3405_ForsythCoRJReynoldsGWMR_GWMR_DIN28664_20170327

The business of sustainability

R.J. Reynolds Tobacco Company

Groundwater and Surface Water Monitoring
Semi-Annual Summary Report – March 2017

Edwards Road Landfill - Permit # 34-05
Edwards Road
Rural Hall, Forsyth County,
North Carolina

July 2017

ERM NC, Inc.

15720 Brixham Hill Avenue
Suite 120
Charlotte, NC 28277
[phone] July 12, 2017

North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Attention: Ms. Jaclynne Drummond

Via Email

Subject: Groundwater and Surface Water Monitoring
Semi-Annual Summary Report – March 2017
Edwards Road Landfill – Permit #34-05
Edwards Road
Rural Hall, Forsyth County, North Carolina

Dear Ms. Drummond:

On behalf of R.J. Reynolds Tobacco Company, ERM NC, Inc. (ERM) is submitting the
summary report for the March 2017 groundwater and surface water monitoring event
associated with the subject property. Please contact Mr. Max Hopkins of R.J. Reynolds
Tobacco Company at 336-741-6932 or me if you have any questions or comments.

Sincerely,

Alan Martin, P.G.
Project Manager

Attachments:
Environmental Monitoring Reporting Form
Groundwater and Surface Water Monitoring Semi-Annual Summary Report

cc: Mr. Max Hopkins - R.J. Reynolds Tobacco Company
Mr. Tom Wilson - ERM

R.J. Reynolds Tobacco Company

Groundwater and Surface Water Monitoring
Semi-Annual Summary Report –
March 2017

Edwards Road Landfill - Permit # 34-05
Edwards Road
Rural Hall, Forsyth County,
North Carolina
July 11, 2017

Project No. 0389271

Alan Martin, P.G. Project Manager

Thomas M. Wilson, P.G.
Principal-in-Charge

ERM NC, Inc.
15720 Brixham Hill Avenue
Suite 120
Charlotte, North Carolina 28277
[phone]

ERM i 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
TABLE OF CONTENTS

1.0 INTRODUCTION ............................................................................................................. 1 
2.0 HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY .................... 1 
3.0 SUMMARY OF MONITORING PROGRAM ................................................................ 2 
4.0 DESCRIPTION OF WATER QUALITY CONDITIONS ............................................... 3 
4.1 SITE HYDROGEOLOGY ..................................................................................... 3
4.2 GROUNDWATER ................................................................................................ 4 
4.3 SURFACE WATER ............................................................................................... 5 
5.0 PRELIMINARY ANALYSIS ............................................................................................ 6 
6.0 REFERENCES ................................................................................................................... 8 

LIST OF FIGURES

1 Site Location Plan
2 Site Plan
3 Groundwater Flow Directions
4 Groundwater Sampling Results – March 2017
5 Surface Water Sampling Results – March 2017
6 Sulfate Isocontour Map – Groundwater
7 Hydrogeologic Conceptual Model
8 Sulfate Trends – Groundwater
9 Sulfate Trends – Surface Water

LIST OF TABLES

1 Monitor Well Construction Details
2 Groundwater Elevations
3 Groundwater and Surface Water Sampling Event Summary Data
4 Groundwater Field Parameters

LIST OF APPENDICES

A Historical Groundwater and Surface Water Quality Analytical Data
B Laboratory Data Sheets
C Groundwater Sampling Logs

ERM 1 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
1.0 INTRODUCTION
In accordance with the February 4, 2014 Corrective Action Plan (ERM NC, Inc.) and the
Industrial Solid Waste Landfill Facility Permit No. 34-05-indus-1986 as amended through
August 12, 2011, this report presents the results of the March 2017 groundwater and
surface water sampling event conducted at the closed Edwards Road Landfill
previously operated by R.J. Reynolds Tobacco Company. The closed landfill is located
northeast of the jurisdictional boundaries of Rural Hall, Forsyth County, North
Carolina and the location of the Site along with topographic map coverage of the
vicinity are shown on Figure 1.

Historical monitoring data indicate the occurrence of certain inorganic compounds in
excess of the North Carolina Groundwater Standards (15A NCAC 2L) and Surface
Water Standards (15A NCAC 2B) in portions of the landfill site. Current monitoring
data indicate that no exceedances of applicable Surface Water Standards are present.

A Corrective Action Plan (ERM) to restore groundwater quality beyond the compliance
boundary, to stop unacceptable impacts to the adjacent surface waters, and to reduce
the overall groundwater contamination at the facility was approved by the North
Carolina Department of Environmental Quality (NCDEQ, formerly known as
Department of Environment and Natural Resources) on February 19, 2014. The
selected remedy includes source area contaminant control via the previous installation
of the synthetic liner (cap) over the limits of waste plus drainage improvements
(completed in 2012) to minimize rainfall infiltration, leachate generation and discharge
of constituents to groundwater, to allow intrinsic remediation of the existing affected-
groundwater.

The March 2017 groundwater and surface water sampling event represents the ninth
semi-annual monitoring event conducted at the site since the completion of the
synthetic cap installation and the drainage improvements.

2.0 HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY
Groundwater and surface water quality monitoring has been conducted in the vicinity
of the Edwards Road Landfill since 1989 in accordance with the conditions of Permit
Number 34-05 and subsequent to the closure of the landfill, in accordance with the
approved Post Closure Monitoring Plan. An updated water quality monitoring plan
presented in the February 2014 CAP (ERM) was approved by NCDEQ on February 19,
2014 and is summarized in Section 3.0. Figure 2 depicts the locations of the
groundwater monitor wells and surface water sampling locations and Table 1 presents
a summary of available well construction details. Historical laboratory analytical
results for available groundwater and surface water samples are summarized in
Appendix A.
ERM 2 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
3.0 SUMMARY OF MONITORING PROGRAM
Routine groundwater and surface water monitoring activities were conducted on
March 27 - 29, 2017 and are summarized in the following table:
Sampling and Analyses Plan
Sample
Location I.D.
Analytical Parameters
Metals 1
(EPA 6020B/
7074)
Sulfate
(EPA 300.0 )
Total
Dissolved
Solids
(SM 2540C)
Field
Parameters 2
Groundwater:
W-1    
W-2    
W-3    
W-3B    
W-5 --------
W-6    
W-7    
W-8    
W-9    
PW-1    
PZ-1 3 3 3 3 --
PZ-2    --
PZ-3 3 3 3 3 --
PZ-4 3 3 3 3 --
PZ-5    --
Subtotal 14 14 14 9
Surface Water:
SS-01 4    
SS-02    
SS-10 --------
SS-15 --------
SS-20    
SS-25    
SS-30    
SS-40    
SS-50  ----
SS-60    
SS-70    
SS-80    
SS-90    
Subtotal 11 10 10 11
TOTAL 25 24 24 20
1 Aluminum, barium, cadmium, chromium (total), iron, lead, manganese and selenium.
2 Field parameters include temperature, pH, conductivity, turbidity, dissolved oxygen, and oxidation-reduction potential (Eh).
3 PZ-1 and PZ-4 were dry during the March 2017 sampling event and PZ-3 was destroyed between March and September 2016.
4 SS-01 was resampled in May 2017
Surface water sample location SS-01 was resampled on May 9, 2017 following review of
the March 2017 results. Depth-to-water measurements and groundwater elevations for
available monitor wells from the March 2017 sampling event are presented in Table 2.
Groundwater flow directions are presented on Figure 3. Groundwater and surface
water analytical data from the March and May 2017 sampling are presented in Table 3.
Field collection parameters are provided in Table 4. Historical analytical data for both

