2612001 278.87 276.45 47.47 67 64.34 2.43 202.4510212.45 231.40 7/29/2002 48.52 230.35 9/9/2002 48.55 230.32 10/21/2002 49.21 229.66 12/312002 48.86 230.01 6/24/2003 46.92 231.95 GWA-7/MW-7 9/2612001 261.33 259.39 31.11 50 40.22 1.90 211.1110221.11 230.22 7/29/2002 33.18 228.17 9/9/2002 33.25 228.08 10/21/2002 33.20 228.13 12/3/2002 32.94 228.39 6/24/2003 27.51 233.82 GWC*13/MW*13 7/29/2002 273.08 270.99 40.92 50 50.14 2.09 222.9410232.94 232.16 919/2002 41.00 232.08 10/21/2002 40.94 232.14 12/3/2002 40.48 232.60 6/24/2003 36.90 236.18 GWC*14/MW*14 7/29/2002 262.88 260.66 40.05 60 53.38 2.22 209.5010229.50 222.83 9/9/2002 42.31 220.57 10/21/2002 42.79 220.09 12/3/2002 42.35 220.53 6/24/2003 44.29 218.59 GWA*15/MW*15 7/29/2002 268.15 265.34 45.94 55 56.86 2.81 211.2910221.29 222.21 9/9/2002 46.05 222.10 10/21/2002 46.19 221.96 12/3/2002 46.23 221.92 6/24/2003 41.76 226.39 GWB*16/MW-16 7/29/2002 256.95 254.57 DRY 65 67.39 2.36 189.5610209.56 DRY 9/9/2002 DRY DRY 10121/2002 DRY DRY 12/312002 DRY DRY 6124/2003 DRY DRY Noles:

Ground surface measured al survey boR sel in concrele pad al base of prolective casing.

msl = mean sea level.

=

lopvc measured from top of pvc riser.

Pogo 1 011

  • Table 3 Southern Nuclear Operating Company Plant Vogtle Landfill #2 Groundwater Sampling Field Measurements Gallons WelllD Date pH Conductlv1ty 1 Turbldlti Purged Odor Color Notes GWA-2IMW-2 912612001 -- -- -- -- -- -- Well Development Only 712912002 4.69 19 13.8 2.5 none none 91912002 4.51 24.9 7.53 -- none none 1012112002 5.17 18 1.31 3.1 none none 121312002 5.30 13 9.1 3.5 none none 612412003 6.28 26.9 5.76 1.0 none none GWC-3/MW-3 9126/2001 -- -- -- -- -- -- Well Development Only 712912002 4.08 27.9 22.2 1.3 none none 91912002 6.03 36.5 4.08 0.5 none none 10/2112002 -- 176 35.6 <0.5 gal -- -- Too little water to purge and sample 121312002 5.51 488 14.0 <0.5 gal -- -- Too little water to purge and sample 612412003 -- -- -- <0.5gal none none Too little water to purge and sample GWB-4/MW-4 912612001 4.73 36.0 15.5 35.0 -- -- Well Development Only 7129/2002 4.21 269 3.63 2.0 none none 91912002 4.35 '34.8 0.55 2.0 none none 1012112002 5.01 25 6.44 3.0 none none 12/412002 5.51 9B.7 2.60 4.0 none none 612412003 5.33 36.0 5.27 2.0 none none GWC-11/MW-11 7129/2002 5.30 67.5 36.6 4.0 none pale white 91912002 6.24 97.0 6.51 2.0 none none 1012112002 5.05 75.0 B.05 1.B none none 121412002 5.72 57.1 B.10 2.0 none none 612412003 6.93 70.0 2.70 2.5 none none Notes:

N/A=not applicable

'-- = no data recorded f1 Conductivity in units of umhos/sec 12 Turbidity in units of NTU 1 of 2

  • Table 4 Southern Nuclear Operating Company Plant Vogtle Landfill #3 Groundwater Sampling Field Measurements Gilions Well 10 Olte pH Conductivity1 Turbidity' Purged Odor Color Notes GWC-5IMW-5 912612001 5.11 47.5 28.6 6.0 none cloudy Well Development Only.

712912002 5.41 24.4 2.83 1.75 none none 91912002 8.13 365 4.11 2.0 none none 1012112002 - - -- -- -- -

121312002 5.94 117 7.8 2.0 none none 612412003 5.18 29 3.5 6.0 none none GWB-6IMW-6 912612001 7.13 242 25.6 2.0 none - Well Development Only 712912002 6.75 1,338 0.35 1.5 none none 91912002 4.13 198 6.43 1.5 none none 1012112002 6.72 573 0.44 2.5 none none 121312002 6.14 116 0.45 1.5 none none 612412003 7.09 155 9.1 1.5 none none GWA-7IMW-7 912612001 .- .. cloudy 30.0 .- - Well Development Only 712912002 6.97 251 8.33 2.5 none none 91912002 7.52 327 9.97 5.0 none none 10121/2002 4.39 92 3.14 2.0 none none 12/312002 6.51 188 7.3 2.5 none none 612412003 7.02 163 101.3 4.0 none dark brown turbidity >100 ntu lor 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />.

GWC-13IMW-13 7/29/2002 6.52 421 0.66 --

9/912002 5.96 77.5 6.40 1.0 none none 10/21/2002 6.19 73.4 3.09 2.5 none none 12/312002 6.54 481 1.00 2.5 none none 6/2412003 5.95 271 2.02 2.5 none none GWC*14IMW*14 712912002 8.49 448 1.15 -- none none 9/912002 5.57 717 5.19 -- none none 10/21/2002 8.00 674 4.65 3.2 none none 121312002 5.54 547 2.7 4.5 none none 6124/2003 5.97 197 3.61 2.5 none none GWA-15IMW-15 7/29/2002 5.70 95.8 1.12 4.0 none none 91912002 5.92 118 8.53 2.5 none none 10/21/2002 5.19 81 1.88 4.5 none none 1213/2002 7.58 78.2 3.8 2.5 none none 6/2412003 7.44 48.0 5.38 2.5 none none GWB-16/MW-16 7/29/2002 N/A N/A N/A N/A N/A N/A Well Dry 91912002 NIA NlA NIA N/A NIA N/A Wen Dry 10/21/2002 N/A NIA N/A N/A NIA NIA Well Dry 12/312002 N/A NIA N/A N/A NIA N/A Well Dry 8/2412003 NIA N/A NIA N/A N/A N/A Well Dry Notes:

NIA=not appllceble

'--

  • no data recorded 11 Conductivity In units of umhoslsec 12 Turbidity In units 01 NTU 2012

Table 5 Southern Nuclear Operating Company Plant Vogtle Landfills #2 and #3 Appendix I to Part 40 CFR Part 258: Constituents for Detection Monitoring (1)

Common Name (2) EPA Method Inorganic Constituents:

(1) Antimony . 6010B/7041 (2) Arsenic . 6010B/7061 (3) Barium . 6010B/7091 (4) Beryllium . 6010B/7091 (5) Cadmium . 6010B/7131 (6) Chromium . 6010B/7191 (7) Cobalt . 6010B/7201 (8) Copper . 6010B/7211 (9) Lead . 6010B/7421 (10) Nickel . 6010B/7520 (11) Selenium . 6010B/7741 (12) Silver . 6010B/7761 (13) Thallium . 6010B/7841 (14) Vanadium . 6010B/7911 (15) Zinc . 6010B/7951 Organic Constituents: 8260 (16) Acetone .

(17) Acrylonitrile .

(18) Benzene .

(19) Bromochl oromethane .

(20) Bromodichloromethane .

(21) Bromoform; Tribromomethane .

(22) Carbon disulfide .

(23) Carbon tetrachloride .

(24) Chi orobenzene .

(25) Chloroethane; Ethyl chloride .

(26) Chloroform; Trichloromethane .

(27) Dibromochloromethane; Chlorodibromomethane .

(28) l,2-Dibromo-3-chloropropane; DBCP .

(29) l,2-Dibromoethane; Ethylene dibromide; EOB .

(30) o-Oichlorobenzene; l,2-0ichlorobenzene .

(31) p-Oichlorobenzene; l,4-0ichlorobenzene .

(32) trans-1,4-0ichloro-2-butene .

(33) l,l-0ichloroethane; Ethylidene chloride .

(34) l,2-0ichloroethane; Ethylene dichloride .

(35) l,l-Oichloroethylene; l,l-0ichloroethene; Vinylidene chloride .

(36) cis-1,2-0ichloroethylene; cis-1,2-0ichloroethene .

(37) trans-1,2-0ichloroethylene; trans-1,2-0ichloroethene (38) l,2-0ichloropropane; Propylene dichloride .

(39) cis-1,3-0ichloropropene .

(40) trans-1,3-0ichloropropene .

(41) Ethylbenzene .

(42) 2-Hexanone; Methyl butyl ketone .

(43) Methyl bromide; Bromomethane " .

(44) Methyl chloride; Chloromethane .

Page 1 of 2

Table 5 (continued)

Southern Nuclear Operating Company, Inc.

Plant Vogtle Landfills #2 and #3 Appendix I to Part 40 CFR Part 258: Constituents for Detection Monitoring (1)

Common Name (2) EPA Method (45) Methylene bromide; Dibromomethane . 8260 (46) Methylene chloride; Dichloromethane .

(47) Methyl ethyl ketone; MEK; 2-Butanone .

(48) Methyl iodide; Iodomethane .

(49) 4-Methyl-2-pentanone; Methyl isobutyl ketone .

(50) Styrene .

(51) 1,1,1,2-Tetrachloroethane .

(52) 1,1,2,2-Tetrachloroethane .

(53) Tetrachloroethylene; Tetrachloroethene; Perchloroethylene .

(54) Toluene .

(55) 1,1,1-Trichloroethane; Methylchloroform .

(56) 1,1, 2-Trichloroethane .

(57) Trichloroethylene; Trichloroethene .

(58) Trichlorofluoromethane; CFC-ll .

(59) 1,2, 3-Trichloropropane .

(60) Vinyl acetate .

(61) Vinyl chloride .

(62) Xylenes .

(1) This list contains 47 volatile organics for which possible analytical procedures provided in EPA Report SW-846 "Test Methods for Evaluating Solid Waste," third edition, November 1986, as revised December 1987,includes Method 8260; and 15 metals for which SW-846 provides either Method 6010 or a method from the 7000 series of methods.

(2) Common names are those widely used in government regulations, scientific publications, and commerce; synonyms exist for many chemicals .

  • Page 2 of 2

Table 6 Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters July 2002 WEll SAMPLES CONSTITUENT MCl GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 Metals1 Sarium 2 0.027 Sal 0.021 0.085 Zinc NA Sal Sal Sal 0.034 Organics2 1,1-Dichloroethane NA Sal Sal Sal Sal Chlorobenzene 100 Sal Sal Sal Sal 1,4-Dichlorobenzene 75 Sal Sal Sal Sal Methylene chloride 5 Sal Sal cis-1,2-Dichloroethene 70 Sal Sal Trichlorofluoromethane NA Sal Sal Sal 1,1-Dichloroethene 7 Sal Sal Sal Xylenes (Total) 10000 Sal Sal Sal Vinyl chloride 2 Sal Sal Sal Sal - Selow quantification level MCl - Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5; NA - None available 1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb Indicates exceedance of MCl

  • Page 1 of 5

Table 6 (continued)

Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters September 2002 WELL SAMPLES CONSTITUENT MCl GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 Metals 1 Sarium 2 Sal Sal 0.021 0.020 Zinc NA Sal Sal sal Sal 2

Organics 1,1-Dichloroethane NA Sal Sal sal sal Chlorobenzene 100 Sal Sal sal sal 1,4-Dichlorobenzene 75 Sal Sal Sal Sal Methylene chloride 5 Sal Sal sal Sal cis-1,2-Dichloroethene 70 Sal Sal sal Sal Trichlorofluoromethane NA Sal Sal sal Sal 1,1-Dichloroethene 7 Sal Sal sal Sal Xylenes (Total) 10000 Sal sal sal sal Vinyl chloride 2 Sal sal sal Sal Sal - Selow quantification level MCl - Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5; NA - None available 1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb Indicates exceedance of MCl

  • Page 2 of 5

Table 6 (continued)

Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters October 2002 WEll SAMPLES CONSTITUENT MCl GWA-2/MW-2 GWC-3/MW-3 3 GWB-4/MW-4 GWC-11/MW-11 Metals 1 Sarium 2 Sal NS 0.021 0.025 Zinc NA Sal NS Sal Sal Organics2 1,1-Dichloroethane NA Sal NS Sal Sal Chlorobenzene 100 Sal NS Sal Sal 1,4-Dichlorobenzene 75 Sal NS Sal Sal Methylene chloride 5 Sal NS Sal Sal cis-1,2-Dichloroethene 70 Sal NS Sal Sal Trichlorofluoromethane NA Sal NS Sal Sal 1,1-Dichloroethene 7 Sal NS Sal Sal Xylenes (Total) 10000 Sal NS Sal Sal Vinyl chloride 2 Sal NS Sal Sal Sal - Selow quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None available 1 Metals concentrations in mg/l 20rganics concentrations in ug/l or ppb 3Dry well, not sampled (NS)

Indicates exceedance of MCl

  • Page 3 of5

Table 6 (continued)

Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters December 2002 WEll SAMPLES CONSTITUENT MCl GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWS-4/MW-4 3 GWC-11/MW-11 1

Metals Sarium 2.00 0.015 0.020 0.021 0.020 0.018 Zinc NA Sal 0.047 Sal Sal Sal Organics2 1,1-Dichloroethane NA Sal Sal Sal Sal Sal Chlorobenzene 100 Sal Sal Sal Sal Sal 1,4-Dicholorbenzene 75 Sal Sal Sal Sal Sal Methylene chloride 5 Sal Sal Sal Sal Sal cis-1 ,2-Dichloroethene 70 Sal Sal Sal Sal Sal Trichlorofluoromethane NA Sal Sal Sal Sal Sal 1,1-Dichloroethene 7 Sal Sal Sal Sal Sal Xylenes (Total) 10000 Sal Sal Sal Sal Sal Vinyl chloride 2 Sal Sal Sal Sal Sal Sal - Selow quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None available 1Metals concentrations in mg/l 20rganics concentrations in ug/I or ppb 3Replicate sample of GWS-4I1MW-4 well Indicates exceedance of MCl

.' Psge4of5

Table 6 (continued)

Southern Nuclear Operating Company Plant Vogtle Landfill #2 Summary of Detected Parameters June 2003 WEll SAMPLES CONSTITUENT MCl GWA-2/MW-2 GWC-3/MW-3 GWS-4/MW-4 GWC-11/MW-11 1

Metals Sarium 2.00 Sal NS Sal Sal Zinc NA Sal NS Sal 0.029 Organics2 1,1-Dichloroethane NA Sal NS Sal Sal Chlorobenzene 100 Sal NS Sal Sal 1,4-Dicholorbenzene 75 Sal NS Sal Sal Methylene chloride 5 Sal NS Sal Sal cis-1,2-Dichloroethene 70 Sal NS Sal Sal Trichlorofluoromethane NA Sal NS Sal Sal 1,1-Dichloroethene 7 Sal NS Sal Sal Xylenes (Total) 10000 Sal NS Sal Sal Vinyl chloride 2 Sal NS Sal Sal Sal - Selow quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None available NS - Not sampled; well dry 1Metals concentrations in mg/l 20 rganics concentrations in ug/I or ppb Indicates exceedance of MCl

  • Page 5 of5

Table 7 Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters JUly 2002 WEllS 1 CONSTITUENT MCl 3 GWC-5/MW-5 GWS-6IMW-6 GWA-7/MW-7 GWA-7-2JMW-7-2 GWC-13/MW-13 GWC-14/MW-14 GWA-15/MW-15 Metals 1 Sarium 2 Sal Sal Sal Sal 0.077 0.068 Sal Zinc NA Sal Sal Sal Sal Sal Sal Sal Organics2 1.1-Dichloroethane NA Sal Sal Sal Sal Sal 13 Sal Chlorobenzene 100 Sal Sal BOl Sal Sal Sal Sal 1,4-Dichlorobenzene 75 sal Methylene chloride 5 Sal cis-1,2-Dichloroethene 70 BOl sal Sal Sal Sal 10 sal Trichlorofluoromethane NA Sal Sal 177 192 300 43 sal 1,1-Dichloroethene 7 Sal Sal Sal sal Sal Sal sal Xylenes (Total) 10000 BOl sal Sal Sal sal 8 sal Vinyl chloride 2 Sal sal sal sal Sal sal sal sal - Selow quantification level MCl - Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5; NA - None available 1Metals concentrations in mgIL 20rganics concentration units in ugA or ppb 3Replicate sample of GWA-7/MW-7 well sample Indicates exceedance of MCl

  • Page 1 of5

Table 7 (continued)

Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters September 2002 WEll SAMPLES CONSTITUENT MCl 3 GWC-5IMW-5 GWB-6IMW-6 GWA-7IMW-7 GWC-13IMW-13 GWC-14IMW*14 GWC-14-2IMW.14-2 GWA-15IMW*15 Metals' Barium 2 0.020 BOl BOl 0.085 0.092 0.095 BOL Zinc NA BOl BOl BOl 0.023 BOl BOL BOL 2

Organics 1,1-Dichloroethane NA BOl BOl BOl 6 21 21 BOL Chlorobenzene 100 BOl BOl BOl BOl 8 8 BOl 1,4-Dichlorobenzene 75 BOL BOL BOL BOL 37 36 BOL Methylene chloride 5 BOl BOl BOl BOL BOl BOl BOl cis-1,2-Dichloroethene 70 BOl BOl BOl BOl 19 18 BOl Trichlorofluoromethane NA BOL BOL 32 BOl 1,1-Dichloroethene 7 BOL BOl BOl BOl Xylenes (Total) 10000 BOL BOl BOl BOL 23 23 BOl Vinyl chloride 2 BOl BOl BOl BOl BOl BOl BOl - Below quantification level MeL - Maximum Contaminant level per Georgia EPD Rule Chapter 391-3-5; NA - None available

'Metals concentrations in mgll 20rganics concentration units in ugll or ppb 3Replicate sample of GWB-14/IMW-14 well sample

  • Page 20f5

Table 7 (continued)

Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters October 2002 WEll SAMPLES CONSTITUENT MCl GWC-5/MW-5 GWB-6IMW-6 GWA-7/MW-7 GWC-13/MW-13 GWC-14/MW-14 GWA-15/MW-15 GWA-15-21MW-15-2 3 Metals' Barium BOl BOl BOl 0.083 0.064 Sal BOl Zinc BOl Sal BOl 0.027 BOl BOl BOl Organics2 1,1*Dichloroethane NA BOl Sal BOl 6 17 BOl BOl Chlorobenzene 100 BOl BOl BOl BOl 9 BOl Sal 1,4-Dicholorbenzene 75 BOl BOl BOl BOl 35 BOl BOl Methylene chloride 5 BOl BOl BOl BOl BOl BOl os-1,2-Dichloroethene 70 BOl Sal BOl BOl 16 BOl BOl Trichlorofluoromethane NA Sal BOl 221 348 31 BOl BOl 1,1-Dichloroethene 7 BOl BOl BOl BOl BOl BOl BOl Xylenes (Total) 10000 BOl BOl Sal BOl 11 BOl Sal Vinyl chloride 2 BOl BOl BOl Sal BOl Sal Sal BOl - Below quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None available

'Metals concentrations in rngIl 20rganics concentration units in ugll or ppb 3Replicate sample of GWA-15//MW-15 well

('E.:t'%;~'\~~~~.~w:~tt;~ Indicates exceedance of MCl

  • Page30f5

Table 7 (continued)

Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters December 2002 WELL SAMPLES CONSTITUENT MCL GWC-5/MW-5 GWS-6IMW-6 GWA-7/MW-7 GWC-13/MW-13 GWC-14/MW-14 GWA-15/MW-15 Metals 1 Sarium 2.00 0.018 SOL 0.015 0.082 0.106 SOL Zinc NA SOL SOL SOL 0.027 SOL SOL 2

Organics 1,1-Dichloroethane NA SOL SOL SOL 7 16 SOL Chlorobenzene 100 SOL SOL SOL SOL 10 SOL 1,4-Dicholorbenzene 75 SOL SOL SOL SOL 39 SOL Methylene chloride 5 SOL SOL SOL SOL SOL SOL cis-1,2-Dichloroethene 70 SOL SOL SOL SOL 19 SOL Trichlorofluoromethane NA SOL SOL 210 391 27 SOL 1,1-Dichloroethene 7 SOL SOL SOL SOL Xylenes (Total) 10000 SOL SOL SOL SOL 21 SOL Vinyl chloride 2 SOL SOL SOL SOL SOL 3

Chloroform 0.1 SOL SOL SOL 5 SOL SOL SOL - Selow quantification level MCL - Maximum Contaminant Level per EPD Rule Chapter 391-3-5; NA - None available 1Meta Is concentrations in mg/L 20 rganics concentration units in ug/I or ppb 3Applies only to Community Water Systems serving 10,000 Indicates exceedance of MCL

  • Page 4 of5

Table 7 (continued)

Southern Nuclear Operating Company Plant Vogtle Landfill #3 Summary of Detected Parameters June 2003 WEll SAMPLES CONSTITUENT MCl 5 GWC-5IMW-5 GWS-6IMW-6 GWA-7IMW-7 GWC-131MW-13 GWC-13IMW-13 GWC-141MW-14 GWA-15IMW-15 1

Metals Sarium 2.00 Sal Sal 0.036 0.029 0.030 0.051 Sal Zinc NA Sal Sal 0.034 Sal Sal Sal Sal Copper 1.3 Sal Sal 0.035 Sal Sal Sal Mercury* 0.002 NA NA NA 0.0005 0.0005 Sal Organics2 1.1-Dichloroethane NA Sal Sal Sal 9 9 10 Sal Chlorobenzene 100 Sal Sal Sal Sal Sal 7 Sal 1,4-Dicholorbenzene 75 Sal Sal Sal Sal Sal 16 Sal Methylene chloride 5 Sal Sal Sal Sal Sal Sal Sal cis-1,2-Dichloroethene 70 Sal Sal Sal 6 6 10 Sal Trichlorofluoromethane NA Sal Sal 23 41 47 5 Sal 1,1-Dichloroethene 7 Sal Sal Sal Sal Sal Sal Sal Xylenes (Total) 10000 Sal Sal Sal Sal Sal Sal Sal Vinyl chloride 2 Sal Sal Sal Sal Sal Sal Sal Chloroform 3 0.1 Sal Sal Sal Sal Sal Sal Sal Sal - Selow quantification level MCl - Maximum Contaminant level per EPD Rule Chapter 391-3-5; NA - None Available or Not Analyzed

'Metals concentrations in mgll 20rganics concentration units in ugll or ppb JApplies only to Community Water Systems serving 10,000

  • Appendix II parameter; NA reflects that this parameter was not analyzed for those wells not induded in the Assessment Monitoring Program 5Replicate sample of well GWC-13IMW-13 sample
  • Page50f5

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ApPENDIX A - LABORATORY ANALYTICAL REPORTS

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~4"":'4----------------~3~0":'39=-:"A-m-w":":'ile-r-::R=-o-a"":'d-' "=S-:ui~te-1~0~0-:'A::'tla-n-ta-,~G~A~30~3~6~0-Fax: (770) 409-1844 P.O. Sox 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel V.D. (50308/82608)

  • Appendix II Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203344 Units: 1J9/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone sal 100 cis-1,3-Dichloropropene sal 5 Acetonitrile sal 100 trans-1,3-Dichloropropene sal 5 Acrolein sal 100 Ethyl methacrylate sal 10 Acrylonitrile sal 50 Ethylbenzene sal 5 Allyl chloride sal 10 2-Hexanone sal 50 Senzene sal 5 Isobutyl alcohol sal 50 mochloromethane sal 5 Methacrylon itrile sal 100

  • modichloromethane sal 5 Methyl bromide sal 10 Sromoform sal 5 Methyl chloride sal 10 Carbon disulfide sal 5 Methyl ethyl ketone sal 100 Carbon tetrachloride sal 5 Methyl iodide sal 5 Chlorobenzene sal 5 Methyl methacrylate sal 30 Chloroethane sal 10 4-Methyl-2-pentanone sal 50 Chloroform sal 5 Methylene bromide sal 5 Chloroprene sal 20 Methylene chloride sal 5 1,2-Dibromo-3-chloropropane sal 20 Naphthalene sal 5 Dibromochloromethane sal 5 Propionitrile sal 150 1,2-Dibromoethane sal 5 Styrene sal 5 trans-1 A-Dichloro-2-butene sal 10 1,1,1,2-Tetrachloroethane sal 5 1,2-Dichlorobenzene sal 5 1,1,2,2-Tetrachloroethane sal 5 1,3-Dichlorobenzene sal 5 Tetrachloroethene sal 5 1A-Dichlorobenzene sal 5 Toluene sal 5 Dichlorodifluoromethane sal 5 1,1 ,1-Trichloroethane sal 5 1,1-Dichloroethane 9 5 1,1,2-Trichloroethane sal 5 1,2-Dichloroethane sal 5 Trichloroethene sal 5 1,1-Dichloroethene sal 5 Trichlorofluoromethane 41 5 cis-1,2-Dichloroethene 6 5 1,2,3-Trichloropropane sal 5 trans-1,2-Dichloroethene sal 5 Vinyl acetate sal 50 1,2-Dichloropropane sal 5 Vinyl chloride saL 2

~Dichloropropane sal 5 m& p-Xylenes sal 10

~ichloropropane sal 15 o-Xylene sal 5 1,1-Dichloropropene sal 5 BOl = Below Ouantitation Limit J = less than Ouantttation Limn. Approximate Value PQl = Practical Quantitation Limit

IACL I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

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  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203344 Units: ~g/L Analyst: TM Analvte Result pal 1,2-Dibromo-3-chloropropane Sal 0.20 1,2-Dibromoethane Sal 0.05 BQl = Below Quantitation Limit J = less than Quantitation Limit. Approximate Value POL = Practical Quantitation Limit

IACL I Phone: (770)409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road' Suite 100

  • Atlanta, GA 30360 P.O. Sox 88610' Atlanta, GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Acid Extractables (8270C)

  • Appendix II Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07101/2003 ACl Sample #: 203344 Units: 1-'9/L Analyst: RB Analvte Result PQl 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m & p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dich lorophenol Sal 10 2,6-Dichlorophenol Sal 10 eDimethY'PhenO' Sal 10

-Dinitro-2-m ethylphen 01 Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-N itrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4,6-Trichlorophenol Sal 10

  • BOl = Below Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantnation Limn

IA CLFax: (770) 409-1844 11.-.

Phone: (770) 409-1444 A_D_Jt:_'A......

N....-CE 'H-E-'M~IS...T.....'R....Y-L-A-B-S,-IN...__C.

__1J-C.......

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C)

  • Appendix II Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203344 Units: ~g/L Analyst: RB Analyte Result pal Analvte Result pal Acenaphthene SOL 10 Diethyl phthalate SOL 10 Acenaphthylene SOL 10 Dimethoate SOL 10 Acetophenone SOL 10 Dimethyl phthalate SOL 10 2-Acetylaminofluorene SOL 20 p-(Dimethylamino)azobenzene SOL 10 4-Aminobiphenyl SOL 20 7, 12-Dimethylbenz(a)anthracene SOL 10 Anthracene SOL 10 3,3'-Dimethylbenzidine SOL 10 Senzo(a)anthracene SOL 10 m-Dinitrobenzene SOL 20 Senzo(a)pyrene SOL 10 2,4-Dinitrotoluene SOL 10 Senzo(b)fluoranthene SOL 10 2,6-Dinitrotoluene SOL 10 Senzo(g,h,i)perylene SOL 10 Diphenylam ine SOL 10 Senzo(k)fluoranthene SOL 10 Disulfoton SOL 10 Senzyl alcohol SOL 20 Ethyl methanesulfonate SOL 20 Sis(2-chloroethoxy)methane SOL 10 Famphur* SOL 20 Sis(2-chloroethyl)ether SOL 10 Fluoranthene SOL 10 Sis(2-chloroisopropyl)ether SOL 10 Fluorene SOL 10 Sis(2-ethylhexyl)phthalate SOL 10 Hexachlorobenzene SOL 10 4-Sromophenyl phenyl ether SOL 10 Hexachlorobutadiene SOL 10 Sutyl benzyl phthalate SOL 10 Hexachlorocyclopentadiene SOL 10 p-Chloroan il ine SOL 20 Hexach loroethane SOL 10 Chlorobenzilate SOL 10 Hexachloropropene SOL 10 2-Chloronaphthalene SOL 10 Indeno(1,2,3-cd)pyrene SOL 10 4-Chlorophenyl phenyl ether SOL 10 Isodrin SOL 20 Chrysene SOL 10 Isophorone SOL 10 Di-n-butyl phthalate SOL 10 Isosafrole SOL 10 Di-n-octyl phthalate SOL 10 Kepone SOL 20 Diallate SOL 10 Malathion SOL 50 Dibenz(a,h)anthracene SOL 10 Methapyrilene SOL 100 Dibenzofuran SOL 10 Methyl methanesulfonate SOL 10 1,2-Dichlorobenzene SOL 10 Methyl parathion SOL 10 1,3-Dichlorobenzene SOL 10 3-Methylcholanthrene SOL 10 1,4-Dichlorobenzene SOL 10 2-Methylnaphthalene SOL 10 3,3'-Dichlorobenzidine SOL 20 Naphthalene SOL 10 BOl =Below Ouanlitation Limit J =less than Ouantitation Limit, Approximate Value POL =Practical Ouanlitation Limit

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Phone: (770) 40~9:--1~4:-:4"':"4-----------------:3:"::0~39':'-:"A-m-w~i1e-r-:R~o-a~d-* ~S~ui~te-1~0~0-.~A~tl-an~ta-,-:G~A~3~03~6~0-Fax: (770) 409-1844 P.O. Sox 88610

  • Atlanta, GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant VogUe/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C) - Appendix II Sample ID: GWC-13/MW-13 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACL Sample #: 203344 Units: IJg/L Analyst: RB Analvte Result PQL 1A-Naphthoquinone SOL 10 1-Naphthylamine _ SOL 10 2-Naphthylamine SOL 10 5-Nitro-o-toluidine SOL 10 2-Nitroaniline SOL 50 e

3-Nitroaniline SOL 50 itroaniline SOL 20 obenzene SOL 10 N-N itroso-d i-n-butylamine SOL 10 N-N itrosod iethylam ine SOL 20 N-Nitrosodimethylamine SOL 10 N-Nitrosodiphenylamine SOL 10 N-Nitrosodipropylamine SOL 10 N-N itrosomethylethylam ine SOL 10 N-Nitrosopiperidine SOL 20 N-Nitrosopyrrolidine SOL 40 Parathion SOL 20 Pentachlorobenzene SOL 10 Pentachloron itrobenzene SOL 20 Phenacetin SOL 20 Phenanthrene SOL 10 p-Phenylenediamine SOL 10 Phorate SOL 10 Pronamide SOL 10 Pyrene SOL 10 Safrole SOL 10 1,2,4,5-Tetrachlorobenzene SOL 10 Thionazin SOL 20 o-Toluidine SOL 10

-Trichlorobenzene SOL 10

  • -Triethyl phosphorothioate SOL 50 1,3,5-Trinitrobenzene SOL 10 BOl = Below Ouantitation Limit J = less than Ouantitation Limit. Approximate Value POL = Practical Ouanlitalion Limit

ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 409-1444 3039 Amwiler Road' Suite 100

  • Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Pesticides/PCBs (8081A18082)* Appendix II Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/27/2003 Date Analyzed: 06/28/2003 ACL Sample #: 203344 Units: ~g/L Analyst: TM Analvte Result PQL Aldrin SOL 0.05 Arochlor-1016 SOL 0.50 Arochlor-1221 SOL 0.50 Arochlor-1232 SOL 0.50 Arochlor-1242 SOL 0.50 Arochlor-1248 SOL 0.50 Arochlor-1254 SOL 0.50 Arochlor-1260 SOL 0.50 a-SHC SOL 0.05 b-SHC SOL 0.05 d-SHC SOL 0.05 g-SHC SOL 0.05 Chlordane SOL 0.10 4,4'-000 SOL 0.05 4,4'-00E SOL 0.05 4,4'-00T SOL 0.05 Dieldrin SOL 0.05 Endo5ulfan I SOL 0.05 Endosulfan II SOL 0.05 Endosulfan sulfate SOL 0.05 Endrin SOL 0.05 Endrin aldehyde SOL 0.05 Heptachlor SOL 0.05 Heptachlor epoxide SOL 0.05 Methoxychlor Sal 0.05 Toxaphene SOL 2.00 BOl = Below Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantitation Limit

IA CL Phone: (770) 409-1444 Fax: (770) 409-1844 1 --------AD-VA-N~CE~'D C~'H~E-'M"""!""IS-1:-'R Y-L-A-B-S-,L_N_C_o 3039 Amwiler Road ° Suite 100 ° Atlanta, GA 30360 P.O. Sox 88610 ° Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Chlorinated Herbicides (8151A)

  • Appendix II Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 07101/2003 Date Analyzed: 07101/2003 ACl Sample #: 203344 Units: IJg1L Analyst: TM Analvte Result PQl 2,4-D Sal 1.0 Dinoseb Sal 1.0 2,4,5-TP (Silvex) Sal 1.0 2,4,5-T Sal 1.0
  • BOl = Below Ouantilation Limit J = less than Ouantitation Limit. Approximate Value POL = Practical Quantitation Limit

IACLI ADVANCED CHEMISTRY LABS, INC.

Phone: (710) 4~09~--14~4~4~-------------~30~3~9~A-m-w~i1:-e-rR~o-a-d:-.~S:-u~ite-1~0~0~*~A-'t1-an-ta-,-G~A~30~3""6""O-Fax: (710) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Appendix II Metals (6010B/7470Al7841)

Sample 10: GWC-13/MW-13 Matrix: Water Date Sampled: 06/2412003 Date Extracted:

Date Analyzed: 06/27/2003 ACL Sample #: 203344 Units: mg/L Analyst: SW/AD Analvte Result PQL Antimony Sal 0.006 Arsenic Sal 0.010 Sarium 0.029 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Mercury 0.0005 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 SOL =Below Ouantilation Limit J =less than Quantitalion Limit. Approximate Value POL =Practical Ouantitalion Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~44~---------------~3~03~9~A~m-w-:'i~le-r R~o-a~d~'~S-u*:-lte-1~0~0-*~A~tla-n-ta-. ~G-A-3~0~36"'O~

Fax: (770) 409-1844 P.O. Box 88610' Atlanta. GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07108/2003

Contact:

Mr. Kurt Satsel Date Sample 10 ACl# Analvte Matrix Result PQl Units Analyzed GWC-13/MW-13 203344 Cyanide (9012A) Water Sal 0.020 mg/l 06/30/2003 GWC-13/MW-13 203344 Sulfide (9034) Water Sal 1.0 mg/l 0710312003

  • SQl = Selow Quantitalion limit J = less than Quantitation limit, Approximate Value PQl = Practical Quantnalion limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9--1-4~4~4----------------~3~0~39~A":"'m-w~ile-r~R~o-ad~*S~u~it-e~1~0~0-.A":"'t":""la-n-ta-,~G~A-3~0~3~60~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel v.c. (50308/82608) - Appendix II Sample ID: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203345 Units: IJg/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone BOl 100 cis-1,3-Dichloropropene BOl 5 Acetonitrile BOl 100 trans-1,3-Dichloropropene BOl 5 Acrolein BOl 100 Ethyl methacrylate BOl 10 Acrylonitrile BOl 50 Ethylbenzene BOl 5 Allyl chloride BOl 10 2-Hexanone Sal 50 Senzene Sal 5 Isobutyl alcohol Sal 50 Sromochloromethane Sal 5 Methacrylonitrile Sal 100 Sromodichloromethane Sal 5 Methyl bromide Sal 10 Bromoform BOl 5 Methyl chloride Sal 10 Carbon disulfide Sal 5 Methyl ethyl ketone Sal 100 Carbon tetrachloride Sal 5 Methyl iodide Sal 5 Chlorobenzene Sal 5 Methyl methacrylate Sal 30 Chloroethane BOl 10 4-Methyl-2-pentanone Sal 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene Sal 20 Methylene chloride BOl 5 1,2-Dibromq-3-chloropropane Sal 20 Naphthalene Sal 5 Dibromochloromethane BOl 5 Propionitrile Sal 150 1,2-Dibromoethane Sal 5 Styrene Sal 5 trans-1 A-Dichloro-2-butene BOl 10 1,1,1,2-Tetrachloroethane Sal 5 1,2-Dichlorobenzene Sal 5 1,1,2,2-Tetrachloroethane Sal 5 1,3-Dichlorobenzene BOl 5 Tetrachloroethene Sal 5 1A-Dichlorobenzene Sal 5 Toluene Sal 5 Dichlorodifluoromethane Sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane 9 5 1,1,2-Trichloroethane Sal 5 1,2-Dichloroethane Sal 5 Trichloroethene BOl 5 1,1-Dichloroethene Sal 5 Trichlorofluoromethane 47 5 cis-1,2-Dichloroethene 6 5 1,2,3-Trichloropropane Sal 5 trans-1 ,2-Dichloroethene Sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane Sal 5 Vinyl ch loride Sal 2 1,3-Dichloropropane Sal 5 m & p-Xylenes Sal 10 2,2-Dichloropropane Sal 15 o-Xylene Sal 5 1,1-Dichloropropene Sal 5 BQl = Below Quantitation Limit J = less than Quantilation Limit, Approximate Value PQl = Practical Quantitalion Limit

IA CL I~

Phone: (770) 409-1444 Fax: (770) 409-1844 AD_VA_N~CE~'D~C~'H~'E~'M~"L~SI:_'R~Y~L~A_B~S_,__IN.....C_.

3039 Amwiler Road' Suite 100' Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample 10: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203345 Units: ~g/L Analyst: TM Analvte Result PQl 1,2-Dibromo-3-chloropropane SOL 0.20 1,2-Dibromoethane SOL 0.05

  • BOl = Below Ouanmation Limit J = less than Ouantitation Limit. Approximate Value POL = Practical Ouantitation Limit

IACL I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road' Suite 100

  • Atlanta, GA 30360 P.O. Box 88610' Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Acid Extractables (8270C)

  • Appendix II Sample 10: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203345 Units: ~g/L Analyst: RB Analvte Result PQl 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m & p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dichlorophenol Sal 10 2,6-Dichlorophenol Sal 10 2,4-Dimethylphenol Sal 10 4,6-Dinitro-2-methylphenol Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-Nitrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4,6-Trichlorophenol Sal 10 BOl = Below Ouantnation Limn J = less than Quanlitation Limit, Approximate Value POL = Practical Ouantilation Limit

IACL Phone: (770)

I ADVANCED CHEMISTRY LABS, INC.