ERM 3 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
groundwater and surface water are presented in Appendix A. Laboratory data sheets
for the March and May 2017 sampling events are presented in Appendix B. Copies of
the sample logs are provided in Appendix C. Groundwater and surface water sample
analytical results from the March and May 2017 sampling events are presented on
Figures 4 and 5, respectively. Figure 6 depicts the isoconcentration contours of sulfates
in groundwater at the site and Figure 7 presents a hydrogeologic conceptual site model
and cross-section. Sulfate concentrations in groundwater and surface water over time
are presented graphically on Figures 8 and 9, respectively.

4.0 DESCRIPTION OF WATER QUALITY CONDITIONS
4.1 SITE HYDROGEOLOGY
The site geology consists of fractured bedrock (gneiss and schist) overlain by partially
weathered rock and a mantle of residual soils near the surface. The depth to bedrock
beneath the site generally ranges from 10 to 50 feet bgs. The first occurrence of
groundwater beneath the upper portion of the site is within the fractured bedrock. In
the lower portions of the site near the streams, groundwater is encountered within the
partially weathered rock above the top of hard bedrock (transition zone).

Shallow groundwater beneath the Site migrates either along the top of bedrock or
along the permeable zones within the shallow fractured bedrock zone and discharges
into nearby creeks, namely Leak Creek and its tributaries. The regional groundwater
flow regime within the lower portion of the deep bedrock aquifer is north-eastward
toward the nearest regional drainage feature, Town Fork Creek. The depth to
groundwater in the top-of-rock aquifer zone ranges from approximately 0 feet at the
creeks to 13 feet in shallow monitor wells. The depth to water in the bedrock aquifer
ranges from artesian conditions to approximately 110 feet below ground surface in the
measured wells.
Using March 2017 depth to water measurements, site groundwater elevations and
hydraulic gradients for the Site were calculated as summarized below.

Horizontal Hydraulic Gradient - Saprolite/PWR
Well
Designation
March 27, 2017
Reference
Elevation
Depth to
Water Head Elevation
Head
Change
Distance
Change
Hydraulic
Gradient
(ft MSL) (ft) (ft) (ft) (ft) (ft/ft)
W-1 822.68 15.50 807.18 27.18 180 0.1510
Leak Creek1 780 0.00 780.0
W-3 804.43 3.89 800.54 15.04 80 0.1880
Leak Creek1 785.5 0.00 785.5
Average Hydraulic Gradient 0.1695
1 - Leak Creek bed elevation represents groundwater discharge line

ERM 4 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
Based on the March 2017 hydraulic gradients, the groundwater flow rate (seepage
velocity) in the saprolite/PWR aquifer zone was calculated as summarized below.

Groundwater Seepage Velocity Calculation = Ki/ne
where:
K = hydraulic conductivity 0.080 ft/day (estimated)
i = horizontal hydraulic gradient 0.1695 ft/ft (measured)
ne = effective porosity 0.25 (estimated)
Groundwater Seepage Velocity (Saprolite/PWR) =
= (0.08) (0.1695) / (0.25) = 5.42E-02 ft/day
or 20 ft/year

The widely spaced locations of the bedrock monitor wells at the Site does not allow for
calculation of the hydraulic gradient and groundwater flow rate of the bedrock aquifer.
4.2 GROUNDWATER
During the March 2017 groundwater sampling event, nine monitor wells were sampled
utilizing a low flow, low volume sample collection technique. During the event, two
piezometers were sampled using a bailer due to insufficient volume for low flow
sampling procedures. Piezometers PZ-1 and PZ-4 were dry during the sampling event.
Piezometer PZ-3 was destroyed between the March and September 2016 sampling
event.

Presently, groundwater within the Site contains concentrations of sulfates, total
dissolved solids, and four metals above the applicable North Carolina groundwater
standards (NC 2L standard). Sulfate, the primary constituent related to the landfill,
was detected in three groundwater samples in excess of the NC 2L standard. Iron was
detected in nine of the 12 groundwater samples in excess of the NC 2L standard.
Manganese was detected in 10 of the 12 groundwater samples in excess of the NC 2L
standard. Chromium (total) was detected in seven of the 12 groundwater samples in
excess of the NC 2L standard. Cadmium was detected in two of the 12 groundwater
samples in excess of the NC 2L standard. None of the other metals (barium, lead and
selenium) were detected in any of the groundwater samples in excess of their
respective NC 2L standard. Dissolved solids were detected in three of the 12
groundwater samples in excess of the NC 2L standard. The elevated concentrations of
iron and manganese in samples from the Site monitor wells appear to be attributable to
their natural occurrence in groundwater as indicated by historical sample results from
onsite background monitor wells (W-6 and former W-4). The elevated concentrations
of iron and manganese in the piezometer samples are attributed to very high observed
turbidity and the inability to sample utilizing low flow procedures, due to insufficient
volume.

As noted in Section 1.0, installation of the synthetic cap and construction of drainage
improvements over the limits of waste were completed in September 2012. The March
2017 samples were collected approximately 4.5 years after the cap installation. Sulfate
concentrations from the March 2017 samples from the shallow monitor wells W-1 and

ERM 5 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
W-2, located near the limits of waste, indicate a continuing overall trend of stable or
decreasing sulfate levels since the installation of the synthetic landfill cap in 2012. The
March 2017 sulfate concentrations from shallow monitor well W-3, also near the limits
of waste, indicate a fluctuating but overall stable trend of sulfate levels since
completion of the landfill cap installation in September 2012. During the same period,
sulfate concentrations at bedrock monitor well W-3B, located adjacent to W-3, continue
to show an overall decrease. Iron, manganese and total dissolved solids concentrations
in W-1, W-2, and W-3 remained stable or decreased compared to historical sample
results prior to installation of the synthetic cap.