40~9~-1~4~4~4----------------~3~0~39~A~m-w~ile-r~R~o-a~d-* ~S~ui-te-1~0~0-.~A-"tla-n-ta-.~G~A~30""3~6"'O-Fax: (770) 409-1844 P.O. Sox 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C) - Appendix II Sample 10: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203345 Units: ~g/L Analyst: RB Analyte Result PQl Analyte Result PQl Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylamino)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7,12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10

. z o ( a)anthracene Sal 10 m-Dinitrobenzene Sal 20 nzo(a)pyrene Sal 10 2A-Din itrotoluene Sal 10 Senzo(b)fluoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(g,h,i)perylene Sal 10 Diphenylamine Sal 10 Senzo(k)fluoranthene Sal 10 Disulfoton Sal 10 Senzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Sis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexachlorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexachlorocyclopentadiene Sal 10 p-Chloroaniline Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10

.ichlorobenzene Sal 10 3-Methylcholanthrene Sal 10 ichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 BOl =Below Ouantitation Limtt J = less tha n Ouantitation Limtt, Approximate Value POL = Practical Ouantitation Limtt

IA CL 1~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_f':_'AN~CE~1J~CH~EM~ISo:--T.~'R~Y":",",:,,L_A~BS~,~IN~C~*

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C)

  • Appendix II Sample 10: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203345 Units: IJg/l Analyst: RB Analvte Result POL 1,4-Naphthoquinone Sal 10 1-Naphthylamine Sal 10 2-Naphthylamine Sal 10 5-Nitro-o-toluidine Sal 10 2-Nitroaniline Sal 50 3-Nitroaniline Sal 50 4-Nitroaniline Sal 20 Nitrobenzene Sal 10 N-Nitroso-di-n-butylamine Sal 10 N-Nitrosodiethylamine Sal 20 N-Nitrosodimethylamine Sal 10 N-Nitrosodiphenylamine Sal 10 N-Nitrosodipropylamine Sal 10 N-Nitrosomethylethylam ine Sal 10 N-Nitrosopiperidine Sal 20 N-Nitrosopyrrolidine Sal 40 Parathion Sal 20 Pentachlorobenzene Sal 10 Pentachloron itrobenzene Sal 20 Phenacetin Sal 20 Phenanthrene Sal 10 p-Phenylenediamine Sal 10 Phorate Sal 10 Pronamide Sal 10 Pyrene Sal 10 Safrole Sal 10 1,2,4,5-Tetrachlorobenzene Sal 10 Thionazin Sal 20 o-Toluidine Sal 10 1,2,4-Trichlorobenzene Sal 10 0,0,0-Triethyl phosphorothioate Sal 50 1,3,5-Trinitrobenzene Sal 10 BQl = Below Quantttation Limit J = less than Quantitation Limit, APIlroximate Value PQl = Practical Quantitation Limit

IA CL 1'-

Phone: (770) 409-1444 Fax: (770) 409-1844


A-D-J/:-:4-N...... c~'E~1J-C~'H~'E-:M~IS~T_'R-Y

_ ...L-A-B... S-,l_N__C_o 3039 Amwiler Road ° Suite 100 ° Atlanta, GA 30360 P.O. Box 88610 ° Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Pesticides/PCBs (8081A18082)* Appendix II Sample ID: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/27/2003 Date Analyzed: 06/28/2003 ACl Sample #: 203345 Units: IJg /L Analyst: TM Analvte Result PQl Aldrin Sal 0.05 Arochlor-1016 sal 0.50 Aroch lor-1221 Sal 0.50 Arochlor-1232 sal 0.50 Arochlor-1242 sal 0.50 Arochlor-1248 sal 0.50

.chIOr-1254 sal 0.50 chlor-1260 sal 0.50 a-SHC sal 0.05 b-SHC sal 0.05 d-SHC sal 0.05 g-SHC sal 0.05 Chlordane Sal 0.10 4,4'-000 sal 0.05 4,4'-00E sal 0.05 4,4'-00T sal 0.05 Dieldrin Sal 0.05 Endosulfan I sal 0.05 Endosulfan II sal 0.05 Endosulfan sulfate Sal 0.05 Endrin sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor Sal 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00

  • BOl = Below Ouantitation Limit J = less than Ouantitation Limit. Approximate Value

=

POL Practical Ouantitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~44~--------------~30~3~9""='A-m-w~ile-r-=R~oa-d~*~S~u~ite~10~0-*""='A~t1a-n~ta-. G~A~3~0~36~0-Fax: (770) 409-1844 P.O. Box 88610

  • Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Chlorinated Herbicides (8151A) - Appendix II Sample 10: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/2412003 Date Extracted: 07/01/2003 Date Analyzed: 07/01/2003 ACL Sample #: 203345 Units: IJg /L Analyst: TM Analvte Result PQL 2,4-0 Sal 1.0 Oinoseb Sal 1.0 2,4,5-TP (Silvex) Sal 1.0 2,4,5-T Sal 1.0 SQl = Below Quantnation Limit J = less.than Ouantitation Limit. Approximate Value POL =Practical Quantitation Limit

IA CL I ADVANCED CHEMISTRYLABS, INC.

Phone: (770) 4~09~-~14~4~4-------------~SO~S~9~A-m-w~i1~er~R~o-a~d-*~Su~it-e~1""OO~.A-t-la-nta-,G-A-S-OS-6 Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA SOS56

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix II Metals (6010B/7470A/7841)

Sample 10: GWC-13/MW-13-Dup Matrix: Water Date Sampled: 06/2412003 Date Extracted:

Date Analyzed: 06/27/2003 ACL Sample #: 203345 Units: mg/L Analyst: SW/AD Analvte Result PQL Antimony Sal 0.006 Arsenic Sal 0.010 Sarium 0.030 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020

.alt Sal 0.050 per Sal 0.020 lead Sal 0.010 Mercury 0.0005 0.0005

. Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020

  • BaL =Below Quanlitalion Limit J =Less than Quantitation Limit Approximate Value PQI.. =Practical Quantitation Limit

IA CL 1~~

Phone: (170) 409-1444 Fax: (170) 409-1844 AD_~_~_C~'E.~'D~C~ll.~E.~'M~1,~S~TR~Y~LAB~'S.~,~IM~C.~.

3039 Amwiler Road* Suite 100* Atlanta. GA 30360 P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Surke County 4665 lower Roswell Road, #154 ACl Project #: 42522 Marietta. GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Satsel Date Sample 10 ACl# Analvte Matrix Result PQl Units Analyzed GWC-13/Dup 203345 Cyanide (9012A) Water Sal 0.020 mg/l 06/30/2003 GWC-13/Dup 203345 Sulfide (9034) Water Sal 1.0 mg/l 07/03/2003

=

SOL Selow Ouanlitalion Limit J =less than Ouantitalion Limit. Approximate Value POL =Practical Ouanlitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1':""4:-:4"":'4----------------~3:":0~39~A-m-w":":'i1e-r-:R::-o-a"":' d-*-:::S~ui~te-1~0~0-."":'A":":'tla-n"":'ta-.-:G~A~30~3~6~0-Fax: (770) 409-1844 P.O. Sox 88610* Atlanta. GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel v.o. (50308/82608) - Appendix II Sample 10: GWC-14/MW-14 Matrix: Water Date Sampled: 06/2412003 Date Extracted:

Date Analyzed: 06/27/2003 ACL Sample #: 203346 Units: IJg/L Analyst: RP Analvte Result PQL Analyte Result PQL Acetone Sal 100 cis-1,3-Dichloropropene sal 5 Acetonitrile Sal 100 trans-1,3-Dichloropropene sal 5 Acrolein Sal 100 Ethyl methacrylate Sal 10 Acrylonitrile Sal 50 Ethylbenzene sal 5 Allyl chloride Sal 10 2-Hexanone sal 50 Benzene Sal 5 Isobutyl alcohol Sal 50

.mochloromethane sal 5 Methacrylonitrile sal 100 modichloromethane sal 5 Methyl bromide Sal 10 Bromoform Sal 5 Methyl chloride Bal 10 Carbon disulfide Sal 5 Methyl ethyl ketone Sal 100 Carbon tetrachloride Bal 5 Methyl iodide Sal 5 Chlorobenzene 7 5 Methyl methacrylate Sal 30 Chloroethane sal 10 4-Methyl-2-pentanone sal 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene sal 20 Methylene chloride Sal 5 1,2-Dibromo-3-chloropropane sal 20 Naphthalene Sal 5 Dibromochloromethane sal 5 Propionitrile sal 150 1,2-Dibromoethane sal 5 Styrene Sal 5 trans-1,4-Dichloro-2-butene sal 10 1,1,1,2-Tetrachloroethane sal 5 1,2-Dichlorobenzene sal 5 1,1,2,2-Tetrachloroethane Sal 5 1,3-Dichlorobenzene sal 5 Tetrachloroethene sal 5 1,4-Dichlorobenzene 16 5 Toluene Sal 5 Dichlorodifluoromethane sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane 10 5 1,1.2-Trichloroethane Sal 5 1,2-Dichloroethane sal 5 Trichloroethene sal 5 1,1-Dichloroethene Bal 5 Trichlorofluoromethane 5 5 cis-1,2-Dichloroethene 10 5 1,2,3-Trichloropropane sal 5 trans-1 ,2-Dichloroethene sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane sal 5 Vinyl chloride Sal 2

.ichloropropane sal 5 m & p-Xylenes sal 10 ich loropropane sal 15 o-Xylene sal 5 1,1-Dichloropropene sal 5

=

SQl Selow Quantitation Limit

=

J less than Quantitation Limit. Approximate Value

=

PQl Practical Quantitation Limit

IA CL 1~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_f':_/t_N~C""",!",,'E_'D~C~'H~E~M~L~S_TR~Y~LA_B~S , ~IN" ",!" C!", -.

3039 Amwiler Road* Suite 100' Atlanta, GA 30360 P.O. Box 88610' Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample ID: GWC-14/MW-14 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203346 Units: IJg /L Analyst: TM Analvte Result PQl 1,2-Dibromo-3-chloropropane BOl 0.20 1,2-Dibromoethane BOl 0.05

=

BOL Below Ouantitation Limit J = Less than Ouantitation Limit, Approximate Value

=

POL Practical Ouantitation Limit

IA CL 1~~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_~_:4.M_C~'E.~'D~C~'H~E.~'M~Z~"S"",!,-TRY_LA_B_'S._,_IM_C.

3039 Amwiler Road* Suite 100* Atlanta. GA 30360 P.O. Box 88610* Atlanta. GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Grou p Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Acid Extractables (8270C)

  • Appendix II Sample 10: GWC-14/MW-14 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/02/2003 ACL Sample #: 203346 Units: IJg /L Analyst: RB Analyte Result PQL 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m & p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dichlorophenol Sal 10 2,6-Dichlorophenol Sal 10 eDimethYIPhenOI Sal 10

, -Dinitro-2-methylphenol Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-Nitrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4,6-Trichlorophenol Sal 10

  • SQl = Below Quantitation Limit J =Less than Quantitation Limit. Approximate Value

=

PQl Practical Quantitation Limit

IA CL I Fax: (770) 409-1844 ADVANCED CHEMISTRYLABS, INC.

Phone: (770) 4~0~9-~1~4~44~-------------~3~0~39~A~m-w~i1e-r""R~o-a~d-.~S-ui"'te-1"0~0-.~A-U-a-nta-. G~A-3""O~36"'0-P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C)

  • Appendix II Sample 10: GWC-14/MW-14 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/02/2003 ACL Sample #: 203346 Units: IJg/L Analyst: RB Analvte Result PQL Analvte Result PQL Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylamino)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7, 12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10 Senzo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20 Senzo(a)pyrene Sal 10 2,4-Dinitrotoluene Sal 10 Senzo(b)f1uoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(g,h,i)perylene Sal 10 Diphenylamine Sal 10 Senzo(k)f1uoranthene Sal 10 Disulfoton Sal 10 Benzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Bis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexachlorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexachlorocyclopentadiene Sal 10 p-Chloroaniline Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10 1,3-Dichlorobenzene Sal 10 3-Methylcholanthrene Sal 10 1A-Dichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 BOL =Below Quanlitation Limit J =Less than Quanlitation Limit. Approximate Value POL =Practical Quantitation Limit

IACLI ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 4~0~9-~1"':'44~4:--------------~3~0~39~A~m-w":':'i1e-r~R~o-a-:d-.~S-u~ite~10~0~.-:A~t~la-nta~,G~A~3"0-36 Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C)

  • Appendix II Sample 10: GWC-14/MW-14 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07102/2003 ACL Sample #: 203346 Units: IJg/L Analyst: RB Analvte Result PQL 1,4-Naphthoquinone Sal 10 1-Naphthylamine Sal 10 2-Naphthylamine Sal 10 5-Nitro-o-toluidine Sal 10 2-Nitroaniline Sal 50 3-Nitroaniline Sal 50 itroaniline Sal 20
  • obenzene Sal 10 N-Nitroso-di-n-butylamine Sal 10 N-Nitrosodiethylamine Sal 20 N-Nitrosodimethylamine Sal 10 N-Nitrosodiphenylamine Sal 10 N-Nitrosodipropylamine Sal 10 N-Nitrosomethylethylamine Sal 10 N-Nitrosopiperidine Sal 20 N-Nitrosopyrrolidine Sal 40 Parathion Sal 20 Pentachlorobenzene Sal 10 Pentachloronitrobenzene Sal 20 Phenacetin Sal 20 Phenanthrene Sal 10 p-Phenylenediamine Sal 10 Phorate Sal 10 Pronamide Sal 10 Pyrene Sal 10 Safrole Sal 10 1,2,4,5-Tetrachlorobenzene Sal 10 Thionazin Sal 20 o-Toluidine Sal 10

-Trichlorobenzene Sal 10

  • -Triethyl phosphorothioate Sal 50 1,3,5-Trinitrobenzene Sal 10 SQl =Below Quantitation Limit J =less than Quantilation Limit. Approximate Value PQl = Practical Quantitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-~14~4'"':"4---------------~3~03~9-A~m-w""':'i~le-:r R="o-a-:d-*~S-:ui~te-1~0~0-* ~At~la-n-ta-, ~GA~3~0~36~0~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Pesticides/PCBs (8081A18082)* Appendix II Sample ID: GWC-14/MW-14 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/27/2003 Date Analyzed: 06/28/2003 ACl Sample #: 203346 Units: 1J9/l Analyst: TM Analvte Result PQl Aldrin Sal 0.05 Arochlor-1016 Sal 0.50 Arochlor-1221 Sal 0.50 Arochlor-1232 Sal 0.50 Arochlor-1242 Sal 0.50 Arochlor-1248 Sal 0.50 Arochlor-1254 Sal 0.50 Arochlor-1260 Sal 0.50 a-SHC Sal 0.05 b-SHC Sal 0.05 d-SHC Sal 0.05 g-SHC Sal 0.05 Chlordane Sal 0.10 4,4'-DDD Sal 0.05 4,4'-DDE Sal 0.05 4,4'-DDT Sal 0.05 Dieldrin Sal 0.05 Endosulfan I Sal 0.05 Endosulfan II Sal 0.05 Endosulfan sulfate Sal 0.05 Endrin Sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor SOL 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00 BOl = Below Ouantitation Limit J = less than Ouantilation Limit. Approximate Value POL = Practical Ouantilalion Limit

IA CL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9--1~4~44~--------------~30~3~9~A-m-w~ile-r~R~oa-d':""*-:S=-u~ite-1~0~0-.-:"A~tla-n~ta-, G~A~3~03~6~0-Fax: (770) 409-1844 P.O. Sox 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Chlorinated Herbicides (8151A)

  • Appendix II Sample ID: GWC-14/MW-14 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 07/01/2003 Date Analyzed: 07/01/2003 ACL Sample #: 203346 Units: jJg/L Analyst: TM Analvte Result PQL 2,4-D Sal 1.0 Dinoseb Sal 1.0 2,4,5-TP (Silvex) Sal 1.0 2,4,5-T Sal 1.0
  • BOL = Below Ouantitation Limit J = Less than Ouantitation Limit, Approximate Value POL = Practical Ouantitation Limit

IA CL I Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_VA_N~CE......_V~CH~EM~IS-T~'R~Y__L-A-BS~, .......IN.......C~*

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610

  • Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtie/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Appendix II Metals (6010B/7470A/7841)

Sample ID: GWC-14/MW-14 Matrix: Water Date Sampled: 06/2412003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203346 Units: mg/L Analyst: SW/AD/JR Analvte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium 0.051 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Mercury 0.0072 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 BOl = Below Quantilalion Limit J = less than Quanlitation Limit, Approximate Value pal =Praclical Quanlitation Limit

IACL I Phone: (770) 409-1444 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Surke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Satsel Date Sample 10 ACl# Analvte Matrix Result PQl Units Analyzed GWC-14/MW-14 203346 Cyanide (9012A) Water SOL 0.020 mg/L 06/30/2003 GWC-14/MW-14 203346 Sulfide (9034) Water SOL 1.0 mg/L 07/03/2003 BQl = Below Quantitation Limit J = less than Quantilation Limit. Approximate Value PQl = Practical Quanlitation Limit

IA CL 1~

Phone: (770) 409-1444 A_D_~_:4_N~C_'E_'D_C_'H

_ .......E_M~L_S_TR~Y_LA_B~S_, __ I N_C_"

3039 Amwiler Road" Suite 100" Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Sox 88610

  • Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel V.C. (5030B/8260B) . Appendix II Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACL Sample #: 203347 Units: IJg/L Analyst: RP Analvte Result PQL Analyte Result PQL Acetone Sal 100 cis-1,3-Dichloropropene Sal 5 Acetonitrile Sal 100 trans-1,3-Dichloropropene Sal 5 Acrolein Sal 100 Ethyl methacrylate Sal 10 Acrylonitrile Sal 50 Ethylbenzene Sal 5 Allyl chloride Sal 10 2-Hexanone SOL 50 Senzene Sal 5 Isobutyl alcohol SOL 50 Sromochloromethane Sal 5 Methacrylonitrile SOL 100 Sromodichloromethane Sal 5 Methyl bromide SOL 10 Sromoform Sal 5 Methyl chloride SOL 10 Carbon disulfide Sal 5 Methyl ethyl ketone SOL 100 Carbon tetrachloride Sal 5 Methyl iodide Sal 5 Chlorobenzene Sal 5 Methyl methacrylate SOL 30 Chloroethane Sal 10 4-Methyl-2-pentanone SOL 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene Sal 20 Methylene chloride SOL 5 1,2-Dibromo-3-chloropropane Sal 20 Naphthalene Sal 5 Dibromochloromethane Sal 5 Propionitrile SOL 150 1,2-Dibromoethane Sal 5 Styrene Sal 5 trans-1 A-Dichloro-2-butene Sal 10 1,1,1,2-Tetrachloroethane Sal 5 1,2-Dichlorobenzene Sal 5 1,1,2,2-Tetrachloroethane SOL 5 1,3-Dichlorobenzene Sal 5 Tetrachloroethene SOL 5 1A-Dichlorobenzene Sal 5 Toluene Sal 5 Dichlorodifluoromethane Sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane Sal 5 1,1,2-Trichloroethane Sal 5 1,2-Dichloroethane SOL 5 Trichloroethene Sal 5 1,1-Dichloroethene Sal 5 Trichlorofluoromethane Sal 5 cis-1,2-Dichloroethene Sal 5 1,2,3-Trichloropropane Sal 5 trans-1,2-Dichloroethene Sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane Sal 5 Vinyl chloride Sal 2 1,3-Dichloropropane Sal 5 m & p-Xylenes Sal 10 2,2-Dichloropropane Sal 15 o-Xylene SOL 5 1,1-Dichloropropene Sal 5

=

BOl Below Ouantitation Limit

=

J less than Ouantilation Limit. Approximate Value POL = Practical Ouantilation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9:--1~4~4~4-----------------::3~03~9:-A::-m-w~i:-le~r R~o-a-:d-*"':::S:-u~ite-1~0~0-*"'='A':':"tla-n":"ta-,~G"'='A-:3~0~3~60~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample ID: GWC-15/MW-15 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07101/2003 ACl Sample #: 203347 Units: IJg /L Analyst: TM Analyte Result PQl 1,2-Dibromo-3-chlbropropane SOL 0.20 1,2-Dibromoethane SOL 0.05

  • BQl = Below Quantitation Limit J = less than Quantitation Limit. Approximate Value PQl = Practical Quantitation Limit

IA CL 1~

Phone: (770) 409-1444 AD_V:_~_C_'E.V_C_ll_E.....'M_I,.S__

.... TR_Y_LA_B_'S_,_IN_C._.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com*

Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Acid Extractables (8270C)

  • Appendix II Sample ID: GWC-15/MW-15 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07102/2003 ACL Sample #: 203347 Units: ~g/L Analyst: RB Analvte Result PQL 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m & p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dichlorophenol Sal 10 2,6-Dichlorophenol Sal 10 2,4-Dimethylphenol Sal 10 4,6-Dinitro-2-methylphenol Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-N itrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4,6-Trichlorophenol Sal 10 BOL =Below Quanlitalion Limit J =less than Quanlitalion Limit AoProximate Value PQl =Practical Quanlitalion Limit

IA CL I ADVANCED CHEMISTRYLABS, INC.

Phone: (770) 4~0~9-~1~4~44~-------------~3~0~39~A~m-w~ile-r~R~o-a~d~.~S~u~ite~10~0~.-A~t1~a-nta-.G~A~3-0~36~0~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta. GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C)

  • Appendix II Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/02/2003 ACl Sample #: 203347 Units: ~g/L Analyst: RB Analvte Result PQl Analvte Result PQl Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylamino)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7,12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10

.zo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20 nzo(a)pyrene Sal 10 2,4-Dinitrotoluene Sal 10 Senzo(b)f1uoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(g,h,i)perylene Sal 10 Diphenylamine Sal 10 Senzo(k)f1uoranthene Sal 10 Disulfoton Sal 10 Senzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Sis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexachlorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexachlorocyclopentadiene Sal 10 p-Chloroaniline Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10

.ichlorobenzene Sal 10 3-Methylcholanthrene Sal 10 ichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 SQl =Below Quantitation Limit J =less than Quanlitation Limit. ApProximate Value PQl =Practical Quantilation Limit

ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 409-1444 3039 Amwiler Road

  • Suite 100
  • Atlanta. GA 30360 Fax: (770) 409-1844 P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtie/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C) - Appendix II Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07/02/2003 ACL Sample #: 203347 Units: IJg1L Analyst: RB Analvte Result PQL 1,4-Naphthoquinone Sal 10 1-Naphthylamine Sal 10 2-Naphthylamine Sal 10 5-Nitro-o-toluidine Sal 10 2-Nitroaniline Sal 50 3-Nitroaniline Sal 50 4-Nitroaniline Sal 20 Nitrobenzene Sal 10 N-Nitroso-di-n-butylamine Sal 10 N-Nitrosodiethylamine Sal 20 N-Nitrosodimethylamine Sal 10 N-Nitrosodiphenylatnine Sal 10 N-Nitrosodipropylamine Sal 10 N-Nitrosomethylethylamine Sal 10 N-Nitrosopiperidine Sal 20 N-Nitrosopyrrolidine Sal 40 Parathion Sal 20 Pentachlorobenzene Sal 10 Pentachloronitrobenzene Sal 20 Phenacetin Sal 20 Phenanthrene Sal 10 p-Phenylenediamine Sal 10 Phorate Sal 10 Pronamide Sal 10 Pyrene Sal 10 Safrole Sal 10 1,2,4,5-Tetrachlorobenzene Sal 10 Thionazin Sal 20 o-Toluidine Sal 10 1,2,4-Trichlorobenzene Sal 10 0,0,0-Triethyl phosphorothioate Sal 50 1,3,5-Trinitrobenzene Sal 10

=

SOL Below Ouantitation limit J =Less than Quantitation limit. Approximate Value POL = Praclical Ouantitation limit

IA CL 1~~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_Jl:_'AN~CE~'D--:-:-C-='H~EM",:"""",,=IS~T.~'R~Y~L_A_B~S,~IN~C.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610

  • Atlanta. GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Pesticides/PCBs (8081A18082). Appendix II Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/27/2003 Date Analyzed: 06/28/2003 ACL Sample #: 203347 Units: IJg /L Analyst: TM Analvte Result PQL Aldrin Sal 0.05 Arochlor-1016 sal 0.50 Arochlor-1221 sal 0.50 Arochlor-1232 sal 0.50 Arochlor-1242 sal 0.50 Arochlor-1248 sal 0.50

.chlor-1254 sal 0.50 chlor-1260 sal 0.50 a-SHC sal 0.05 b-SHC sal 0.05 d-SHC sal 0.05 g-SHC sal 0.05 Chlordane Sal 0.10 4,4'-000 sal 0.05 4,4'-00E sal 0.05 4,4'-00T sal 0.05 Dieldrin Sal 0.05 Endosulfan I sal 0.05 Endosulfan II sal 0.05 Endosulfan sulfate Sal 0.05 Endrin sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor Sal 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00

  • BOl = Below Ouantitation Limit J = less than Quantitation Limit, Approximate Value POL = Practical Ouantitation Limit

Phone: (770)

Fax: (770) 409-1844 I

IACL 40~9~-1~4~44~--------------~3~0~3~9 ADVANCED CHEMISTRY LABS, INC.

":"'A-m-w'::"'ile-r'=:R-oa-d:-*~S:-u'::"'ite-1~0"::"0-* A~t~la~nt:-a~,G~A:""":'30:":3~6"::"0-P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant VogUe/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Chlorinated Herbicides (8151A)

  • Appendix II Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 07/01/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203347 Units: IJg/L Analyst: TM Analvte Result PQl 2,4-0 Sal 1.0 Oinoseb Sal 1.0 2,4,5-TP (Silvex) Sal 1.0 2,4,5-T Sal 1.0 BOl = Below Ouantitation Limit J = less than Ouantitation Limit. Approximate Value POL = Practical Quantilation limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4:-:'4~4---------------~3~03~9~A~m-w~il~er""":R:-o-a""":d-*~S~ui~te-1~0~0-* ~A':":"t/a-n~ta-,~G~A~3~0~3~60~

Fax: (770) 409-1844 P.O. Sox 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix II Metals (6010B/7470A/7841)

Sample 10: GWC-15/MW-15 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203347 Units: mg/L Analyst: SW/AD Analvte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium Sal 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020

_alt Sal 0.050

. pper Sal 0.020 lead Sal 0.010 Mercury Sal 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020

  • SOL = Selow Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouanlitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1-4-4-4-----------------='3o~3~9~A~m-w"":'il~e~r R="o-a-:d-*"':S~ui~te~1~0~0-.~At~la-n~ta-.G~A~3~0~36~0~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtie/Burke County 4665 lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Date Sample ID ACl# Analvte Matrix Result PQl Units Analyzed GWC-15/MW-15 203347 Cyanide (9012A) Water BOl 0.020 mg/l 06/30/2003 GWC-15/MW-15 203347 Sulfide (9034) Water BOl 1.0 mg/l 07/0312003 Bal = Below auantitation limit J = less than Quantitation Limit, Approximate Value

=

pal Practical Quantitation Limit

IACL I Phone: (770)409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel V.O. (50308/82608)

  • Appendix II Sample ID: Eq. Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203348 Units: jJg/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone Sal 100 cis-1,3-Dichloropropene Sal 5 Acetonitrile Sal 100 trans-1,3-Dichloropropene Sal 5 Acrolein Sal 100 Ethyl methacrylate Sal 10 Acrylonitrile Sal 50 Ethylbenzene Sal 5 Allyl chloride Sal 10 2-Hexanone Sal 50 Senzene Sal 5 Isobutyl alcohol Sal 50

.mochloromethane Sal 5 Methacrylonitrile Sal 100 mod ichloromethane Sal 5 Methyl bromide Sal 10 Sromoform Sal 5 Methyl chloride Sal 10 Carbon disulfide Sal 5 Methyl ethyl ketone Sal 100 Carbon tetrachloride Sal 5 Methyl iodide Sal 5 Chlorobenzene Sal 5 Methyl methacrylate Sal 30 Chloroethane Sal 10 4-Methyl-2-pentanone Sal 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene Sal 20 Methylene chloride Sal 5 1,2-Dibromo-3-chloropropane Sal 20 Naphthalene Sal 5 Dibromochloromethane Sal 5 Propionitrile Sal 150 1,2-Dibromoethane Sal 5 Styrene Sal 5 trans-1,4-Dichloro-2-butene Sal 10 1,1,1,2-Tetrachloroethane Sal 5 1,2-Dichlorobenzene Sal 5 1,1,2,2-Tetrachloroethane Sal 5 1,3-Dichlorobenzene Sal 5 Tetrachloroethene Sal 5 1,4-Dichlorobenzene Sal 5 Toluene Sal 5 Dichlorodifluoromethane Sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane Sal 5 1,1,2-Trichloroethane Sal 5 1,2-Dichloroethane Sal 5 Trichloroethene Sal 5 1,1-Dichloroethene Sal 5 Trichlorofluoromethane Sal 5 cis-1,2-Dichloroethene Sal 5 1,2,3-Trichloropropane Sal 5 trans-1,2-Dichloroethene Sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane Sal 5 Vinyl chloride Sal 2

~ichloropropane Sal 5 m & p-Xylenes Sal 10 ichloropropane Sal 15 o-Xylene Sal 5

, -Dichloropropene Sal 5 BOl = Below Ouantilation Limn J = less than Ouantilation Limit. Approximate Value

=

POL Practical Ouantitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9--1~4~44-:-----------------~30~3--9~A~m-w~il-er~R~o-a~d-* ~S~ui:-te~1--0~0-.A~t~la-nt~a-,G~A~3--0"'36""""'0-Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample 10: Eq. Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACL Sample #: 203348 Units: IJg /l Analyst: TM Analyte Result PQl 1,2-Dibromo-3-chloropropane Sal 0.20 1,2-Dibromoethane Sal 0.05 SOL = Selow Ouantitation Limit J = less than Ouantitation Limit, Approximate Value pal = Practical Ouantilalion Limit

IACL I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road* Suite 100

  • Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Acid Extractables (8270C)

  • Appendix II Sample 10: Eq. Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/02/2003 ACl Sample #: 203348 Units: ~g/L Analyst: RB Analvte Result PQl 4-Chloro-3-methylphenol Sal 20 2-Chlorophenol Sal 10 m & p-Cresol Sal 10 o-Cresol Sal 10 2,4-Dichlorophenol Sal 10 e

2,6-Dichlorophenol Sal 10 DimethYIPhenOI Sal 10

-Dinitro-2-methylphenol Sal 50 2,4-Dinitrophenol Sal 50 2-Nitrophenol Sal 10 4-Nitrophenol Sal 50 Pentachlorophenol Sal 50 Phenol Sal 10 2,3,4,6-Tetrachlorophenol Sal 10 2,4,5-Trichlorophenol Sal 10 2,4,6-Trichlorophenol Sal 10

  • BQl = Below Quantitation Limit J = less than Quantitation limit, Approximate Value PQl = Practical Quantitation limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1-4"4-4----------------~3~0~39"A"!'"m-w"ile-r~R-o-ad~*S~u"it-e"1~0~0-*-At-Ia-n-ta-,~G-A-3"'0"'3~60"!'"""""

Fax: (770) 409-1844 P.O. Sox 88610

  • Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C) . Appendix II Sample 10: Eq. Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/02/2003 ACl Sample #: 203348 Units: IJg/L Analyst: RB Analyte Result PQl Analyte Result PQl Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylamino)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7,12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10 Senzo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20 Senzo(a)pyrene Sal 10 2,4-Dinitrotoluene Sal 10 Senzo(b)fluoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(g,h,i)perylene Sal 10 Diphenylam ine Sal 10 Senzo(k)fluoranthene Sal 10 Disulfoton Sal 10 Senzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Sis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl )ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexachlorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexach lorocyclopentadiene Sal 10 p-Chloroan il ine Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10 1,3-Dichlorobenzene Sal 10 3-Methylcholanthrene Sal 10 1,4-Dichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 SOL = Selow Ouantitation Limit J = less than Ouantitation Limit. Approximate Value POL = Practical Ouantitation Limit

Phone: (770)

I IACL 40~9~-1':""4~4":'4----------------~3~0~39~A-m-w":':"i1e-r~R~o-a":'d-'

ADVANCED CHEMISTRY LABS, INC.

"=S~ui':""te-1~0~0-'~A"'t1a-n-ta-.~G~A~30~3""6~0-Fax: (770) 409-1844 P.O. Box 88610

  • Atlanta. GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C) - Appendix II Sample 10: Eq. Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/02/2003 ACl Sample #: 203348 Units: 1J9/L Analyst: RB Analvte Result PQl 1,4-Naphthoquinone Sal 10 1-Naphthylamine Sal 10 2-Naphthylamine Sal 10 5-Nitro-o-toluidine Sal 10 2-Nitroaniline Sal 50 3-Nitroaniline Sal 50 itroaniline Sal 20

  • obenzene Sal 10 N-Nitroso-di-n-butylamine Sal 10 N-N itrosodiethylam ine Sal 20 N-Nitrosodimethylamine Sal 10 N-Nitrosodiphenylamine Sal 10 N-N itrosod ipropylam ine Sal 10 N-Nitrosomethylethylamine Sal 10 N-Nitrosopiperidine Sal 20 N-Nitrosopyrrolidine Sal 40 Parathion Sal 20 Pentachlorobenzene Sal 10 Pentachloronitrobenzene Sal 20 Phenacetin Sal 20 Phenanthrene Sal 10 p-Phenylenediamine Sal 10 Phorate Sal 10 Pronamide Sal 10 Pyrene Sal 10 Satrole Sal 10 1,2,4,5-Tetrachlorobenzene sal 10 Thionazin sal 20 o-Toluidine sal 10

-Trichlorobenzene sal 10

  • -Triethyl phosphorothioate sal 50 1,3,5-Trinitrobenzene Sal 10 BOl = Below Ouantilation Limit J = less than Ouantitalion limit, Approximate Value POL = Practical Ouantilalion Limit

IA CL 1~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_VA_N~C~'E~'D~CH~E~M~IS~1:~'R~Y~L~A_B~S~,I~N.....C_.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610

  • Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Pesticides/PCBs (8081A18082). Appendix II Sample 10: Eq. Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 06/27/2003 Date Analyzed: 06/28/2003 ACl Sample #: 203348 Units: IJg /L Analyst: TM Analvte Result PQl Aldrin Sal 0.05 Arochlor-1016 Sal 0.50 Arochlor-1221 Sal 0.50 Arochlor-1232 Sal 0.50 Arochlor-1242 Sal 0.50 Arochlor-1248 Sal 0.50 Arochlor-1254 Sal 0.50 Arochlor-1260 Sal 0.50 a-SHC Sal 0.05 b-SHC Sal 0.05 d-SHC Sal 0.05 g-SHC Sal 0.05 Chlordane Sal 0.10 4,4'-DDD Sal 0.05 4,4'-DDE Sal 0.05 4,4'-DDT Sal 0.05 Dieldrin Sal 0.05 Endosulfan I Sal 0.05 Endosulfan II Sal 0.05 Endosulfan sulfate Sal 0.05 Endrin Sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor Sal 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00 SOL = Selow Ouantitation Limit J = less than Ouantitation Limit. Approximate Value POL = Practical Ouantilation Limit

IA CL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9--1~4~44~---------------3~0~3~9"':'A-m-w~ile-r"'::R~oa-d~*~S~u~ite-1~0~0-.~A~t1a-n-ta-. G~A~3~03'!"'6~0-Fax: (770) 409-1844 P.O. Box 88610

  • Atlanta. GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Chlorinated Herbicides (8151A)

  • Appendix II Sample ID: Eq. Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 07/01/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203348 Units: IJg/ L Analyst: TM Analyte Result PQl 2,4-D Sal 1.0 Dinoseb Sal 1.0 2,4,5-TP (Silvex) Sal 1.0 2,4,5-T Sal 1.0
  • B Ol = Below Ouantitation Limn J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantitation Limit

IACL I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road* Suite 100

  • Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix II Metals (6010B/7470A/7841)

Sample 10: Eq. Blank Matrix: Water Date Sampled: 06/25/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203348 Units: mg/L Analyst: SW/AD Analvte Result PQl Antimony BOl 0.006 Arsenic Sal 0.010 Sarium BOl 0.020 Beryllium Sal 0.004 Cadmium Sal 0.005 Chromium BOl 0.020 Cobalt BOl 0.050 Copper Sal 0.020 lead Sal 0.010 Mercury Sal 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin BOl 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 SOL = Selow Ouantitation Limit J = less than Ouanlitation Limit. Approximate Value POL = Practical Ouantitation Limit

IA CLFax: (770) 409-1844 1

Phone: (770) 409-1444


A-D-VA-N-c __'E~1J~C~'H-"E-'M~IS-L-'R.....Y-L-A-B-S-,l_N_C_o 3039 Amwiler Road ° Suite 100 ° Atlanta, GA 30360 P.O. Box 88610 ° Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Date Sample 10 ACL# Analvte Matrix Result PQL Units Analyzed Eq. Blank 203348 Cyanide (9012A) Water BOl 0.020 mg/l 06/30/2003 Eq. Blank 203348 Sulfide (9034) Water BOl 1.0 mg/l 07/03/2003

  • BQl = Below Quantitation Limit J = less than Quanlitation Limit. Approximate Value PQl = Practical Quantitalion Limit

IACL I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road* Suite 100

  • Atlanta. GA 30360 P.O. Box 88610
  • Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel v.o. (50308/82608)

  • Appendix I Sample 10: GWA-2/MW-2 Matrix: Water Date Sampled: 06/25/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203349 Units: IJg/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone sal 100 Methylene bromide Sal 5 Acrylonitrile sal 50 Methylene chloride Sal 5 Senzene sal 5 Styrene Sal 5 Sromochloromethane sal 5 1,1,1,2-Tetrachloroethane Sal 5 Sromod ichloromethane sal 5 1,1,2,2-Tetrachloroethane sal 5 Sromoform sal 5 Tetrachloroethene sal 5 Carbon disulfide sal 5 Toluene Sal 5 Carbon tetrachloride sal 5 1,1,1-Trichloroethane Sal 5 Chlorobenzene sal 5 1,1,2-Trichloroethane Sal 5 Chloroethane sal 10 Trichloroethene sal 5 Chloroform sal 5 Trichlorofluoromethane sal 5 1,2-Dibromo-3-chloropropane sal 20 1,2,3-Trichloropropane sal 5 Dibromochloromethane sal 5 Vinyl acetate Sal 50 1,2-Dibromoethane sal 5 Vinyl chloride Sal 2 trans-1,4-Dichloro-2-butene sal 10 m & p-Xylenes sal 10 1,2-Dichlorobenzene sal 5 o-Xylene sal 5 1A-Dichlorobenzene sal 5 1,1-Dichloroethane sal 5 1,2-Dichloroethane sal 5 1,1-Dichloroethene sal 5 cis-1,2-Dichloroethene sal 5 trans-1,2-Dichloroethene sal 5 1,2-Dichloropropane sal 5 cis-1,3-Dichloropropene sal 5 trans-1 ,3-Dichloropropene sal 5 Ethylbenzene sal 5 2-Hexanone sal 50 Methyl bromide sal 10 Methyl chloride sal 10 Methyl ethyl ketone sal 100 Methyl iodide sal 5 4-Methyl-2-pentanone sal 50 BOl = Below Ouantitation Limit J =less than Quantitation Limit, Approximate Value POL = Practical Ouantitation Limit

IACL I AD.VANCED CHEMISTRY LABS, INC.