Overall, the March 2017 groundwater quality results and the historical concentration
trends indicate that groundwater quality improvements are evident in most monitor
wells located at the perimeter of the landfill.
4.3 SURFACE WATER
During the March 2017 sampling event, 11 surface water samples were collected. The
March 2017 surface water monitoring results indicate that there are no surface water
quality impacts attributable to the landfill with the exception of sulfates and total
dissolved solids in the SS-01 sample. Concentrations of sulfates and total dissolved
solids in 10 out of 11 samples collected in March were below the applicable North
Carolina surface water standards (NC 2B standards). Manganese was below the
applicable North Carolina surface water standards (NC 2B standards) in nine of the 11
samples. Iron was below the applicable North Carolina surface water standards (NC
2B standards) in eight of the 11 samples. Sulfate concentrations from the surface water
samples with historical results display a generally declining to stable trend when
compared to the September 2012 surface water sample results. Laboratory results from
the surface water samples collected indicate concentrations of aluminum in exceedance
of the applicable North Carolina surface water standard (NC 2B standard) at 10 of the
11 sample points, including the upstream (background) samples at points SS-20 and
SS-50.

Sulfate and total dissolved solids concentrations in the SS-01 sample from March 2017
were significantly higher than historical results at this location. Iron and manganese
results were elevated compared to previous results also. The SS-01 location was
resampled in May 2017 to confirm the March 2017 results. Concentrations of sulfates,
total dissolved solids, iron and manganese in the May 2017 sample from SS-01 were all
below the applicable North Carolina surface water standards and comparable to
historical analytical results. No basis for the anomalous concentrations in the March
2017 sample has been identified.

Overall, March and May 2017 surface water quality results confirm that the corrective
actions at the site have been effective for the remediation of the surface water quality at
the site. Compared to upstream surface water quality, there have been no confirmed
exceedances of surface water quality standards in the streams since 2014.

ERM 6 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
5.0 PRELIMINARY ANALYSIS
The March and May 2017 monitoring results demonstrate:

 Sulfate, total dissolved solids and four metals in groundwater samples exceed the
NC 2L standards. Concentrations of all detected analytes in groundwater were
within the normal range of historical fluctuations, with the exception of iron and
manganese values detected in the two piezometers. The elevated concentrations of
iron, manganese, barium, and cadmium in the piezometers are not considered
representative because the levels are attributed to very high observed turbidity and
the inability to sample utilizing low flow procedures, due to insufficient volume.
 Sulfate, manganese, iron, and total dissolved solids concentrations in groundwater
samples from the Site have generally remained stable or have trended downward
compared to results since completion of the landfill cap installation in September
2012.
 No elevated concentrations of sulfates, metals or total dissolved solids have been
detected in the off-site groundwater sample. Sulfate levels observed in the off-site
monitoring well W-9 to the southeast and sidegradient of the landfill are comparable
to background levels observed in the upgradient monitoring well W-6.

 Concentrations of sulfates and total dissolved solids in 10 of the 11 surface water
samples did not exceed the applicable NC 2B standards. Based on the historical
results and the May 2017 resample results for SS-01, the elevated concentrations of
sulfates and total dissolved solids in the March 2017 surface water sample appear to
be an anomaly. Concentrations of iron detected in surface water samples exceeded
the NC 2B standards at 3 of the 11 locations, including the upstream, background
location SS-20. Concentrations of aluminum detected in surface water samples
exceeded the NC 2B standards at 10 of the 11 locations, including the two upstream,
background locations. The presence of aluminum in the surface water samples is
attributed to its natural occurrence in Piedmont soils and groundwater and is not
related to the landfill. Concentrations of other detected analytes in surface water were
within the normal range of historical fluctuations.

 Sulfate, manganese, iron, and total dissolved solids concentrations in surface water
samples from the Site have generally trended downward or remained stable
compared to historical results.

 Installation of the synthetic cap and construction of drainage improvements over the
limits of waste were completed in September 2012. The March 2017 samples were
collected approximately 4.5 years after the cap installation and indicate that
groundwater quality improvements are evident in most of the monitoring wells
located at the landfill perimeter. The March and May 2017 surface water quality
results indicate that there are no surface water quality impacts attributable to the
landfill. The water quality improvements at the site indicate that the cap installation
and the drainage improvements at the landfill are effective remedial measures.

ERM 7 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
The schedule for routine monitoring activities is summarized below.

Activity
Target
Completion Date

Conduct Semi-Annual Water Quality Monitoring Event September 2017
Submit Water Quality Monitoring Summary Report to NCDEQ December 2017
Conduct Semi-Annual Water Quality Monitoring Event March 2018
Submit Water Quality Monitoring Summary Report to NCDEQ June 2018
Conduct Semi-Annual Water Quality Monitoring Event September 2018
Submit Water Quality Monitoring Summary Report to NCDEQ December 2018
Submit Corrective Action Effectiveness Report five years following CAP approval February 2019
Conduct Semi-Annual Water Quality Monitoring Event March 2019
Submit Water Quality Monitoring Summary Report to NCDEQ June 2019

ERM 8 2017-03 EDWARDS RD LF RURAL HALL GW REPORT.DOCX
6.0 REFERENCES
Date Title Source
1986-05-29 Solid Waste Permit No. 34-05 issued to R.J. Reynolds Tobacco Company NCDENR
1999-10-19 R. J. Reynolds Tobacco Company Ash Landfill Transition Plan Geo-Environmental
Consultants, Inc.
2000-01-25