Phone: (770) 40:-:9~-1~4:-:'44-:-----------------~30~3~9~A~m-w~i1~er-:R:=-o-a-:d-*~S~ui~te-1~0~0-* ~A~tla-n-:-ta-,~G~A~3~0~36~0~

Fax: (770) 409-1844 P.O. Sox 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I Deep (504.1)

Sample 10: GWA-2/MW-2 Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203349 Units: ~g/L Analyst: TM Analvte Result PQl 1,2-Dibromo-3-chloropropane Sal 0.20 1,2-Dibromoethane Sal 0.05

  • BOl = Below Ouantnation Limit J = Less than Ouantitalion Limit, Approximate Value POL = Practical Ouantilation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9--1~4~44~---------------~30~3~9~A-m-w"":":'i1e-r~R~o-a~d -.~Su~it-e~1~0~0- .A~t~la-nta-,G~A~3~03"'6"'0-Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522

. Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix I Metals (6010B/7841)

Sample ID: GWA-2/MW-2 Matrix: Water Date Sampled: 06/25/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203349 Units: mg/L Analyst: SW/AD Analvte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium sal 0.020 Seryllium sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Nickel Sal 0.020 Selenium . Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Vanadium Sal 0.050 Zinc Sal 0.020 BQl = Below Quantitation Limit J = less than Quantilalion Limit, Approximate Value PQl =PraeticalQuantitalion Limit

IACL Phone: (770)409-1444 Fax: (770) 409-1844 I ADVANCED CHEMISTRY LABS, INC 3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Sox 88610

  • Atlanta, GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel v.c. (5030B/8260B) . Appendix I Sample 10: GWC-5/MW-5 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACL Sample #: 203350 Units: IJg /L Analyst: RP Analvte Result PQL Analvte Result PQL Acetone Sal 100 Methylene bromide Sal 5 Acrylon itrile Sal 50 Methylene chloride Sal 5 Sal

.on Senzene 5 Styrene Sal 5 Sromochloromethane Sal 5 1,1,1,2-Tetrachloroethane Sal 5 Sromodichloromethane Sal 5 1,1,2,2-Tetrachloroethane Sal 5 Sromoform Sal 5 Tetrachloroethene Sal 5 disulfide Sal 5 Toluene Sal 5 bon tetrachloride Sal 5 1,1,1-Trichloroethane Sal 5 Chlorobenzene Sal 5 1,1,2-Trichloroethane Sal 5 Chloroethane Sal 10 Trichloroethene Sal 5 Chloroform Sal 5 Trichlorofluoromethane Sal 5 1,2-Dibromo-3-chloropropane Sal 20 1,2,3-Trichloropropane Sal 5 Dibromochloromethane Sal 5 Vinyl acetate Sal 50 1,2-Dibromoethane Sal 5 Vinyl chloride sal 2 trans-1,4-Dichloro-2-butene Sal 10 m & p-Xylenes Sal 10 1,2-Dichlorobenzene Sal 5 o-Xylene sal 5 1,4-Dichlorobenzene Sal 5 1,1-Dichloroethane Sal 5 1,2-Dichloroethane Sal 5 1,1-Dichloroethene Sal 5 cis-1,2-Dichloroethene Sal 5 trans-1,2-Dichloroethene Sal 5 1,2-Dichloropropane Sal 5 cis-1,3-Dichloropropene Sal 5 trans-1,3-Dichloropropene Sal 5 Ethylbenzene Sal 5 2-Hexanone sal 50 lyI Methyl bromide Sal 10 Methyl chloride Sal 10 ethyl ketone Sal 100 yl iodide Sal 5 4- ethyl-2-pentanone sal 50 BOl = Below Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantilation Limit

IA CL 1~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_VA_N~C~'E~1J~C~'H~E~M~IS~T~'R~Y~L~A~B~S~,l~N~C_.

3039 Amwiler Road* Suite 100* Atlanta. GA 30360 P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample ID: GWC-5/MW-5 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACL Sample #: 203350 Units: IJg /L Analyst: TM Analvte Result PQl 1,2-Dibromo-3-chloropropane Sal 0.20 1,2-Dibromoethane Sal 0.05 BOL = Below Ouantitalion Limit J = Less than Ouantitation Limit. Approximate Value POL = Practical Ouanlitation Limit

IACL Phone: (770)409-1444 Fax: (770)409-1844 I ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road* Suite 100

  • Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix I Metals (60108/7841)

Sample 10: GWC-5/MW-5 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203350 Units: mg/L Analyst: SW/AD Analyte Result PQl Antimony SOL 0.006 Arsenic SOL 0.010 Sarium SOL 0.020 Seryllium SOL 0.004 Cadmium SOL 0.005 Chromium SOL 0.020

.balt SOL 0.050 pper SOL 0.020 Lead SOL 0.010 Nickel SOL 0.020 Selenium SOL 0.040 Silver SOL 0.010 Thallium SOL 0.002 Vanadium SOL 0.050 Zinc SOL 0.020

  • =

BOl Below Ouantitation Limit J = less than Ouanlilation limit. Approximate Value POL = Practical Ouanmalion Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-~14~4~4----------------~3~0"!"'39~A-m-w~ile-r~R~o-ad~*S~u~it~e~1~0~0-*"!"'At~la-n-ta-.~G~A-3~0~3"!"'6~0-Fax: (770) 409-1844 P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel V.O. (50308/82608)

  • Appendix I Sample ID: GWB-4/MW-4 Matrix: Water Date Sampled: 06/25/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203351 Units: IJg/ l Analyst: RP Analyte Result PQl Analyte Result PQl Acetone Sal 100 Methylene bromide Sal 5 Acrylonitrile Sal 50 Methylene chloride BOl 5 Senzene Sal 5 Styrene Sal 5 Sromochloromethane Sal 5 1,1,1,2-Tetrachloroethane Sal 5 Sromodichloromethane Sal 5 1,1 ,2,2-Tetrachloroethane Sal 5 Sromoform Sal 5 Tetrachloroethene Sal 5 Carbon disulfide Sal 5 Toluene Sal 5 Carbon tetrachloride Sal 5 1,1,1-Trichloroethane Sal 5 Chlorobenzene Sal 5 1,1,2-Trichloroethane Sal 5 Chloroethane Sal 10 Trichloroethene Sal 5 Chloroform Sal 5 Trich lorof!uoromethane Sal 5 1,2-Dibromo-3-chloropropane Sal 20 1,2,3-Trichloropropane Sal 5 Dibromochloromethane Sal 5 Vinyl acetate Sal 50 1,2-Dibromoethane Sal 5 Vinyl chloride Sal 2 trans-1,4-Dichloro-2-butene Sal 10 m & p-Xylenes Sal 10 1,2-Dichlorobenzene Sal 5 o-Xylene Sal 5 1,4-Dichlorobenzene Sal 5 1,1-Dichloroethane Sal 5 1,2-Dichloroethane Sal 5 1,1-Dichloroethene Sal 5 cis-1,2-Dichloroethene Sal 5 trans-1,2-Dichloroethene Sal 5 1,2-Dichloropropane Sal 5 cis-1,3-Dichloropropene Sal 5 trans-1,3-Dichloropropene Sal 5 Ethylbenzene Sal 5 2-Hexanone Sal 50 Methyl bromide Sal 10 Methyl chloride Sal 10 Methyl ethyl ketone Sal 100 Methyl iodide Sal 5 4-Methyl-2-pentanone Sal 50 aOL = Below Ouantitation limit

) = Less than Quantitalion Limit. Approximate Value POL = Practical Ouantitalion Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~44-:-----------------~30~3~9-:A~m-w-::il~er-:R::"o-a"":'d-* "'=S-:ui:O:-te~1~0~0-.~At:":""la-n~ta-."'=GA~3~0~36~0~

Fax: (770) 409-1844 P.O. Sox 88610* Atlanta. GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample 10: GWB-4/MW-4 Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACL Sample #: 203351 Units: IJg/L Analyst: TM Analvte Result PQl 1,2-Dibromo-3-chloropropane Sal 0.20 1,2-Dibromoethane Sal 0.05

  • BOL = Below Ouantitation Limit J = Less than Ouantitation Limit, Approximate Value POL = Practical Ouanlitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1-4~4-4---------------~3~03"9-A-m-w~i~le-r R~o-a~d-'~S-ui~te-1""0""!"0-'-A-tla-n-ta-, ""!"G-A-3....0""!"36 Fax: (770) 409-1844 P.O. Box 88610' Atlanta, GA 30356

...0~

e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix I Metals (60108/7841)

Sample 10: GWB-4/MW-4 Matrix: Water Date Sampled: 06/25/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203351 Units: mg/L Analyst: SW/AD Analyte Result PQl Antimony BQl 0.006 Arsenic BQl 0.010 Barium BQl 0.020 Beryllium BQl 0.004 Cadmium BQl 0.005 Chromium BQl 0.020 Cobalt BQl 0.050 Copper BQl 0.020 lead BQl 0.010 Nickel BQl 0.020 Selenium BQl 0.040 Silver BQl 0.010 Thallium BQl 0.002 Vanadium BQl 0.050 Zinc BQl 0.020 BOl = Below Ouantitation Limit J = less than Ouantitation Limit. Approximate Value POL = Practical Ouantitation limit

IA CL 1~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_~_:4_N~C~'E~'D~C~'H~E~'M~L~'S~TR~Y~LA_B~S~,~IN~C~.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Sox 88610

  • Atlanta, GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel v.o. (50308/82608)

  • Appendix I Sample 10: GWB-6/MW-6 Matrix: Water Date Sampled: 06/25/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203352 Units: ~g/l Analyst: RP Analvte Result pal Analvte Result pal Acetone Sal 100 Methylene bromide sal 5 Acrylonitrile Sal 50 Methylene chloride sal 5 Senzene sal 5 Styrene sal 5 Sromochloromethane sal 5 1,1,1,2-Tetrachloroethane sal 5 Sromodichloromethane sal 5 1,1,2,2-Tetrachloroethane sal 5 Sromoform sal 5 Tetrachloroethene sal 5 ebon disulfide Sal 5 Toluene sal 5 bon tetrachloride Sal 5 1,1,1-Trichloroethane sal 5 Chlorobenzene sal 5 1,1,2-Trichloroethane sal 5 Chloroethane sal 10 Trichloroethene sal 5 Chloroform Sal 5 Trichlorofluoromethane sal 5 1,2-Dibromo-3-chloropropane sal 20 1,2,3-Trichloropropane sal 5 Dibromochloromethane sal 5 Vinyl acetate sal 50 1,2-Dibromoethane sal 5 Vinyl chloride sal 2 trans-1,4-Dichloro-2-butene sal 10 m & p-Xylenes sal 10 1,2-Dichlorobenzene sal 5 o-Xylene sal 5 1,4-Dichlorobenzene sal 5 1,1-Dichloroethane sal 5 1,2-Dichloroethane sal 5 1,1-Dichloroethene sal 5 cis-1,2-Dichloroethene sal 5 trans-1,2-Dichloroethene sal 5 1,2-Dichloropropane sal 5 cis-1,3-Dichloropropene sal 5 trans-1,3-Dichloropropene sal 5 Ethylbenzene sal 5 2-Hexanone sal 50 lyI Methyl bromide Sal 10 Methyl chloride Sal 10 ethyl ketone Sal 100

. yl iodide Sal 5 4- ethyl-2-pentanone sal 50 BOl = Below Ouantitation Limn J = less than Ouantitation Limn, Approximate Value POL = Practical Ouantitation Limit

IA CL I~

Phone: (770) 409-1444 A_D_VA_N~CE_'D C.....'H_E_M.~L_ST_'R.....Y_L_A_BS_,_IN_C_.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Box 88610

  • Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample 10: GWB-6/MW-6 Matrix: Water Date Sampled: 06/25/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACL Sample #: 203352 Units: IJg/l Analyst: TM Analvte Result PQl 1,2-Dibromo-3-chloropropane SOL 0.20 1,2-Dibromoethane SOL 0.05 BOl = Below Quantitation limit J = less than Quantitation limit, Approximate Value PQl = Practical Ouantitation limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~4~4---------------~3""03~9~A~m-w-=i~le-r R~o-a~d~*~S~u~ite-1~0~0-*~A~tla-n-ta-, ~G""A-3~0~3""60~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix I Metals (6010B/7841)

Sample ID: GWB-6/MW-6 Matrix: Water Date Sampled: 06/25/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACL Sample #: 203352 Units: mg/L Analyst: SW/AD Analyte Result PQL Antimony BOl 0.006 Arsenic Sal 0.010 Sarium Sal 0.020

.alt Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Sal 0.050 per Sal 0.020 lead Sal 0.010 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Vanadium Sal 0.050 Zinc Sal 0.020 BOl = Below Ouantitation Limit J =Less than Ouantitation Limit, Approximate Value POL = Practical Ouantitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9::--~14:-:4~4-----------------:3~0~39:"":"A-m-w":":'ile-r-:R::-o-a~d -.~S~ui~te-1:-::0~0-*~A~tla-n~ta-,-:G~A~30~3~6:":'0-Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel v.o. (50308/82608)

  • Appendix I Sample ID: GWA-7/MW-7 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203353 Units: IJg/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone Sal 100 Methylene bromide Sal 5 Acrylonitrile Sal 50 Methylene chloride Sal 5 Senzene Sal 5 Styrene Sal 5 Sromochloromethane Sal 5 1,1,1,2-Tetrachloroethane Sal 5 Sromod ichloromethane Sal 5 1,1,2,2-Tetrachloroethane Sal 5 Sromoform Sal 5 Tetrachloroethene Sal 5 Carbon disulfide Sal 5 Toluene Sal 5 Carbon tetrachloride Sal 5 1,1,1-Trichloroethane Sal 5 Chlorobenzene Sal 5 1,1,2-Trichloroethane Sal 5 Chloroethane Sal 10 Trichloroethene Sal 5 Chloroform Sal 5 Trichlorofluoromethane 23 5 1,2-Dibromo-3-chloropropane Sal 20 1,2,3-Trichloropropane Sal 5 Dibromochloromethane Sal 5 Vinyl acetate Sal 50 1,2-Dibromoethane Sal 5 Vinyl chloride Sal 2 trans-1 A-Dichloro-2-butene Sal 10 m & p-Xylenes Sal 10 1,2-Dichlorobenzene Sal 5 o-Xylene Sal 5 1A-Dichlorobenzene Sal 5 1,1-Dichloroethane Sal 5 1,2-Dichloroethane Sal 5 1,1-Dichloroethene Sal 5 cis-1,2-Dichloroethene Sal 5 trans-1,2-Dichloroethene Sal 5 1,2-Dichloropropane Sal 5 cis-1,3-Dichloropropene Sal 5 trans-1,3-Dichloropropene Sal 5 Ethylbenzene Sal 5 2-Hexanone Sal. 50 Methyl bromide Sal 10 Methyl chloride Sal 10 Methyl ethyl ketone Sal 100 Methyl iodide Sal 5 4-Methyl-2-pentanone Sal 50 BOl = Below Quantitation Limit J = less than Ouantilation Limit. Approximate Value POL = Practical Ouantitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~4~4---------------~3~03~9~A~m-w""':'i~le~r R~o-a~d-*""=S~ui~te-1~0~0-* ~At~la-n~ta-,~G~A""':'3~0~36~0~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta. GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample 10: GWA-7/MW-7 Matrix: Water Date Sampled: 06/24/2003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: 203353 Units: IJg/L Analyst: TM Analvte Result PQl 1,2-Dibromo-3-chloropropane sal 0.20 1,2-Dibromoethane sal 0.05

  • SOL = Selow Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9--1~4-44~---------------~30~3""!"9~A-m-w~ile-r-=R~o-a~d -.~Su~it-e~1""!"00~*A~t-Ia-nt-a-.G~A"""'3~03-6 Fax: (770) 409-1844 P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogt/e/Burke County 4665 Lower Roswell Road. #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix I Metals (60108/7841)

Sample 10: GWA-7/MW-7 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203353 Units: mg/L Analyst: SW/AD Analvte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium 0.036 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper 0.035 0.020 lead Sal 0.010 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Vanadium Sal 0.050 Zinc 0.034 0.020 SQl = Below Quantttation Limtt J = less than Quantitation Limit, Approximate Value PQl = Practical Quantttation Limtt

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 4o:::9:--1':'4:""':4':4-----------------:3:-=o'='39~A-m-w":':'ile-r-=R::-o-a"":"d -.~S~ui':""te-1~0'='0-*"":"A~tla-n~ta-.-:G~A~30::":3~6~0-Fax: (770) 409-1844 P.O. Sox 88610' Atlanta. GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel V.O. (50308/82608)

  • Appendix I Sample 10: GWC-11/MW-11 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203354 Units: I-'g/L Analyst: RP Analyte Result pal Analyte Result pal Acetone Sal 100 Methylene bromide Sal 5 Acrylonitrile Sal 50 Methylene chloride Sal 5 Senzene Sal 5 Styrene Sal 5 Sromochloromethane Sal 5 1,1,1,2-Tetrachloroethane Sal 5 Sromodichloromethane Sal 5 1,1,2,2-Tetrachloroethane sal 5 Sromoform Sal 5 Tetrachloroethene Sal 5

. o n disulfide Sal 5 Toluene sal 5 on tetrachloride Sal 5 1,1,1-Trichloroethane Sal 5 Chlorobenzene Sal 5 1,1,2-Trichloroethane Sal 5 Chloroethane Sal 10 Trichloroethene Sal 5 Chloroform Sal 5 Trichlorofluoromethane Sal 5 1,2-Dibromo-3-chloropropane Sal 20 1,2,3-Trichloropropane Sal 5 Dibromochloromethane Sal 5 Vinyl acetate Sal 50 1,2-Dibromoethane Sal 5 Vinyl chloride Sal 2 trans-1 A-Dichloro-2-butene Sal 10 m & p-Xylenes Sal 10 1,2-Dichlorobenzene Sal 5 o-Xylene Sal 5 1A-Dichlorobenzene Sal 5 1,1-Dichloroethane Sal 5 1.2-Dichloroethane Sal 5 1,1-Dichloroethene Sal 5 cis-1.2-Dichloroethene Sal 5 trans-1.2-Dichloroethene Sal 5 1,2-Dichloropropane Sal 5 cis-1,3-Dichloropropene Sal 5 trans-1,3-Dichloropropene Sal 5 Ethylbenzene Sal 5 2-Hexanone Sal 50 lyI Methyl bromide Sal 10 Methyl chloride Sal 10 ethyl ketone Sal 100 yl iodide Sal 5 4- ethyl-2-pentanone Sal 50 BQl = Below Quantitation Limit J = less than Quantitation Limit. Approximate Value PQl = Practical Quantitation Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~4~4---------------~30~3~9~A:-m-w~i1:-er~R~o-a'":'d-. ~S~uit~e~1~00-=--*A~t~la-nt~a-,G='A~3~03~6~0-Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel EDB I DBep (504.1)

Sample ID: GWC-11/MW-11 Matrix: Water Date Sampled: 06/2412003 Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACL Sample #: 203354 Units: IJg /L Analyst: TM Analvte Result PQl 1,2-Dibromo-3-chloropropane Sal 0.20 1,2-Dibromoethane Sal 0.05 BOl = Below Quantilation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantitalion Limit

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~4~4---------------~3~03~9~A:-m-w~i:-le-r R~o-a-:d-*~S-ui~te-1~0~0-'~A~tla-n-ta-. ~G~A-:3~0~3~60~

Fax: (770) 409-1844 P.O. Box 88610

  • Atlanta. GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix I Metals (60108/7841)

Sample 10: GWC-11/MW-11 Matrix: Water Date Sampled: 06/24/2003 Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: 203354 Units: mg/L Analyst: SW/AD Analvte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium Sal 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020

.alt Sal 0.050 tJper Sal 0.020 lead Sal 0.010 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Vanadium Sal 0.050 Zinc 0.029 0.020

  • SOL = Selow Ouantilation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantilation Limit

IACL 1 Phone: (770) 409-1444 A_D_~_~_N_C_~D_C_ll_E_M_IS_T_'R_Y_LA_B.....,;;;S,_I_N_C.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844 . P.O. Box 88610

  • Atlanta, GA 30356 Outside GA: (800) 277-0520 www.advancedchemistrylabs.com
  • e-mail: acl@mindspring.com QUALITY CONTROL SECTION

IA CL 1~~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_~_'A_N~C~'E~1J_C~'H~E_M~IS~T.~'R~Y~L~A~B~S~,l~N~C_.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel V.O. (5030B/8260B) - Appendix II SURROGATE PERCENT RECOVERY

SUMMARY

Water Dibromofluoromethane 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene (77-137) (72-138) (84-112) (77-125)

ACL Sample #

203344 102 92 107 88 203345 103 89 104 88 203346 103 94 109 86 203347 103 88 105 84 203348 104 90 107 86

  • ** Matrix Interference

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~--14-4"4----------------"3""!0-39-A-m-w"ile-r""R~O-a -d-* .... S-ui-te-1..0....

0-*-A-tla-n-ta-.-G-A-3-0...3-6 Fax: (770) 409-1844 P.O. Box 88610

  • Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel v.o. (50308/82608) - Appendix II Sample 10: ........... Matrix: Water Date Sampled: ._--.---..

Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: Blank Units: 1J9/L Analyst: RP Analvte Result PQl Analvte Result PQl Acetone Sal 100 cis-1.3-Dichloropropene Sal 5 Acetonitrile Sal 100 trans-1,3-Dichloropropene Sal 5 Acrolein Sal 100 Ethyl methacrylate Sal 10 Acrylon itrile Sal 50 Ethylbenzene Sal 5 Allyl chloride Sal 10 2-Hexanone Sal 50 Senzene Sal 5 Isobutyl alcohol Sal 50 Sromochloromethane Sal 5 Methacrylon itrile Sal 100 Sromodichloromethane Sal 5 Methyl bromide Sal 10 Sromoform Sal 5 Methyl chloride Sal 10 Carbon disulfide Sal 5 Methyl ethyl ketone Sal 100 Carbon tetrachloride Sal 5 Methyl iodide Sal 5 Chlorobenzene Sal 5 Methyl methacrylate Sal 30 Chloroethane Sal 10 4-Methyl-2-pentanone Sal 50 Chloroform Sal 5 Methylene bromide Sal 5 Chloroprene Sal 20 Methylene chloride Sal 5 1.2-Dibromo-3-chloropropane Sal 20 Naphthalene Sal 5 Dibromochloromethane Sal 5 Propionitrile Sal 150 1,2-Dibromoethane Sal 5 Styrene Sal 5 trans-1 A-Dichloro-2-butene Sal 10 1.1,1,2-Tetrachloroethane Sal 5 1.2-Dichlorobenzene Sal 5 1,1,2,2-Tetrachloroethane Sal 5 1,3-Dichlorobenzene Sal 5 Tetrachloroethene Sal 5 1A-Dichlorobenzene Sal 5 Toluene Sal 5 Dichlorodifluoromethane Sal 5 1,1,1-Trichloroethane Sal 5 1,1-Dichloroethane Sal 5 1,1,2-Trichloroethane Sal 5 1,2-Dichloroethane Sal 5 Trichloroethene Sal 5 1,1-Dichloroethene Sal 5 Trichlorofluoromethane Sal 5 cis-1.2-Dichloroethene Sal 5 1,2,3-Trichloropropane BOl 5 trans-1,2-Dichloroethene Sal 5 Vinyl acetate Sal 50 1,2-Dichloropropane Sal 5 Vinyl chloride Sal 2 1,3-Dichloropropane Sal 5 m & p-Xylenes Sal 10 2,2-Dichloropropane Sal 15 o-Xylene Sal 5 1,1-Dichloropropene Sal 5 BOl =Below Ouantitation Limit J =less than Ouantilation Limit. Approximate Value POL =Practical Ouantilation Limit

ADVANCED CHEMISTRY LABS, INC.

GC/MS UNIT#3 WATER VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date: 06-27-03 Matrix Spike - Sample No.: 203349 SPIKE SAMPLE MS MS QC.

ADDED CONCENTRATION CON CENTRATION  % LIMITS COMPOUND (lJg/L) (lJg/L) (lJg/L) REC # REC.

1,1-dichloroethene 20.00 0.00 18.35 91.8 (54-144) benzene 20.00 0.00 18.73 93.7 (82-132) trichloroethene 20.00 0.00 18.03 90.2 (73-128) toluene 20.00 0.00 19.07 95.4 (83-130) chlorobenzene 20.00 0.00 18.58 92.9 (87-123)

  • COMPOUND 1,1-dichloroethene benzene SPIKE ADDED (lJg/L) 20.00 20.00 MSD CONCENTRATION (lJg/L) 20.98 18.70 MSD REC #

104.9 93.5 RPD #

13.4 0.2 QC LIMITS RPD 14 11 REC.

(54-144)

(82-132) trichloroethene 20.00 18.70 93.5 3.6 14 (73-128) toluene 20.00 18.95 94.8 0.6 13 (83-130) ch lorobenzene 20.00 18.45 92.3 0.7 13 (87-123)

  1. Column to be used to flag recovery and RPD values with an asterisk

.. Values outside of QC limits RPD: 0 out of 5 outside limits Spike Recovery: 0 out of 10 outside limits Comments:

IACL I Phone: (770) 409-1444 ADVANCED CHEMISTRY LABS, INC 3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.come Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel V.O. (50308/82608)

  • Appendix I SURROGATE PERCENT RECOVERY

SUMMARY

Water Oibromofluoromethane 1,2-0ichloroethane-d4 Toluene-d8 4-Bromofluorobenzene (77-137) (60-138) (84-112) (77-125)

ACL Sample #

203349 107 91 104 84 203350 111 92 105 84 203351 106 92 105 83 203352 107 92 104 81 203353 110 90 102 82 203354 109 90 104 82

    • Matrix Interference

IACL I Phone: (770) 409-1444 Fax: (770)409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road* Suite 100

  • Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel V.D. (50308/82608)

  • Appendix I Sample 10: ----------- Matrix: Water Date Sampled:

Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: Blank Units: j.Jg/L Analyst: RP Analvte Result PQl Analyte Result PQl Acetone Sal 100 Methylene bromide Sal 5 Acrylon itrile Sal 50 Methylene chloride Sal 5 Senzene Sal 5 Styrene Sal 5 Sromochloromethane Sal 5 1,1,1,2-Tetrachloroethane Sal 5 Sromodichloromethane Sal 5 1,1,2,2-Tetrachloroethane Sal 5 Sromoform Sal 5 Tetrachloroethene Sal 5

_ bon disulfide Sal 5 Toluene Sal 5 rbon tetrachloride Sal 5 1,1,1-Trichloroethane Sal 5 Chlorobenzene Sal 5 1,1,2-Trichloroethane Sal 5 Chloroethane Sal 10 Trichloroethene Sal 5 Chloroform Sal 5 Trichlorofluoromethane Sal 5 1,2-Dibromo-3-chloropropane Sal 20 1,2,3-Trichloropropane Sal 5 Dibromochloromethane Sal 5 Vinyl acetate Sal 50 1,2-Dibromoethane Sal 5 Vinyl chloride Sal 2 trans-1 A-Dichloro-2-butene Sal 10 m & p-Xylenes Sal 10 1,2-Dichlorobenzene Sal 5 o-Xylene Sal 5 1A-Dichlorobenzene Sal 5 1,1-Dichloroethane Sal 5 1,2-Dichloroethane Sal 5 1,1-Dichloroethene Sal 5

  • cis-1,2-Dichloroethene Sal 5 trans-1,2-Dichloroethene Sal 5 1,2-Dichloropropane Sal 5 cis-1,3-Dichloropropene Sal 5 trans-1,3-Dichloropropene Sal 5 Ethylbenzene Sal 5 2-Hexanone Sal 50 Methyl bromide Sal 10 Methyl chloride Sal 10 y1 ethyl ketone Sal 100
  • yl iodide Sal 5 4-Methyl-2-pentanone Sal 50 SQl = Selow Quantitation Limit J = less than Quantitation Limit. Approximate Value PQl = Practical Quantilation Limit

ADVANCED CHEMISTRY LABS, INC.

GC/MS UNIT # 3 WATER VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date: 06-27-03 Matrix Spike - Sample No.: LCS/LCSD SPIKE SAMPLE MS MS QC.

ADDED CON"GENTRATION CONCENTRATION  % LIMITS COMPOUND (~g/L) (~g/L) (~g/L) REC # REC.

1,1-dichloroethene 20.00 0.00 17.91 89.6 (54-144) benzene 20.00 0.00 17.92 89.6 (82-132) trichloroethene 20.00 0.00 17.84 89.2 (73-128) toluene 20.00 0.00 18.21 91.1 (83-130) chlorobenzene 20.00 0.00 18.35 91.8 (87-123)

SPIKE MSD MSD ADDED CON CENTRATION  %  % QC LIMITS COMPOUND (~g/L) (~g/L) REC # RPD # RPD REC.

1,1-dichloroethene 20.00 17.32 86.6 3.3 14 (54-144) benzene 20.00 18.12 90.6 1.1 11 (82-132) trichloroethene 20.00 18.53 92.7 3.8 14 (73-128) toluene 20.00 19.10 95.5 4.8 13 (83-130) chlorobenzene 20.00 18.61 93.1 1.4 13 (87-123)

  1. Column to be used to flag recovery and RPD values with an asterisk
  • Values outside of QC limits RPD: 0 out of 5 outside limits Spike Recovery: 0 out of 10 outside limits Comments:

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4"':"44~--------------3~0~3':'"9"':"Am-w-:i':""'le~rR~o-a-:"d-'~Su~it~e"':"1O~O~'~A~tla-n~ta-,~GA~3~03~6~0-Fax: (770) 409-1844 P.O. Box 88610' Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Acid Extractables (8270C)

  • Appendix II SURROGATE PERCENT RECOVERY

SUMMARY

Water Phenol-d6 2-Fluorophenol 2,4,6-Tribromophenol (10-94) (21-100) (10-123)

ACL Sample #

203344 19 75 77 203345 21 92 68 203346 26 92 103 203347 22 94 105 203348 21 86 104

  • ** Matrix Interference

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1-4~4~4---------------~3~03~9-A~m-w~il~er~R~o-a""':'d-*~S~ui~te-1~0~0-* ~A~t1a-n-ta-.~G~A-3~0~36~0~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta. GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Acid Extractables (8270C)

  • Appendix II Sample ID: Matrix: Water Date Sampled:

Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: Blank Units: ~g/L Analyst: RB Analvte Result PQl 4-Chloro-3-methylphenol SQl 20 2-Chlorophenol SQl 10 m & p-Cresol SQl 10 o-Cresol SQl 10 2,4-Dichlorophenol SQl 10 2,6-Dichlorophenol SQl 10 2,4-Dimethylphenol SQl 10 4,6-Dinitro-2-methylphenol SQl 50 2,4-Dinitrophenol SQl 50 2-Nitrophenol SQl 10 4-Nitrophenol SQl 50 Pentach lorophenol SQl 50 Phenol SQl 10 2,3,4,6-Tetrachlorophenol SQl 10 2,4,5-Trichlorophenol SQl 10 2,4,6-Trichlorophenol SQl 10 BOL = Below Quantitalion Limit J = Less than Ouantitation limit. Approximate Value POL = Practical Ouantitation Limit

  • ADVANCED CHEMISTRY LABS, INC.

SEMI*VOL GC/MS UNIT # 4 ACID EXTRACTABLES (8270C)

WATER SEMI-VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date: 07-01-03 Matrix Spike - Sample No.: LCS063003 SPIKE SAMPLE MS MS ac.

COMPOUND ADDED CONCENTRATION CONCENTRATION  % LIMITS (lJq/L) (lJq/L) (lJq/L) REC # REC.

Pentachlorophenol 200 0 180 90.0 (9-103)

Phenol 200 0 42 21.0 (12-89) 2-Chlorophenol 200 0 119 59.5 (27-123) 4-Chloro-3-methylphenol 200 0 165 82.5 (23-97) 4-Nitrophenol 200 0 22 11.0 (10'-80)

SPIKE MSD MSD COMPOUND ac LIMITS ADDED CONCENTRATION  %  %

(lJq/L) (lJq/L) REC # RPD # RPD REC.

Pentachlorophenol 200 175 87.5 2.8 50 (9-103)

Phenol 200 41 20.5 2.4 42 (12-89) 2-Chlorophenol 200 114 57.0 4.3 40 (27-123) 4-Chloro-3-methylphenol 200 169 84.5 2.4 42 (23-97) 4-Nitrophenol 200 21 10.5 4.7 50 (10-80)

  1. Column to be used to flag recovery and RPD values with an asterisk
  • Values outside of ac limits RPD: 0 out of 5 outside limits Spike Recovery: 0 out of 10 outside limits Comments:

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9--1~4~44~-------------~3~O""39~A~m-w~il~er-=R=-o-ad~. S=-u~ite~10~0-*~A"'t1a-n-ta-.G~A~3""03~6""O-Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07108/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C) - Appendix II SURROGATE PERCENT RECOVERY

SUMMARY

Water Nitrobenzene-d5 2-Fluorobiphenyl Terphenyl-d14 (35-114) (43-116) (33-141)

ACL Sample #

203344 84 51 59 203345 97 57 59 203346 107 82 64 203347 106 76 56 203348 104 76 50

    • Matrix Interference

IA CL 1.....

Phone: (770) 409-1444 A_D_~_:4_N__C......'E-'D__C-'H""""""E__Y__L~'S-1:~'R-Y __LA-B__S__,......IN......C~.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356

  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C)

  • Appendix II Sample 10: ._--------- Matrix: Water Date Sampled: --..... _--.

Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: Blank Units: ~g/l Analyst: RB Analyte Result PQl Analyte Result PQl Acenaphthene Sal 10 Diethyl phthalate Sal 10 Acenaphthylene Sal 10 Dimethoate Sal 10 Acetophenone Sal 10 Dimethyl phthalate Sal 10 2-Acetylaminofluorene Sal 20 p-(Dimethylam inc)azobenzene Sal 10 4-Aminobiphenyl Sal 20 7,12-Dimethylbenz(a)anthracene Sal 10 Anthracene Sal 10 3,3'-Dimethylbenzidine Sal 10

.zo(a)anthracene Sal 10 m-Dinitrobenzene Sal 20 nzo(a)pyrene Sal 10 2,4-Dinitrotoluene Sal 10 Senzo(b)fluoranthene Sal 10 2,6-Dinitrotoluene Sal 10 Senzo(9, h, i)perylene Sal 10 Diphenylamine Sal 10 Senzo(k)f1 uoranthene Sal 10 Disulfoton Sal 10 Senzyl alcohol Sal 20 Ethyl methanesulfonate Sal 20 Sis(2-chloroethoxy)methane Sal 10 Famphur Sal 20 Sis(2-chloroethyl)ether Sal 10 Fluoranthene Sal 10 Sis(2-chloroisopropyl)ether Sal 10 Fluorene Sal 10 Sis(2-ethylhexyl)phthalate Sal 10 Hexachlorobenzene Sal 10 4-Sromophenyl phenyl ether Sal 10 Hexach lorobutadiene Sal 10 Sutyl benzyl phthalate Sal 10 Hexachlorocyclopentadiene Sal 10 p-Chloroaniline Sal 20 Hexachloroethane Sal 10 Chlorobenzilate Sal 10 Hexachloropropene Sal 10 2-Chloronaphthalene Sal 10 Indeno(1,2,3-cd)pyrene Sal 10 4-Chlorophenyl phenyl ether Sal 10 Isodrin Sal 20 Chrysene Sal 10 Isophorone Sal 10 Di-n-butyl phthalate Sal 10 Isosafrole Sal 10 Di-n-octyl phthalate Sal 10 Kepone Sal 20 Diallate Sal 10 Malathion Sal 50 Dibenz(a,h)anthracene Sal 10 Methapyrilene Sal 100 Dibenzofuran Sal 10 Methyl methanesulfonate Sal 10 1,2-Dichlorobenzene Sal 10 Methyl parathion Sal 10

.ichlorobenzene Sal 10 3-Methylcholanthrene Sal 10 ichlorobenzene Sal 10 2-Methylnaphthalene Sal 10 3,3'-Dichlorobenzidine Sal 20 Naphthalene Sal 10 BQl = Below Quantitation Limit J = less than Quantttation Limit. Approximate Value PQl = Practical Quantitation Limit

IACL I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road' Suite 100* Atlanta, GA 30360 P.O. Sox 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Base Neutral Extractables (8270C)

  • Appendix II Sample 10: ---.------- Matrix: Water Date Sampled:

Date Extracted: 06/30/2003 Date Analyzed: 07/01/2003 ACl Sample #: Blank Units: j../g/L Analyst: RB Analvte Result PQl 1A-Naphthoquinone Sal 10 1-Naphthylamine Sal 10 2-Naphthylamine Sal 10 5-Nitro-o-toluidine Sal 10 2-Nitroaniline Sal 50 3-Nitroaniline Sal 50 4-Nitroaniline Sal 20 Nitrobenzene Sal 10 N-Nitroso-di-n-butylamine Sal 10 N-Nitrosodiethylamine Sal 20 N-Nitrosodimethylamine Sal 10 N-Nitrosodiphenylamine Sal 10 N-Nitrosodipropylamine Sal 10 N-Nitrosomethylethylamine Sal 10 N-N itrosopiperidine Sal 20 N-Nitrosopyrrolidine Sal 40 Parathion Sal 20 Pentachlorobenzene Sal 10 Pentachloronitrobenzene Sal 20 Phenacetin Sal 20 Phenanthrene Sal 10 p-Phenylenediam ine Sal 10 Phorate Sal 10 Pronamide Sal 10 Pyrene Sal 10 Safrole Sal 10 1,2 A, 5-Tetrachlorabenzene Sal 10 Thionazin Sal 20 o-Toluidine Sal 10 1,2A-Trichlorobenzene Sal 10 0,0,0- Triethyl phosphorothioate Sal 50 1,3,5-Trinitrobenzene Sal 10 BOl = Below Ouanlitalion Limit J = less than Ouanlitation Limit. Approximate Value POL = Practical Ouantitation Limit

  • ADVANCED CHEMISTRY LABS, INC.

SEMI-VOL GC/MS UNIT # 4 BASE/NEUTRAL EXTRACTABLES (8270C)

WATER SEMI-VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY Sequence Date: 07-01-03 Matrix Spike - Sample No.: LCS063003 SPIKE SAMPLE MS MS. ac.

ADDED CONCENTRATION CONCENTRATION  % LIMITS COMPOUND (~q/L) (~q/L) (~q/L) REC # REC.

1,2,4-Trichlorobenzene 100 0 74 74.0 (39-98)

Acenaphthene 100 0 101 *101.0 (46-118) 2,4-Dinitrotoluene 100 0 92 92.0 (24-96)

Di-n-butvl phthalate 100 0 113 113.0 (11-117)

Pvrene 100 0 112 112.0 (26-127)

N-Nitrosodi-n-propvlamine 100 0 65 65.0 (41-116) 1,4-Dichlorobenzene 100 0 66 66.0 (36-97)

  • COMPOUND 1,2,4-Trichlorobenzene Acenaphthene SPIKE ADDED

~q/L 100 100 MSD CONCENTRATION

~q/L 75 95 MSD REC #

75.0 95.0 RPD #

1.3 6.1 ac RPD 28 31 LIMITS REC.