Work Plan for Upgrading Groundwater Monitoring, Phase II Ash Fill Area Geo-Environmental
Consultants, Inc.
2000-03-13 Upgrade of Groundwater Monitoring Program, Phase II Ash Fill Area Shield Environmental
Associates, Inc.
2001-01-02 Modifications to Transition Plan, Permit #34-05 Shield Environmental
Associates, Inc.
2003-12-23 Post Closure Cover Maintenance Plan, Permit #34-05 Shield Environmental
Associates, Inc.
2009-04-17 Compliance Order with Administrative Penalty, Facility #34-05 NCDENR
2009-07-17 Preliminary Site Assessment Work Plan, Facility #34-05 ERM
2009-10-29 Summary Report – Preliminary Site Assessment, Facility #34-05 ERM
2010-11-15 Letter correspondence to NCDENR DWM regarding Off-Site Well
Locations, Facility #34-05
ERM
2011-03-10 Summary Report – Phase II Site Assessment ERM
2011-06-14 Proposed Closure Modification - Edwards Road Landfill, Permit No. 34-05 ERM
2011-08-12 Regulatory approval Letter Of Closure Modification, Permit No. 34-05 NCDENR
2012-04-30 Summary Report – Ground Water Modelling for Site Assessment ERM
2012-09-21 Construction Quality Assurance for Closure Modification, Permit No. 34-05 ERM
2012-10-09 Letter correspondence to NCDENR regarding Groundwater Modelling &
Water Quality Monitoring, Facility #34-05
ERM
2012-11-07 Groundwater Corrective Action Permit Modification Application ERM
2013-10-01 Groundwater Corrective Action Application and Revised Groundwater
Modelling Scenarios
ERM
2013-10-10 Regulatory approval of Groundwater Corrective Action Application NCDENR
2013-10-11 Regulatory approval of Construction Quality Assurance for Closure
Modification, Permit No. 34-05
NCDENR
2014-02-04 Corrective Action Plan, Permit No. 34-05 ERM
2014-02-19 Regulatory approval of Corrective Action Plan NCDENR
Various Groundwater and Surface Water Monitoring Summary Reports – 2010-present ERM
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820840
860
780 760
830 820790880870840830820810
830
860880850
800820
870860850
860
850
840
890
890
910 900880870850
830
850870890
900920
910
890
870
860
880
890
890880 870
880 870
860
850
840900890
880
870
850
910910940
920 910
890
880
900940
940
950
930
850
860
870
880 890900
910
920
930
920
920910900
890
880
900
900910
900
880860
840
820
840
860
870
890900
810
830
850
870
880
890
890
880870860850
840890890880860840820
870 860
840820890880
870880
880880
870
860880
870850840820 900
890
870850
870
860850
840
830820810800
800
820840860880
870850830810790790810830850
830
810800
800820
770
790 810
830 850
770
790810820
840830820850
870
780
760
750760780800
820830
810790770860 840820800810800
790780810
790820830820810830
840
850860 860860
850840
820800870880
880
870
850840
820 800880830820
810
800820840860870830810
790
780
770
770790800
810
780
730
740
740760780
800
810820
830
840
790 780770
760
750 740740750
860
850
850
840830
810 820
840
850
850
840830
840 850
790800820850860
860
870
850840
EDWARDS ROAD
TATEFORSTO
PVT
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
920910
900
880860840830850
870890 980960940 920900880
860
890
930950
900
920
940
930
910
900
970
950
930900
880
950
940920900930 910
890
860
870 890
910
930920
900
880
860
990
ROADFAR
MPAR COURTFORSTOROAD
PVT
FORSTO
COOK
ACR
E
S
920900
880
860 840820
900
880
860
840820 900
910
890870
850
830880860850870890900890870
850 890 870 850
920
900880850
830840830820
800
800830860 910
820
840
860870
850
860850830
810
790
820
810
790770
750870
880
890
900
880
860840810
830820
780
780
800
810
720 740
760
790 800
720
790
770750740760780800
820
840 850830880900890860 870850
880
870
850
830
810
790
770
860840820810790
860840
820
800780810790770
750
730
730750
770
790810
830
850
860
730
750
770
790810830850820810
800
780
760
740
730
730
750750 770800
870850
830 810790770750850830810
790770780
800
820840
850
840850850
840
840
830820810
800
760
780790
770750
730
770790
790
770
750730710
710
700
700700710 740760 770790
810
820840
850710730
750
770790
720740
760
780800820
840860870
830 810
790
770 750
790
770750
730
730710
750730
710
700700720740760780800820810
800790
770
750730710700
710720 740750
690690690690690700
720
740760770
750
740
720
700
710750730
720730EDWARDS RD- GERMANTONRAILROAD R.O.W.RAILROAD R.O.W.OVERHEAD POWER LINEHUMMINGBIRDHOLLOWLIMITS OFPERMITTEDAREA920
930
920
920
930920
NOTES:1.TOPOGRAPHIC INFORMATION SHOWN IS ACOMPILATION OF NC FLOODPLAIN MAPPINGPROGRAM 2008 AND FORSYTH COUNTYINFORMATION 2005.2.CONTOUR INTERVAL IS 10-FT.3.LIMITS OF LANDFILL ARE APPROXIMATE BASEDON AVAILABLE HISTORIC DATA.4.PARCEL BOUNDARY INFORMATION TAKEN FROMFORSYTH COUNTY GIS SYSTEM.FIGURE1ERMERM NC, INC.
CRESTBROOKW.E. 872.7W.E. 889.9W.E. 8
73
.4
DRIVECORDELL
ROADROADHA
L
L
-
G
E
R
M
A
N
T
O
NHALLRU
R
A
L RURAL656510009909809609509409609809901020 9609809901000 940960980920920930 930950970980900900920940930910930920910940930920920930940950960970980940950960970940950960900910920930890
910920930920920910900890
880
870890910
930920910900880860
900 880930
93
0
930 W.E. 887.9W.E. 951CEMETERYNORFOLK SOUTHERNRAILWAYROADHALL-GERMANTONRURAL ROAD ROADEDWARDS960980960970980990100099010009909709601000990990970960950101010009909809709409609709809901000950970990100010009809601000990980960950 940960 9709809901000101010209901010101010009809609509709409601000990970 940840 850 860870880890900 9109209009109309409509609809909701000 10101000 990980960940920860880900 920 930940 950 960 940930 910890890 9109301000980960 9409209001010990960940840860880900910920860880900930950 91090089088092090088086084083091089087085099098098010001000990980970960950940930960970980970950930910890900920940960101010109809609409209109209409509709809909709509309108908701000990980960940920930950970990890910930940960980970960950930910890880860950930910900880880900910930950980970960950940930920940950960970100099098098097097096095090091092093094095096097096095091093095097091093094097095093094092091088090092093094093