(39-98) 1(46-118) 2,4-Dinitrotoluene 100 92 92.0 0.0 38 (24-96)

Di-n-butvl phthalate 100 99 99.0 13.2 40 (11-117)

Pvrene 100 115 115.0 2.6 31 (26-127)

N-Nitrosodi-n-propvlamine 100 71 71.0 8.8 38 (41-116) 1,4-Dichlorobenzene 100 68 68.0 3.0 28 (36-97)

  1. Column to be used to flag recovery and RPD values with an asterisk
  • Values outside of ac limits RPD: 0 out of 7 outside limits Spike Recovery: 0 out of 14 outside limits Comments:

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9--1-4-44---------------3""'0-39-A-m-w-il-er~R-o-ad- .....S-ui-te-1""!"00~*-A-t1-an-ta-. ""!"GA Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356

......3-03-6 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Pesticides/PCBs (8081A18082)* Appendix II SURROGATE PERCENT RECOVERY

SUMMARY

Water TCMX DCBP (30-130) (30-130)

ACL Sample #

203344 103 97 203345 55 82 203346 103 79 203347 51 66 203348 54 63

    • Matrix Interference

IA CL c~'E_'D-C-'H~E-'M~L~S-1:~'R-Y

_ LA-B~S-,-INC~.

e 1__--------A-D-f/:-:4-N __ __

Phone: (770) 409-1444 3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Sox 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com i

Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Pesticides/PCBs (BOB1A1BOB2)

  • Appendix II Sample 10: Matrix: Water Date Sampled:

Date Extracted: 06/27/2003 Date Analyzed: 06/28/2003 ACL Sample #: Blank Units: IJg/L Analyst: TM Analyte Result PQl Aldrin Sal 0.05 Arochlor-1016 Sal 0.50 Arochlor-1221 Sal 0.50 Arochlor-1232 Sal 0.50 Arochlor-1242 Sal 0.50 Arochlor-1248 Sal 0.50

.hlor-1254 Sal 0.50 chlor-1260 Sal 0.50 a-SHC Sal 0.05 b-SHC Sal 0.05 d-SHC Sal 0.05 g-SHC Sal 0.05 Chlordane Sal 0.10 4,4'-DDD Sal 0.05 4,4'-DDE Sal 0.05 4,4'-DDT Sal 0.05 Dieldrin Sal 0.05 Endosulfan I Sal 0.05 Endosulfan II Sal 0.05 Endosulfan sulfate Sal 0.05 Endrin Sal 0.05 Endrin aldehyde Sal 0.05 Heptachlor Sal 0.05 Heptachlor epoxide Sal 0.05 Methoxychlor Sal 0.05 Toxaphene Sal 2.00 BOl = Below Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouantitation Limit

Advanced Chemistry Labs Pesticides Spike/Spike Dup. Report(EPA Method 608/ SW-B46 Method BOB1A)

Instrument 10: HP5890A-ECD Column: RTx-CLP-1J 30m, O.5IJm, O.53mm ACL #: LCSW062703 Matrix: WATER Extraction Date: 6/27/03 Analysis Date: 6/27/03 Initial Volume: 1000.0 mt Ftnal Volume: 1 mt Dilution Factor: 1 Unit: J.lg/L or ppb Pesticide R.T. Area Actual  % Rec. Conc. R.T. Area Actual  % Rec. Sample %D MS MS**' MS MS MSD MSD MSD MSD Conc. (RPD)

TCMX(SS#1) 6.346 948966 0.339 67.86% 0.500 6.346 _S25789 0.331 66.20% 0.000 2.47%

a-SHe 8.023 1495391 0.342 68.41% 0.500 8.025 1421049 0.325 65.01% 0.000 5.10%

g-SHC (Lindane) 9.161 1359020 0.341 68.21% 0.500 9.163 1308525 0.328 65.68% 0.000 3.79%

b-SHC 9.426 682185 0.366 73.12% ,/ 0.500 9.429 676824 0.363

  • 72.55% 0.000 0.79%

d-SHC 10.469 1286279 0.344 68.84% 0.500 10.471 1275264 0.341 68.25% 0.000 0.86%

Heptachlor 10.706 1109976 0.416 83.19% 0.500 10.707 1066331 0.400 79.92% 0.000 4.01%

Aldrin 11.902 1260149 0.356 71.16% 0.500 11".905 1224743 0.346 69.16% 0.000 2.85%

Heptachlor Epoxide 14.067 1125061 0.347 69.41% 0.500 14.070 1097671 0.339 67.72% 0.000 2.46%

a-Endo5ulfan I 15.567 994297 0.344 68.82% ~

0.500 15.570 995525 0.345 68.90% 0.000 0.12%

DDE 16.014 1050822 0.374 74.87% 0.500 16.016 1044180 0.372 74.39% 0.000 0.63%

Dieldrin 16.610 985494 0.328 65.53% 0.500 16.612 972492 0.323 64.67% 0.000 1.33%

Endrin 17.756 944679 0.358 71.53% 0.500 17.758 935711 0.354 70.85% 0.000 0.95%

DDD 18.213 788767 , 0.386 77.25% 0.500 18.215 785595 0.385 76.94% 0.000 0.40%

b-Endo5ulfan " 18.559 848042 0.329 65.86% 0.500 18.561 849698 0.330 65.98% 0.000 0.20%

DDT 19.379 731680 0.385 76.99% 0.500 19.381 728943 0.384 76.70% 0.000 0.37%

Endrin Aldehyde 19.816 632493 0.379 75.76% 0.500 19.816 653310 0.391 78.26% 0.000 3.24%

Endosulfan Sulfate 20.845 730942 0.3~~ 69.11% 0.500 20.847 739305 0.349 69.90% 0.000 1.14%

Methoxychlor 21.931 354558 0.367 73.48% 0.500 21.932 355923 0.369 73.76% 0.000 0.38%

Mirex 22.726 814231 0.357 71.48% 0.500 22.727 803603 0.353 70.54% 0.000 1.31%

Endrin Ketone 22.866 919475 0.364 72.80% 0.500 22.866 930363 0.368 73.66% 0.000 1.18%

DCSP(SS#2) 29.164 906948 0.362 72.36% 0.500 29.167 892648 0.356 71.22% 0.000 1.59%

IACL I Phone: (770) 409-1444 Fax: (770) 409-1844 ADVANCED CHEMISTRY LABS, INC.

3039 Amwiler Road* Suite 100

  • Atlanta, GA 30360 P.O. Box 88610* Atlanta, GA 30356
  • e-mail: acl@mindspring.com www.advancedchemistrylabs.com Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACL Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Chlorinated Herbicides (8151A) - Appendix II SURROGATE PERCENT RECOVERY

SUMMARY

Water oeAA (30-130)

ACL Sample #

203344 70 203345 64 203346 85 203347 71 203348 60

  • ** Matrix Interference

IACL I ADVANCED CHEMISTRY LABS, INC.

Phone: (770) 40~9~-1~4~44~---------------~30~3~9~A~m-w~il~er~R=-o-a~d-*~S~ui~te-1~0~0-* ~At~la-n~ta-,'=G~A~3~0~36~0~

Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com*

Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/2612003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Chlorinated Herbicides (8151A)

  • Appendix II Sample 10: Matrix: Water Date Sampled:

Date Extracted: 07/01/2003 Date Analyzed: 07101/2003 ACl Sample #: Blank Units: jJg/L Analyst: TM Analvte Result PQl 2,4-0 Sal 1.0 Oinoseb Sal 1.0 2,4,5-TP (Silvex) Sal 1.0 2,4,5-T Sal 1.0 BOl = Below Ouanlitation Limit J = less than Ouantitation Limit, Approximate Value POL =Practical Ouantilation Limit

Advanced Chemistry Labs

  • Herbicides Spike Report EPA Method 615/SW-846 Methods 8150,8151,8151A Instrument 10: HP5890A-ECD Colu,mn: RTx-CLPII, 30m, OA2fJm, O.53mm ACL#: LCSW070103 Matrix: WATER Extraction Date: 7/1/03 Analysis Date: 7/1/03 Initial Volume: 1000 ml Final Volume: 4 ml Dilution Factor: 1 Unit: fJg/L or ppb Herbicide Spike I R.T. I Area - ISpike Cone. I Actual I % Recovery Range RPD OCAA(SS) 21,072 1102589 16,000 11,897 74,36% 30-150 0.61%

2,4-0 23,719 568302 4,000 4,441 111,03% 30-150 2.63%

Silvex 25,053 515784 0.800 0,722 90.25% 30-150 1,06%

2,4,5-T 25.665 431667 0.800 0,478 59.81% 30-150 0.07%

Oinoseb 26.740 185003 0,333 41.64% 10-150 3.17%

~

0.800 Herbicide Spike Dup. I R.T. I Area ISpike Cone. I Actual I % Recovery Range Cone.

OCAA(SS) 21.065 1109350 16.000 11,970 74,81% 30-150 0,000 2,4-0 23.711 583420 4.000 4,559 113.98% 30-150 0.000 Silvex 25.048 521280 0,800 0.730 91.22% 30-150 0,000 2,4,5-T 25.657 431969 0,800 0,479 59,85% 30-150 0,000 Oinoseb 26.737 ...

190960 0.800 0,344 42.98% 10-150 0,000 "Herb, CalculatIOn based on curve prep. on 5/7/03

IA CL I~

Phone: (770) 409-1444 Fax: (770) 409-1844 A_D_VA_N_C~'E__'D_C~'H_E_M~IS_T__'R~Y_L_A_B~S_,I~N_C_.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 P.O. Box 88610

  • Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com
  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 Lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: 07/08/2003

Contact:

Mr. Kurt Batsel Appendix II Metals (6010B/7470A/7841)

Sample ID: Matrix: Water Date Sampled:

Date Extracted:

Date Analyzed: 06/27/2003 ACL Sample #: Blank Units: mg/L Analyst: SW/AD Analyte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium Sal 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Mercury Sal 0.0005 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Tin Sal 0.025 Vanadium Sal 0.050 Zinc Sal 0.020 BQl = Below Ouantitation Limit J = less than Ouantitation Limit, Approximate Value POL = Practical Ouant~ation limit

  • ADVANCED CHEMISTRY LABS, INC.

Appendix II Metals Water Matrix Spike for Method (6010B/7470A)

Sample 10 -_--_--_--_--- _

ACL Sample Number L_C_S _

SPIKE SAMPLE MATRIX SPIKE MS MS ADDED RESULT RESULT REC RANGE COMPOUND (mg/L) (mg/L) (mg/L) (%) (%)

Antimony 0.040 0.000 0.039 97 75--125 Arsenic 0.100 0.000 0.110 110 75--125 Barium 1.000 0.000 0.947 95 75--125 Beryllium 0.100 0.000 0.112 112 75--125 Cadmium 0.025 0.000 0.027 107 75--125 Chromium 0.100 0.000 0.110 110 75--125 Cobalt 0.100 0.000 0.109 109 75--125 Copper 0.100 0.000 0.109 109 75--125 Lead 0.100 0.000 . 0.106 106 75--125 Mercury 0.0020 0.000 0.0021 103 75--125 Nickel 0.100 0.000 0.108 108 75--125 Selenium 0.025 0.000 0.025 100 75--125 Silver 0.020 0.000 0.019 94 75--125 Thallium 0.040 0.000 0.039 97 75--125 Tin 0.200 0.000 0.213 106 75--125 Vanadium 0.250 0.000 0.269 108 75--125 Zinc 0.100 0.000 0.113 113 75--125 Comment:

IA CL I~

Phone: (770) 409-1444

'H_E_M~IS_T_'R Y_L_A_B_S_,I_N_ _C_"

A_D_VA_N_C_'E_'D_C......

3039 Amwiler Road* Suite 100* Atlanta, GA 30360 Fax: (770) 409-1844 P.O. Box 88610* Atlanta, GA 30356 e-mail: acl@mindspring.com www.advancedchemistrylabs.com

  • Client: Dextra Group Client Proj #: Plant Vogtle/Burke County 4665 lower Roswell Road, #154 ACl Project #: 42522 Marietta, GA 30068-0000 Date Received: 06/26/2003 Date Reported: *07/08/2003

Contact:

Mr. Kurt Batsel Appendix I Metals (60108/7841)

Sample 10: Matrix: Water Date Sampled:

Date Extracted:

Date Analyzed: 06/27/2003 ACl Sample #: Blank Units: mg/l Analyst: SW/AD Analyte Result PQl Antimony Sal 0.006 Arsenic Sal 0.010 Sarium Sal 0.020 Seryllium Sal 0.004 Cadmium Sal 0.005 Chromium Sal 0.020 Cobalt Sal 0.050 Copper Sal 0.020 lead Sal 0.010 Nickel Sal 0.020 Selenium Sal 0.040 Silver Sal 0.010 Thallium Sal 0.002 Vanadium Sal 0.050 Zinc Sal 0.020 BOL = Below Quantitation Limit J = Less than Ouantitation Limit, Approximate Value

=

POL Practical Quantitation Limit

  • ADVANCED CHEMISTRY LABS, INC.

Appendix I Metals Water Matrix Spike for Method (6010B/7841)

Sample 10: GWC-11/MW-13 ACL Sample Number : _ _~2;;;.,;0....;;.3..:..35;;...4:..-_ _

SPIKE SAMPLE MATRIX SPIKE MS MS ADDED RESULT RESULT REC RANGE COMPOUND (mg/L) (mg/L) (mg/L) (%) (%)

Antimony 0.040 0.000 0.040 99 75--125 Arsenic 0.100 0.000 0.111 111 75--125 Barium 1.000 0.011 0.992 98 75--125 Beryllium 0.100 0.000 0.112 112 75--125 Cadmium 0.025 0.000 0.027 109 75--125 Chromium 0.100 0.000 0.111 111 75--125 Cobalt 0.100 0.000 0.106 106 75--125 Copper 0.100 0.000 0.109 109 75--125 Lead 0.100 0.000 0.108 108 75--125 Nickel 0.100 0.000 0.105 105 75--125 Selenium 0.025 0.000 0.025 101 75--125 Silver 0.020 0.000 0.019 97 75--125 Thallium 0.040 0.000 0.037 93 75--125 Vanadium 0.250 0.000 0.272 109 75--125 Zinc 0.100 0.029 0.121 92 75--125 Comment:

IA CL I~~~~~~~~~~A~D~V:~~~N~C~E.:::;D~C~H~E~M:.:.;/~S~TR~Y~L~A:.=B~S~!~/N~C.

3039 Amwiler Road* Suite 100* Atlanta, GA 30360. P. O. Box 88610* Atlanta, GA 30356. (770) 409-1444* Fax (770) 409-1844 CHAIN-OF CUSTODY RECORD AND ANALYSIS REQUEST Site location: 1_*l- U"v -+- < ANALYSIS REQUEST 8 ur Ie. ~ C~".."..L Client Project: (#)

(Name) Dii.J.r oj Sampler Name (Print):

PAr ,'(,.4 L"~,,

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QJ Sample c

'iii 10 c Gi QJ Cl "0

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QJ 0 "0 E

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i/ '.lJ'}cJ'1'Ci i 2. Z. t 2 2 I l { { (

!3emarks:

"9F-GWC-- /'3/MW-15

'/ '

D1,D'L'"CII':;\-"TiCs-v r ~ r' TAT Priority (24 hr) 0 Special Handling ACL Contact 1 S~mf-~ f'~VIO(f.[;> Ii5UT N1>T tlS'T Rush (48 hr) 0 1- -+~O~;&_...M.lO==_=:<::.;..,.:.....-..:'P.~~...:.P\;:.;;5::.;:::S~'P~£::;,;.I!;;;;...;~:..,.:.:t;::-~'

~.,....,~P.~~I!.}ush(72 hr) 0 Quote # - - - - - - 1 Special Reporting Requirements tt nc....- d-lab Use Only: Cooler Temp. ,~~o~r~m~a~1 _~0=.L~p;"O~.:.-..-======_I

~ JI QAlQC Level L"'1.0 FaxO ACL Project #: if' J 0 C Level 1 0 Level 2 0 Other 0 RelinqUished by Sampler: Date Time Received by:

CUSTODY Relinquished by:J..I / 6J-L Time Received by:

RECO.

Relinquished by :

rl-.ee- ~. . (/00 Time Received y Waybill #

ApPENDIX B - STATISTICAL ANALYSES

LANDFILL #2

SNC Plant Vogtle Landfill #2 Shapiro-Wilks Test of Normality Parameter: Zinc All Wells Nonnality Test of Parameter Concentrations Original Data (Not Transformed)

Non-Detects Replaced with 1/2 DL

=

K 9; Samples 18 =

i x(i) x(n-i+1) x{n-1 +1 )-x{i) a{n-i+1) b(i) 1 0.01 0.047 0.037 0.4886 0.0180782 2 0.01 0.034 0.024 0.3253 0.0078072 3 0.01 0.029 0.019 0.2553 0.0048507 4 0.01 0.01 o 0.2027 o 5 0.01 0.01 o 0.1587 o 6 0.01 0.01 o 0.1197 o 7 0.01 0.01 o 0.0837 o 8 0.01 0.01 o 0.0496 o 9 0.01 0.01 o 0.0163 o 10 0.01 0.01 o 11 0.01 0.01 o 12 0.01 0.01 o 13 0.01 0.01 o 14 0.01 0.01 o 15 0.01 0.01 o 16 0.029 0.01 -0.019 17 0.034 0.01 -0.024 18 0.047 0.01 -0.037

=

Sum of b values 0.0307361 Sample Standard Deviation = 0.0107113 W Statistic = 0.484355 5% Critical value of 0.897 exceeds 0.484355 Evidence of non-normality at 95% level of significance 1% Critical value of 0.858 exceeds 0.484355 Evidence of non-normality at 99% level of significance

  • Page 1

SNC Plant Vogtle Landfill #2 Kruskal-Wallis Non-Parametric Test Parameter: Zinc Original Data (Not Transformed)

Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD Date Result Rank GWA-2IMW-2 7130/2002 BQLO.01 8 9/24/2002 BQLO.01 8 1012112002 BQLO.01 8 1214/2002 BQLO.01 8 612512003 BQLO.01 8 Rank Sum 40=

Rank Mean 8 =

Background Rank Sum 40 =

Background Rank Mean 8 =

Compliance Wells WelllD Date Result Rank GWB-4/MW-4 7/3012002 BQLO.01 8 912412002 BQLO.01 8 10/2112002 BQLO.01 8 12/412002 - BQLO.01 8 6/2512003 BQLO.01 8 Rank Sum 40=

Rank Mean 8 =

GWC-11/MW-117/3012002 0.034 17 9/2412002 BQLO.01 8 10121/2002 BQLO.01 8 12/412002 BQLO.01 8 6/2512003 0.029 16 Rank Sum 57=

=

Rank Mean 11.4 GWC-3/MW-3 7/3012002 BQLO.01 8 9124/2002 BQLO.01 8 12/412002 0.047 18 Rank Sum 34=

=

Rank Mean 11.3333 Calculation Results:

Kruskal-Wallis H Statistic = 1.77661

=

Kruskal-Wallis H Statistic (adjusted for tied non-detects) 4.20913 95% Confidence comparison value is 7.81472 at 3 degrees offreedom 1.77661 < 7.81472 indicating no significant group difference at 5% significance level 4.20913 < 7.81472 indicating no significant group difference at 5% significance level when adjusted for ties

  • Page 1

LANDFILL #3

SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: Barium All Wells Nonnality Test of Parameter Concentrations Original Data (Not Transformed)

Non-Detects Replaced with 1/2 DL

=

K 15; Samples 30 =

i x(i) x(n-i+1) x(n-1+1 )-x(i) a(n-i+1) b(i) 1 0.005 0.106 0.101 0.4254 0.0429654 2 0.005 0.0935 0.0885 0.3944 0.0349044 3 0.01 0.085 0.075 0.2487 0.0186525 4 0.01 0.083 0.073 0.2148 0.0156804 5 0.01 0.082 0.072 0.187 0.013464 6 0.01 0.077 0.067 0.163 0.010921 7 0.01 0.068 0.058 0.1415 0.008207 8 0.01 0.064 0.054 0.1219 0.0065826 9 0.01 0.051 0.041 0.1036 0.0042476 10 0.01 0.036 0.026 0.0862 0.0022412 11 0.01 0.0295 0.0195 0.0697 0.00135915 12 0.01 0.02 0.01 0.0537 0.000537 13 0.01 0.018 0.008 0.0381 0.0003048 14 0.01 0.015 0.005 0.0227 0.0001135 15 0.01 0.01 o 0.0076 o 16 0.01 0.01 o 17 0.015 0.01 -0.005 18 0.018 0.01 -0.008 19 0.02 0.01 -0.01 20 0.0295 0.01 -0.0195 21 0.036 0.01 -0.026 22 0.051 0.01 -0.041 23 0.064 0.01 -0.054 24 0.068 0.01 -0.058 25 0.077 0.01 -0.067 26 0.082 0.01 -0.072 27 0.083 0.01 -0.073 28 0.085 0.01 -0.075 29 0.0935 0.005 -0.0885 30 0.106 0.005 -0.101

=

Sum of b values 0.160181

=

Sample Standard Deviation 0.0325622 W Statistic = 0.834436 5% Critical value of 0.927 exceeds 0.834436 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.834436 Evidence of non-normality at 99% level of significance

  • Page 1

SNC Plant VogUe landfill #3 Kruakal-Wallis Non-Parametric Test Parameter: Barium Original Data (Not Transfonned)

Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells Well '0 Date Result Rank GWA-15/MW-15713012002 BQlO.01 8.5 912412002 BQLO.01 8.5 1012112002 - BQLO.01 8.5 121312002 BQLO.OO5 8.5 612412003 BQlO.01 8.5 Rank Sum:: 42.5 Rank Mean:: 8.5 GWA-7IMW-7 713012002 - BQLO.01 8.5 912412002 BQLO.01 8.5 1012112002 BQLO.01 8.5 121312002 0.015 17 612412003 0.036 21 Rank Sum:: 63.5 Rank Mean:: 12.7 Background Rank Sum = 106 Background Rank Mean:: 10.6

  • Compliance Wells Well 10 Date Result Rank GWB-6IMW-6 713012002 BQLO.01 8.5 912412002 BQLO.01 8.5 1012112002 BQLO.01 8.5 121312002 BQLO.005 8.5 612412003 BQLO.01 8.5 Rank Sum:: 42.5 Rank Mean:: 8.5 GWC-13IMW-1 '3713012002 0.077 25 912412002 0.085 28 1012112002 0.083 27 121312002 0.082 26 612412003- 0.0295 20 Rank Sum:: 126 Rank Mean:: 25.2 GWC-14IMW-147/3OI2002 0.068 24 912412002- 0.0935 29 1012112002 0.064 23 121312002 0.106 30 612412003 0.051 22 Rank Sum:: 128 Rank Mean = 25.6 GWC-5IMW-5 713012002 BQLO.01 8.5 912412002 0.02 19 Page 1

SNC Plant Vogtle Landfill #3 1012112002 BQLO.01 8.5 1213/2002 0.018 18 6/2412003 BQLO.01 8.5

=

Rank Sum 62.5

=

Rank Mean 12.5 Calculation Results:

Kruskal-Wallis H Statistic = 19.4916

=

Kruskal-Wallis H Statistic (adjusted for tied non-detects) 22.9659 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 19.4916> 9.48773 indicating a significant group difference at 5% significance level 22.9659 > 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 10.6 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 8.5 -2.1 10.8835 GWC-13/MW-1325.2 14.6 10.8835 GWC-14/MW-1425.6 15 10.8835 GWC-5/MW-5 12.5 1.9 10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 10.6 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 8.5 -2.1 10.8835 GWC-13/MW-1325.2 14.6 10.8835 GWC-14/MW-1425.6 15 10.8835 GWC-5/MW-5 12.5 1.9 10.8835

  • Page 2

SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: Chlorobenzene All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)

Non-Detects Replaced with 1/2 DL

=

K 15; Samples 30 =

i xCi) x(n-i+1) x(n-1 +1 )-x(i) a(n-i+1) b(i) 1 2.5 10 7.5 0.4254 3.1905 2 2.5 9 6.5 0.3944 2.5636 3 2.5 8 5.5 0.2487 1.36785 4 2.5 7 4.5 0.2148 0.9666 5 2.5 2.5 0 0.187 0 6 2.5 2.5 0 0.163 0 7 2.5 2.5 0 0.1415 0 8 2.5 2.5 0 0.1219 0 9 2.5 2.5 0 0.1036 0 10 2.5 2.5 0 0.0862 0 11 2.5 2.5 0 0.0697 0 12 2.5 2.5 0 0.0537 0 13 2.5 2.5 0 0.0381 0 14 2.5 2.5 0 0.0227 0 15 2.5 2.5 0 0.0076 0 16 2.5 2.5 0 17 2.5 2.5 0 18 2.5 2.5 0 19 2.5 2.5 0 20 2.5 2.5 0 21 2.5 2.5 0 22 2.5 2.5 0 23 2.5 2.5 0 24 2.5 2.5 0 25 2.5 2.5 0 26 2.5 2.5 0 27 7 2.5 -4.5 28 8 2.5 -5.5 29 9 2.5 -6.5 30 10 2.5 -7.5

=

Sum of b values 8.08855

=

Sample Standard Deviation 2.11562

=

W Statistic 0.504042 5% Critical value of 0.927 exceeds 0.504042 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.504042 Evidence of non-normality at 99% level of significance

  • Page 1

SNC Plant Vogtle Landfill #3 Kruskal-Wallis Non-Parametric Test Parameter: Chlorobenzene Original Data (Not Transformed)

Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD Date Result Rank GWA-15IMW-157/3012002 BQL2.5 13.5 9/2412002 BQL2.5 13.5 1012112002 - BQL2.5 13.5 121312002 BQL2.5 13.5 6/2412003 BQL2.5 13.5 Rank Sum = 67.5 Rank Mean = 13.5 GWA-7IMW-7 7/3012002 - BQL2.5 13.5 912412002 BQL2.5 13.5 10/2112002 BQL2.5 13.5 121312002 BQL2.5 13.5 612412003 BQL2.5 13.5 Rank Sum = 67.5 Rank Mean = 13.5

=

Background Rank Sum 135 Background Rank Mean = 13.5 Compliance Wells WelllD Date Result Rank GWB-6IMW-6 7/3012002 BQL2.5 13.5 912412002 BQL2.5 13.5 1012112002 BQL2.5 13.5 12/312002 BQL2.5 13.5 6/2412003 BQL2.5 13.5 Rank Sum = 67.5 Rank Mean = 13.5 GWC-13IMW-137/30I2oo2 BQL2.5 13.5 912412002 BQL2.5 13.5 10/2112002 BQL2.5 13.5 121312002 BQL2.5 13.5 6124/2003 - BQL2.5 13.5 Rank Sum = 67.5 Rank Mean = 13.5 GWC-14IMW-147/3012002 BQL2.5 13.5 912412002 - 8 28 1012112002 9 29 121312002 10 30 612412003 7 27 Rank Sum = 127.5 Rank Mean = 25.5

-.~

GWC-5IMW-5 7/3012002 BQL2.5 13.5 912412002 BQL2.5 13.5 Page 1

SNC Plant Vogtle Landfill #3 1012112002 BQL2.5 13.5 12/3/2002 BQL2.5 13.5 6/24/2003 BQL2.5 13.5

=

Rank Sum 67.5 Rank Mean = 13.5 Calculation Results:

=

Kruskal-Wallis H Statistic 7.74194

=

Kruskal-Wallis H Statistic (adjusted for tied non-detects) 22.1656 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 7.74194 < 9.48773 indicating no significant group difference at 5% significance level 22.1656 > 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 13.5 Well Mean Rank Diffrom Bkg Critical Value GWB-6IMW-6 13.5 o 10.8835 GWC-13/MW-1313.5 o 10.8835 GWC-14/MW-1425.5 12 10.8835 GWC-5IMW-5 13.5 o 10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 13.5 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 13.5 o 10.8835 GWC-13/MW-1313.5 o 10.8835 GWC-14/MW-1425.5 12 10.8835 GWC-5/MW-5 13.5 o 10.8835

  • Page 2

SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: 1,1-Dichloroethane All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)

Non-Detects Replaced with 1/2 DL

=

K 15; Samples 30 =

i x(i) x(n-i+1) x(n-1+1)-x(i) a(n-i+1) b(i) 1 2.5 21 18.5 0.4254 7.8699 2 2.5 17 14.5 0.3944 5.7188 3 2.5 16 13.5 0.2487 3.35745 4 2.5 13 10.5 0.2148 2.2554 5 2.5 10 7.5 0.187 1.4025 6 2.5 9 6.5 0.163 1.0595 7 2.5 7 4.5 0.1415 0.63675 8 2.5 6 3.5 0.1219 0.42665 9 2.5 6 3.5 0.1036 0.3626 10 2.5 2.5 0 0.0862 0 11 2.5 2.5 0 0.0697 0 12 2.5 2.5 0 0.0537 0 13 2.5 2.5 0 0.0381 0 14 2.5 2.5 0 0.0227 0 15 2.5 2.5 0 0.0076 0 16 2.5 2.5 0 17 2.5 2.5 0 18 2.5 2.5 0 19 2.5 2.5 0 20 2.5 2.5 0 21 2.5 2.5 0 22 6 2.5 -3.5 23 6 2.5 -3.5 24 7 2.5 -4.5 25 9 2.5 -6.5 26 10 2.5 -7.5 27 13 2.5 -10.5 28 16 2.5 -13.5 29 17 2.5 -14.5 30 21 2.5 -18.5

=

Sum of b values 23.0895

=

Sample Standard Deviation 5.1239

=

W Statistic 0.700216 5% Critical value of 0.927 exceeds 0.700216 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.700216 Evidence of non-normality at 99% level of significance

  • Page 1

SNC Plant Vogtle Landfill #3 Kruskal-Wallis Non-Parametric Test Parameter: 1,1-Dichloroethane Original Data (Not Transformed)

Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD Date Result Rank GWA-15IMW-157/30/2002 BQL2.5 11 912412002 BQL2.5 11 1012112002 - BQL2.5 11 1213/2002 BQL2.5 11 6/2412003 BQL2.5 11 Rank Sum 55=

Rank Mean 11=

GWA-7IMW-7 7/30/2002 - BQL2.5 11 9/2412002 BQL2.5 11 1012112002 BQL2.5 11 12/3/2002 BQL2.5 11 6/2412003 BQL2.5 11 Rank Sum 55=

Rank Mean 11=

=

Background Rank Sum 110 Background Rank Mean 11 =

Compliance Wells WelllD Date Result Rank GWB-6IMW-6 7/30/2002 BQL2.5 11 9/24/2002 BQL2.5 11 1012112002 BQL2.5 11 121312002 BQL2.5 11 6124/2003 BQL2.5 11 Rank Sum 55=

Rank Mean 11=

GWC-13/MW-137/30/2002 BQL2.5 11 912412002 6 22 1012112002 6 23 121312002 7 24 612412003 - 9 25

=

Rank Sum 105 Rank Mean 21=

GWC-14IMW-147/3012002 13 27 912412002 - 21 30 1012112002 17 29 121312002 16 28 6/2412003 10 26

=

Rank Sum 140 Rank Mean 28=

GWC-5IMW-5 7/3012002 BQL2.5 11 912412002 BQL2.5 11 Page 1

SNC Plant Vogtle Landfill #3 1012112002 BQL2.5 11 12/3/2002 BQL2.5 11 6/24/2003 BQL2.5 11 Rank Sum 55=

=

Rank Mean 11 Calculation Results:

=

Kruskal-Wallis H Statistic 17.2581

=

Kruskal-Wallis H Statistic (adjusted for tied non-detects) 26.2521 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 17.2581 > 9.48773 indicating a significant group difference at 5% significance level 26.2521 > 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 11 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 11 o 10.8835 GWC-13/MW-1321 10 10.8835 GWC-14/MW-1428 17 10.8835 GWC-5/MW-5 11 o 10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 11 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 11 o 10.8835 GWC-13/MW-1321 10 10.8835 GWC-14/MW-1428 17 10.8835 GWC-5/MW-5 11 o 10.8835

  • Page 2

SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: cis*1,2*Dichloroethene All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)

Non-Detects Replaced with 1/2 DL

=

K 15; Samples 30 =

i xCi) x(n-i+1) x(n-1+1 )-x(i) a(n-i+1) b(i) 1 2.5 19 16.5 0.4254 7.0191 2 2.5 18.5 16 0.3944 6.3104 3 2.5 16 13.5 0.2487 3.35745 4 2.5 10 7.5 0.2148 1.611 5 2.5 10 7.5 0.187 1.4025 6 2.5 6 3.5 0.163 0.5705 7 2.5 2.5 0 0.1415 0 8 2.5 2.5 0 0.1219 0 9 2.5 2.5 0 0.1036 0 10 2.5 2.5 0 0.0862 0 11 2.5 2.5 0 0.0697 0 12 2.5 2.5 0 0.0537 0 13 2.5 2.5 0 0.0381 0 14 2.5 2.5 0 0.0227 0 15 2.5 2.5 0 0.0076 0 16 2.5 2.5 0 17 2.5 2.5 0 18 2.5 2.5 0 19 2.5 2.5 0 20 2.5 2.5 0 21 2.5 2.5 0 22 2.5 2.5 0 23 2.5 2.5 0 24 2.5 2.5 0 25 6 2.5 -3.5 26 10 2.5 -7.5 27 10 2.5 -7.5 28 16 2.5 -13.5 29 18.5 2.5 -16 30 19 2.5 -16.5

=

Sum of b values 20.2709 Sample Standard Deviation = 4.901

=

W Statistic 0.589903 5% Critical value of 0.927 exceeds 0.589903 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.589903 Evidence of non-normality at 99% level of significance

  • Page 1

SNC Plant Vogtle Landfill #3 Kruskal-Wallis Non-Parametric Test Parameter: cis-1,2*Dichloroethene Original Data (Not Transformed)

Non-Detects Replaced with 112 DL Kruskal Wallis Ranks Background Wells WelllD Date Result Rank GWA-15IMW-157130/2002 BQL2.5 12.5 9/2412002 BQL2.5 12.5 1012112002 - BQL2.5 12.5 12/3/2002 BQL2.5 12.5 6/2412003 BQL2.5 12.5

=

Rank Sum 62.5

=

Rank Mean 12.5 GWA-7/MW-7 7/30/2002 - BQL2.5 12.5 9124/2002 BQL2.5 12.5 1012112002 BQL2.5 12.5 121312002 BQL2.5 12.5 6/2412003 BQL2.5 12.5

=

Rank Sum 62.5

=

Rank Mean 12.5

=

Background Rank Sum 125 Background Rank Mean 12.5=

Compliance Wells WelllD Date Result Rank GWB-6/MW-6 7/30/2002 BQL2.5 12.5 9124/2002 BQL2.5 12.5 10/2112002 BQL2.5 12.5 121312002 BQL2.5 12.5 612412003 BQL2.5 12.5

=

Rank Sum 62.5

=

Rank Mean 12.5 GWC-13IMW-137/3012002 BQL2.5 12.5 912412002 BQL2.5 12.5 10/2112002 BQL2.5 12.5 121312002 BQL2.5 12.5 612412003 - 6 25 Rank Sum 75=

Rank Mean 15=

GWC-14IMW-147/30I2oo2 10 26 912412002 - 18.5 29 10/2112002 16 28 121312002 19 30 6124/2003 10 27

=

Rank Sum 140 Rank Mean 28=

GWC-5/MW-5 7/3012002 BQL2.5 12.5 912412002 BQL2.5 12.5 Page 1

SNC Plant Vogtle Landfill #3 1012112002 BQL2.5 12.5 12/3/2002 BQL2.5 12.5 6124/2003 BQL2.5 12.5

=

Rank Sum 62.5

=

Rank Mean 12.5 Calculation Results:

Kruskal-Wallis H Statistic = 12.4194 Kruskal-Wallis H Statistic (adjusted for tied non-detects) = 25.4328 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 12.4194> 9.48773 indicating a significant group difference at 5% significance level 25.4328> 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 12.5 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 12.5 o 10.8835 GWC-13/MW-1315 2.5 10.8835 GWC-14/MW-1428 15.5 10.8835 GWC-5/MW-5 12.5 o 10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 12.5 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 12.5 o 10.8835 GWC-13/MW-1315 2.5 10.8835 GWC-14/MW-1428 15.5 10.8835 GWC-5/MW-5 12.5 o 10.8835

  • Page 2

SNC Plant Vogtle Landfill #3 Shapiro-Wilks Test of Normality Parameter: Trichlorofluoromethane All Wells Normality Test of Parameter Concentrations Original Data (Not Transformed)

Non-Detects Replaced with 1/2 DL

=

K 15; Samples 30 =

i x(i) x(n-i+1) x(n.1+1 )-x(i) a(n-i+1) b(i) 1 2.5 391 388.5 0.4254 165.268 2 2.5 381 378.5 0.3944 149.28 3 2.5 348 345.5 0.2487 85.9258 4 2.5 300 297.5 0.2148 63.903 5 2.5 221 218.5 0.187 40.8595 6 2.5 210 207.5 0.163 33.8225 7 2.5 184.5 182 0.1415 25.753 8 2.5 47.5 45 0.1219 5.4855 9 2.5 44 41.5 0.1036 4.2994 10 2.5 43 40.5 0.0862 3.4911 11 2.5 32 29.5 0.0697 2.05615 12 2.5 31 28.5 0.0537 1.53045 13 2.5 27 24.5 0.0381 0.93345 14 2.5 23 20.5 0.0227 0.46535 15 2.5 5 2.5 0.0076 0.019 16 5 2.5 -2.5 17 23 2.5 -20.5 18 27 2.5 -24.5 19 31 2.5 -28.5 20 32 2.5 -29.5 21 43 2.5 -40.5 22 44 2.5 -41.5 23 47.5 2.5 -45 24 184.5 2.5 -182 25 210 2.5 -207.5 26 221 2.5 -218.5 27 300 2.5 -297.5 28 348 2.5 -345.5 29 381 2.5 -378.5 30 391 2.5 -388.5

=

Sum of b values 583.093

=

Sample Standard Deviation 126.663

=

W Statistic 0.730759 5% Critical value of 0.927 exceeds 0.730759 Evidence of non-normality at 95% level of significance 1% Critical value of 0.9 exceeds 0.730759 Evidence of non-normality at 99% level of significance

  • Page 1

SNC Plant Vogtle landfill #3 Kruskal-Wallis Non-Parametric Test Parameter: Trichlorofluoromethane Original Data (Not Transformed)

Non-Detects Replaced with 112 Dl Kruskal Wallis Ranks Background Wells Well 10 Date Result Rank GWA-15IMW-157/30I2oo2 BQl2.5 8 912412002 BQl2.5 8 1012112002 - BQl2.5 8 121312002 aQl2.5 8 612412003 BQl2.5 8 Rank Sum=40 Rank Mean = 8 GWA-7IMW-7 7/3012002- 184.5 24 912412002 32 20 1012112002 221 26 121312002 210 25 612412003 23 17 Rank Sum = 112 Rank Mean 22.4 =

Badtground Rank Sum = 152 Background Rank Mean = 15.2

  • Compliance Wells WelllD Date Result Rank GWB-6IMW-6 713012002 aQl2.5 8 912412002 BQl2.5 8 1012112002 aQl2.5 8 121312002 aQl2.5 8 612412003 BQl2.5 8 Rank Sum =40 Rank Mean 8 =

GWC-13IMW-137/30I2oo2 300 27 912412002 381 29 1012112002 348 28 12/312002 391 30 612412003 - 44 22 Rank Sum = 136 Rank Mean 27.2 =

GWC-14/MW-147/30I2oo2 43 21 912412002 - 47.5 23 1012112002 31 19 121312002 27 18 612412003 5 16 Rank Sum = 97 Rank Mean 19.4 =_-_ _--_

.-..._... _--- ... ... .... _------_._--_ .. -.-_ .. _--_ ...... __ .. _~._---------

GWC-5/MW-5 7/3012002 aQl2.5 8 912412002 SQl2.5 8 Page 1

SNC Plant Vogtle Landfill #3 10121/2002 BQL2.5 8 12/312002 BQL2.5 8 6124/2003 BQL2.5 8 Rank Sum 40=

Rank Mean 8=

Calculation Results:

=

Kruskal-Wallis H Statistic 17.0826 Kruskal-Wallis H Statistic (adjusted for tied non-detects) = 19.5136 95% Confidence comparison value is 9.48773 at 4 degrees of freedom 17.0826> 9.48773 indicating a significant group difference at 5% significance level 19.5136> 9.48773 indicating a significant group difference at 5% significance level when adjusted for ties Individual Well Comparisons at 1.25% Significance Level per Comparison 1.25% Z score is 2.25713 Mean background rank is 15.2 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 8 -7.2 10.8835 GWC-13/MW-1327.2 12 10.8835 GWC-14/MW-1419.4 4.2 10.8835 GWC-5/MW-5 8 -7.2 10.8835 Individual Well Comparisons at Groupwise 5% Significance Level (1.25% Significance Level per comparison) 1.25% Z score is 2.25713 Mean background rank is 15.2 Well Mean Rank Diffrom Bkg Critical Value GWB-6/MW-6 8 -7.2 10.8835 GWC-13/MW-1327.2 12 10.8835 GWC-14/MW-1419.4 4.2 10.8835 GWC-5/MW-5 8 -7.2 10.8835

  • Page 2