0920900880
920
910
890
870
840
840 870890
910
910890870850830
810
830850870
890920
900 880860860930920 900890870850
830
810790
810830
830
830
820840870
880
900
860
840
820
790 900880860840820880860840800820840860870880860
840
820
800
790
810 830800
830850
880W.E. 866.9W.E. 879.8ROADHALL-GERMANTONRURAL65860870880890900910920
870
890
910
930900880 920940950940910
920
950
930
940
930
93092091
0910
900900
900890890880
870910920930940950960
900910920940950930900
910880 W.E
. 852
.2PPPVTROAD
FA
RM
WAL
LHALL-GERMANTONRURALROADRURAL ROAD
CRESTBROOK
6565900880860870890910930940
950960970
940
920890 880900920930960950940920850870890910930
940790810
840
860
880900
880
860
880900
920
820
800
780
780
810
830
850810800820840860930 790810830
850
870
850830
820
800
78
0
870
850
830
810790770760
760
78
0
800820
760740740
760
780
800820
750
770790
810830770
790
810
830
850870880 860
840
820
800
870850830810790870850880
860830810780870850830820880860840870860
850840820840860780 760
830 820790880870840830820810830
860880850800820870860
85086085
0
840 890890
910 900880870850 830850870890900920
910
890
870
860
880
890890880870880870
86085084
0
900
890
880
870
850
910910940920910890880
900940
940
950
930850
860870880 890900
910
920
930
920
920910900
890
880
900900910
900
880860
870 870850800860880EDWARDS870890910930950970990980960990970950930 910 890990980960940930950 970980990970950 930910900890880870890910930950930910920910980970960950940970860880900920
920910
900880860840830850870890930910890860920900
880
860 840820
900
880
86
0
840820800830860850
830
810
790
770 840810790820
780750
830850860
730
750
770
790810830850820810
800780
760
740730
73
0
750750 770800870790FREEDOM BAPTISTEDWARDS RD- GERMANTONCHURCHRAILROAD R.O.W.RAILROAD R.O.W.OVERHEAD POWER LINEJohnstonJohnstonPayneGuthrieFreemanGuthrieSprinklePhippsPhippsStewartStewartStewartStewartStewartStewartHawksBoydDonDonMozelleDaveKenKenR.J. ReynoldsR.J. ReynoldsBeckR.J. ReynoldsBeckPayneWagnerKleitchensFriersonWatkins 1,500-FT RADIUS FROMLIMITS OF PERMIT #34-05HUMMINGBIRDHOLLOWPZ-3PZ-1SS-40SS-80SS-70SS-20SS-25SS-30SS-15SS-10SS-01SS-02SS-90SS-50LIMITS OFPERMITTEDAREAPZ-5SS-60PZ-2W-2W-6W-7W-9W-1W-3W-8W-5PW-1920
930
920
920
930
920
PZ-4NOTES:1.TOPOGRAPHIC INFORMATION SHOWN IS ACOMPILATION OF NC FLOODPLAIN MAPPINGPROGRAM 2008 AND FORSYTH COUNTYINFORMATION 2005.2.CONTOUR INTERVAL IS 10-FT.3.LIMITS OF LANDFILL ARE APPROXIMATEBASED ON AVAILABLE HISTORIC DATA.4.PARCEL BOUNDARY INFORMATION TAKENFROM FORSYTH COUNTY GIS SYSTEM.FIGURE2ERMERM NC, INC.MONITORING WELLSURFACE WATERMONITORING LOCATIONEXISTING CONTOUR 10-FT INTERVALABANDONED MONITORING WELLPIEZOMETER LOCATIONSOIL TEST BORING LOCATION SOIL TEST BORING LOCATIONWITH EXISTING PIEZOMETER
CRESTBROOKW.E. 872.7W.E. 889.9W.E. 8
73
.4
DRIVECORDELL
ROADROADHA
L
L
-
G
E
R
M
A
N
T
O
NHALLRU
R
A
L RURAL656510009909809609509409609809901020 9609809901000 940960980920920930 930950970980900900920940930910930920910940930920920930940950960970980940950960970940950960900910920930890
910920930920920910900890
880
870890910
930920910900880860
900 880930
93
0
930 W.E. 887.9W.E. 951CEMETERYNORFOLK SOUTHERNRAILWAYROADHALL-GERMANTONRURAL ROAD ROADEDWARDS960980960970980990100099010009909709601000990990970960950101010009909809709409609709809901000950970990100010009809601000990980960950 940960 9709809901000101010209901010101010009809609509709409601000990970 940840 850 860870880890900 9109209009109309409509609809909701000 10101000 990980960940920860880900 920 930940 950 960 940930 910890890 9109301000980960 9409209001010990960940840860880900910920860880900930950 91090089088092090088086084083091089087085099098098010001000990980970960950940930960970980970950930910890900920940960101010109809609409209109209409509709809909709509309108908701000990980960940920930950970990890910930940960980970960950930910890880860950930910900880880900910930950980970960950940930920940950960970100099098098097097096095090091092093094095096097096095091093095097091093094097095093094092091088090092093094093
0920900880
920
910
890
870
840
840 870890
910
910890870850830
810
830850870
890920
900 880860860930920 900890870850
830
810790
810830
830
830
820840870
880
900
860
840
820
790 900880860840820880860840800820840860870880860
840
820
800
790
810 830800
830850
880W.E. 866.9W.E. 879.8ROADHALL-GERMANTONRURAL65860870880890900910920
870
890
910
930900880 920940950940910
920
950
930
940
930
93092091
0910
900900
900890890880
870910920930940950960
900910920940950930900
910880 W.E
. 852
.2PPPVTROAD
FA
RM
WAL
LHALL-GERMANTONRURALROADRURAL ROAD
CRESTBROOK
6565900880860870890910930940
950960970
940
920890 880900920930960950940920850870890910930
940790810
840
860
880900
880
860
880900
920
820
800
780
780
810
830
850810800820840860930 790810830
850
870
850830
820
800
78
0
870
850
830
810790770760
760
78
0
800820
760740740
760
780
800820
750
770790
810830770
790
810
830
850870880 860
840
820
800
870850830810790870850880
860830810780870850830820880860840870860
850840820840860780 760
830 820790880870840830820810830
860880850800820870860
85086085
0
840 890890
910 900880870850 830850870890900920
910
890
870
860
880
890890880870880870
86085084
0
900
890
880
870
850
910910940920910890880
900940
940
950
930850
860870880 890900
910
920
930
920
920910900
890
880
900900910
900
880860
870 870850800860880EDWARDS870890910930950970990980960990970950930 910 890990980960940930950 970980990970950 930910900890880870890910930950930910920910980970960950940970860880900920
920910
900880860840830850870890930910890860920900
880
860 840820
900
880
86
0
840820800830860850
830
810
790
770 840810790820
780750
830850860
730
750
770
790810830850820810
800780
760
740730
73
0
750750 770800870790FREEDOM BAPTISTEDWARDS RD- GERMANTONCHURCHRAILROAD R.O.W.RAILROAD R.O.W.OVERHEAD POWER LINEJohnstonJohnstonPayneGuthrieFreemanGuthrieSprinklePhippsPhippsStewartStewartStewartStewartStewartStewartHawksBoydDonDonMozelleDaveKenKenR.J. ReynoldsR.J. ReynoldsBeckR.J. ReynoldsBeckPayneWagnerKleitchensFriersonWatkins 1,500-FT RADIUS FROMLIMITS OF PERMIT #34-05HUMMINGBIRDHOLLOWPZ-3PZ-1LIMITS OFPERMITTEDAREAPZ-5(811.97)(807.18)(855.32)(881.61)(Artesian,>804.53)(800.54)(837.17)(805.67)(801.48)PZ-2W-2W-6W-7W-9W-1W-3W-8W-5PW-1920
930
920
920
930
920
PZ-4NOTES:1.TOPOGRAPHIC INFORMATION SHOWN IS ACOMPILATION OF NC FLOODPLAINMAPPING PROGRAM 2008 AND FORSYTHCOUNTY INFORMATION 2005.2.CONTOUR INTERVAL IS 10-FT.3.LIMITS OF LANDFILL ARE APPROXIMATEBASED ON AVAILABLE HISTORIC DATA.4.PARCEL BOUNDARY INFORMATION TAKENFROM FORSYTH COUNTY GIS SYSTEM.FIGURE3ERMERM NC, INC.MONITORING WELLEXISTING CONTOUR 10-FT INTERVALABANDONED MONITORING WELLPIEZOMETER LOCATIONSOIL TEST BORING LOCATION SOIL TEST BORING LOCATIONWITH EXISTING PIEZOMETERREGIONAL GROUNDWATERFLOW DIRECTION BASED ONGROUNDWATER MODELING(ERM, APRIL 2012)LOCAL/SHALLOW GROUNDWATERFLOW DIRECTION BASED ONGROUNDWATER MODELING (ERM,APRIL 2012)(809.65)GROUNDWATER ELEVATIONSEPTEMBER 6, 2016
CREST
B
R
O
O
K
W.E. 872.7
W.E. 889.9
W.E. 873.4
DRIVECORDELLROAD
ROAD HALL-G
E
R
M
A
N
T
O
N
HAL
L
RURAL
RUR
A
L
65 65
1000
990
980
960 950
940
960
980
9901020960
980
990000
940
960
980
920
920
930
930
950
970
980
900
900
920
940
930
910
930920
910
940
930
920
920930940950
960
970
980 940950
60094
0
950
960
900
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920
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920
93
0
920
920
910
900
890
880
870
890
910
930
920
910
900
880
860900880930930
930
W.E. 887.9
W.E. 951
CEMETERY
NORFOL
K
SOUTHERN
RAIL
W
A
Y
ROAD
HALL-GERMANTON
RURAL
ROAD
ROAD
EDWARDS960980
960
97
0 980 9901000
990
1000990
970
9601000
990
990970960
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1010
100
0
990980
970
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0
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0 840860
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98
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0
970970
960950
900
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960 970 960
95
0
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970
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940970950930
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840
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87
0 850830810 790 810830830830820
840
870 880 900860840820790900
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820880
86
0 840800
820
840
86
0870
880
860
840
820800790810830
800
830
850
880
W.E. 866.9
W.E. 879.8
ROAD
HALL-GERMANTONRURAL
65
860
870
880
890
900
910 920870
890
910
930
90
0
880920
940
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910920950930940
930
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910
910900
900
900
890
890
880
870
910
920
930
940
950
960
900
910
920940
95
0
930
900910 880W.E. 852.2
P
P PVT
ROAD
FARM
WALL
HALL-GER
M
A
N
T
O
N
ROAD
RURAL
ROAD
CRESTBROOK65
65
900
880
860
87
0
890
910 930
940950
960
970940920
890
880
900 920
930
960
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850
870 890 910
930940790810840860880900880860880
900
920820800780
780
810 830
85
0
810
800 820
840
86
0
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790
810
830850 870850
830 820
800
780
870850830810790
77
0
760760
780 800
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760
740
740
760
780800
820750 770
790
810
830770 790
810
830 850
870
880
860840820800 870
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830810
790
870
850
880
86
0 830810
780
87
0
850830
820
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860
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870860 850
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84
0
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0
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830
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870850830 85
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870 860880890
890
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87
0
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880870 850
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890900910920
930 920920
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900
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900
900
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86087
870
850
8
860
880EDWARDS0890910
930
950
970
99
0
980960
990970950930910890 0980960
940930 950
970
980
990
970
950930
910
900 890
880
870
890
910
930
950930
910920 910
980970
960
950
940
970
860
880
900
920
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900
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860840 83085
0
87
0 890930
910 890 860
920900880860840820900880860
84
0
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830860 850
830
810
79077040810
79
0 820780750830
850
860730
750 770
79
0
810 830
850820
810 800
780 760 740
730
730
750750
770
800
870
790
EDWARDS RD
-

G
E
R
M
A
N
T
O
N
RAILROAD R.O.W.
RA
I
L
R
O
A
D

R
.
O
.
W
.
O
V
E
R
H
E
A
D

P
O
W
E
R

L
I
N
E
H
U
M
M
I
N
G
B
I
R
D
H
O
L
L
O
W
PZ-3
PZ-1
SS-40
SS-80
SS-70
SS-20 SS-25 SS-30
SS-15
SS-10
SS-01
SS-02
SS-90
SS-50
LIMITS OF
PERMITTED
AREA
PZ-5
SS-60
PZ-2
W-2
W-6
W-7
W-9
W-1
W-3
W-8
W-5
PW-1920930 920920930920
PZ-4
NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN IS A
COMPILATION OF NC FLOODPLAIN MAPPING
PROGRAM 2008 AND FORSYTH COUNTYINFORMATION 2005.2. CONTOUR INTERVAL IS 10-FT.
3. LIMITS OF LANDFILL ARE APPROXIMATE BASED
ON AVAILABLE HISTORIC DATA.
4. PARCEL BOUNDARY INFORMATION TAKEN
FROM FORSYTH COUNTY GIS SYSTEM.5. MONITOR WELLS SAMPLES IN MARCH 2017UNLESS OTHERWISE INDICATED.
FIGURE
4
ERM
ERM NC, INC.
MONITORING WELL
SURFACE WATER
MONITORING LOCATION
EXISTING CONTOUR 10-FT INTERVAL
ABANDONED MONITORING WELL
PIEZOMETER LOCATION
NC 2L GROUNDWATER STANDARDS
ARSENIC 10BARIUM 700
CADMIUM 2
CHROMIUM (TOTAL) 10
IRON 300LEAD 15
MANGANESE 50
SELENIUM 20SULFATE 250,000
DISSOLVED SOLIDS 500,000pH 6.5-8.5
NOTE: CONCENTRATIONS ARE IN MICROGRAMS
PER LITER (ug/L) UNLESS OTHERWISEINDICATED.
MARCH 2017
CREST
B
R
O
O
K
W.E. 872.7
W.E. 889.9
W.E. 873.4
DRIVECORDELLROAD
ROAD HALL-G
E
R
M
A
N
T
O
N
HAL
L
RURAL
RUR
A
L
65 65
1000
990
980
960 950
940
960
980
9901020960
980
990000
940
960
980
920
920
930
930
950
970
980
900
900
920
940
930
910
930920
910
940
930
920
920930940950
960
970
980 940950
60094
0
950
960
900
910
920
890
910
920
93
0
920
920
910
900
890
880
870
890
910
930
920
910
900
880
860900880930930
930
W.E. 887.9
W.E. 951
CEMETERY
NORFOL
K
SOUTHERN
RAIL
W
A
Y
ROAD
HALL-GERMANTON
RURAL
ROAD
ROAD
EDWARDS960980
960
97
0 980 9901000
990
1000990
970
9601000
990
990970960
950
1010
100
0
990980
970
940
0
970
980
990
1000
950
970
990
1000
100
0
98
0
960
1000990980 960950
940
960970 980990 100
0 1010102099
0
101010101000980960950
970
40
960
1000 990
970
940
840
850
860
870
880
890
900
910
920
900
910
930
940
950
960
980
990
970100
0
10
1
0
1000990
980 960
940
920
860880900
920
930 940950960940 930
910
890
890
910
930
1000
980 960940
9209001010
990
960
94
0 840860
880
900
910
920
860
880900
930
950
910
900
890
880
920
900
880
860840
830
910
890 870850
990 980
980
1000
1000
990
980
970
960
950 940
930
960970 980970950930
910
890
900920940
960
10101010
980
960
940
920
910
920
940
950970 980
990970950
930
910890
870
1000
990
980960
940920
930
950
970990
890
910 930940960980
970
960950 930 910
890 880
860
950930910 900
880
880
900
910
930
950
98
0
970
960
950
940930
920
9409509609701000990
980
98
0
970970
960950
900
910
920
930
940
950
960 970 960
95
0
910
930
950
970
910
930
940970950930
940
920 910
880
900
920
930940 930
920
900
880
920910890870
840
840870890910910
890 870850830 810830
850 870890
92090088086
0
860
930
920900890
87
0 850830810 790 810830830830820
840
870 880 900860840820790900
880
860
840
820880
86
0 840800
820
840
86
0870
880
860
840
820800790810830
800
830
850
880
W.E. 866.9
W.E. 879.8
ROAD
HALL-GERMANTONRURAL
65
860
870
880
890
900
910 920870
890
910
930
90
0
880920
940
950
940
910920950930940
930
930 920
910
910900
900
900
890
890
880
870
910
920
930
940
950
960
900
910
920940
95
0
930
900910 880W.E. 852.2
P
P PVT
ROAD
FARM
WALL
HALL-GER
M
A
N
T
O
N
ROAD
RURAL
ROAD
CRESTBROOK65
65
900
880
860
87
0
890
910 930
940950
960
970940920
890
880
900 920
930
960
950940920
850
870 890 910
930940790810840860880900880860880
900
920820800780
780
810 830
85
0
810
800 820
840
86
0
930
790
810
830850 870850
830 820
800
780
870850830810790
77
0
760760
780 800
820
760
740
740
760
780800
820750 770
790
810
830770 790
810
830 850
870
880
860840820800 870
850
830810
790
870
850
880
86
0 830810
780
87
0
850830
820
880
860
840
870860 850
840 820
84
0
86
0780760 83082
0
790
880870840
830
820
810 830860
880
850
800
820
870
860850
860 850
840
890890
910900
880
870850830 85
0870
890 900
920
910890
870 860880890
890
880
87
0
880
870
860
850
840
900
890
880870 850
910
910
940
920
910
890
880
900
940940950930
850
860870
880
890900910920
930 920920
910
900
890
880
900
900
910 900880
86087
870
850
8
860
880EDWARDS0890910
930
950
970
99
0
980960
990970950930910890 0980960
940930 950
970
980
990
970
950930
910
900 890
880
870
890
910
930
950930
910920 910
980970
960
950
940
970
860
880
900
920
920
910
900
880
860840 83085
0
87
0 890930
910 890 860
920900880860840820900880860
84
0
820
800
830860 850
830
810
79077040810
79
0 820780750830
850
860730
750 770
79
0
810 830
850820
810 800
780 760 740
730
730
750750
770
800
870
790
EDWARDS RD
-

G
E
R
M
A
N
T
O
N
RAILROAD R.O.W.
RA
I
L
R
O
A
D

R
.
O
.
W
.
O
V
E
R
H
E
A
D

P
O
W
E
R

L
I
N
E
H
U
M
M
I
N
G
B
I
R
D
H
O
L
L
O
W
PZ-3
PZ-1
SS-40
SS-80
SS-70
SS-20 SS-25 SS-30
SS-15
SS-10
SS-01
SS-02
SS-90
SS-50
LIMITS OF
PERMITTED
AREA
PZ-5
SS-60
PZ-2
W-2
W-6
W-7
W-9
W-1
W-3
W-8
W-5
PW-1920930 920920930920
PZ-4
NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN IS ACOMPILATION OF NC FLOODPLAIN MAPPING
PROGRAM 2008 AND FORSYTH COUNTYINFORMATION 2005.
2. CONTOUR INTERVAL IS 10-FT.
3. LIMITS OF LANDFILL ARE APPROXIMATE
BASED ON AVAILABLE HISTORIC DATA.
4. PARCEL BOUNDARY INFORMATION TAKENFROM FORSYTH COUNTY GIS SYSTEM.
5. SURFACE WATER SAMPLES FROM MARCH2017, UNLESS OTHERWISE NOTED.
FIGURE
5
ERM
ERM NC, INC.
MONITORING WELL
SURFACE WATER
MONITORING LOCATION
EXISTING CONTOUR 10-FT INTERVAL
ABANDONED MONITORING WELL
PIEZOMETER LOCATION
NC 2B SURFACE WATER STANDARDS
ALUMINUM 87BARIUM 1,000
CADMIUM 2
CHROMIUM (TOTAL) 50
IRON 1,000LEAD 25
MANGANESE 200MERCURY 0.012
SELENIUM 5
SULFATE 250,000
pH 6.0-9.0
DISSOLVED SOLIDS 500,000TEMPERATURE NE
CONDUCTIVITY NETURBIDITY NE
ORP NE
DISSOLVED OXYGEN NE
NOTE: CONCENTRATIONS ARE IN MICROGRAMS
PER LITER (ug/L) UNLESS OTHERWISEINDICATED.
MARCH 2017
SS-01 (MAY 2017)
SULFATE - 23,000 ug/L
IRON - 660 ug/L
MANGANESE - 6.8 ug/L
DISSOLVED SOLIDS - 150,000 ug/L ALUMINUM - 590 ug/L
BARIUM - 57 ug/L
CREST
B
R
O
O
K
W.E. 872.7
W.E. 889.9
W.E. 873.4
DRIVECORDELLROAD
ROAD HALL-G
E
R
M
A
N
T
O
N
HAL
L
RURAL
RUR
A
L
65 65
1000
990
980
960 950
940
960
980
9901020960
980
990000
940
960
980
920
920
93
0
930
950
970
980
900
900
920
940
930
910
930920
910
940
930
920
920930940950
960
970
980 940950
60094
0
950
960
900
910
920
890
910
920
93
0
920
920
910
900
890
880
870
890
910 930
920
910
900
880
860900880930930
930
W.E. 887.9
W.E. 951
CEMETERY
NORFOL
K
SOUTHERN
RAIL
W
A
Y
ROAD
HALL-GERMANTON
RURAL
ROAD
ROAD
EDWARDS960980
960
97
0 980 9901000
990
1000990
970
9601000
990
990970960
950
1010
100
0
990980
970
940
60
970
980
990
1000
950
970
990
1000
100
0
98
0
960
1000990980 960950
940
960970 980990 100
0 1010102099
0
101010101000980960950
970
94
0
960
1000 990
970
940
840
850
860
870
880
890
900
910
920
900 910
930
940950
960
980
990
9701000
10
1
0
1000990
980 960
940
920
860880900
920
930 940950960940 930
910
890
890
910
930
1000
980 960940
9209001010
990
960
94
0 840
860
880
900
910
920
860
880
900
930
950 910900
890
880
920
900
880
860840
830
910
890 870850
990 980
980
1000 1000990
980
970
960
950 940
930
960970
980970950930
910
890
900920940
960
10101010
980
960
940
920
910
920
940
950970 980
990970950
930
910890
870
1000
990
980
960
940920
930
950
970990
890
910 930940960
980
970
960950 930 910
890 880
860
950930910
900
880
880900910
930
950
98
0
970
960
950
940930
920
9409509609701000990980
98
0
970970
960950
900
910
920
930
940
950
960 970 960 950
910
930
950
970
910
930
940970950930
940
920 910
880
900
920
930940 930
920
900
880
920910890870840
840870890910910
890 870850830 810 830
850 870890
92090088086
0
860
930
920900890
87
0 850830810 790 810830830830820
840
870 880 900860840820790900
880
860
840
820880
86
0 840800
820
840
86
0
87
0
880
860
840
820800790810830
800
830
850
880
W.E. 866.9
W.E. 879.8
ROAD
HALL-GERMANTONRURAL
65
860
870
880
890
900
910 920870
890
910
930
90
0
880920
940
950
940
910920950930940930
930 920
910
910900
900
900
890
890
880
870
910
920
930
940950 960
900
910
920940
95
0
930
900910 880W.E. 852.2
P
P PVT
ROAD
FARM
WALL
HALL-GER
M
A
N
T
O
N
ROAD
RURAL
ROAD
CRESTBROOK65
65
900
880
860
87
0
890
910 930
940950
960
970940920
890
880
900 920
930
960
950940920
850
870 890 910
930940790810840860880900880860880
900
920820800780780
810 83085
0
810
800 820
840
86
0
930
790
810
830850 870850
830 820
800
780
870850830810790
77
0
760760
780 800
820
760
740
740
760
780
800
820750 770
790
810
830770 790
810
830 850
870
880
860840820800 870
850
830810
790
870
850
880
86
0 830810
780
87
0
850830
820
880
860
840
870860
850
840 820
84
0
86
0780760 83082
0
790
880870840
830
820
810 830
860
880
850
800
820
870
860850
860 850
840
890890
910900
880
870850830 850
870
890 900
920
910890
870 860880890
890
880
87
0
880
870
860
850
840
900
890
880870 850
910
910
940
920
910
890
880
900
940940950 930
850
860870
880
890900910920
930920
920
910
900
890
880
900
900
910 900
880
860870
870
850
8
860
880EDWARDS0890910
930
950
970
99
0
980960
990970950930910890 0980960
940930 950
970
980
990
970
950
930
910
900 890
880
870
890
910
930
950930
910
920 910
980970
960
950
940
970
860
880
900
920
920
910
900
880
860840 83085
0
87
0 890930
910 890 860
920900880860840820900880860
84
0
820
800
830860
850
830
81079077040810
79
0 820780 750830
850
860730
750 770
79
0 810 830
850
820
810 800
780 760740730
730
750750
770
800
870
790
EDWARDS RD
-

G
E
R
M
A
N
T
O
N
RAILROAD R.O.W.
RA
I
L
R
O
A
D

R
.
O
.
W
.
O
V
E
R
H
E
A
D

P
O
W
E
R

L
I
N
E
1,500-FT RADIUS FROM
LIMITS OF PERMIT #34-05
H
U
M
M
I
N
G
B
I
R
D
H
O
L
L
O
W
PZ-3
PZ-1
SS-40
SS-80
SS-70
SS-20 SS-25 SS-30
SS-15
SS-10
SS-01
SS-02
SS-90
SS-50
LIMITS OF
PERMITTED
AREA
PZ-5
SS-60
2A 3A
3B
4B
4A
PZ-2
W-2
W-6
W-7
W-9
W-1
W-3
W-8
W-5
PW-1
1,000,000 ug/L920930920920930920
PZ-4
NOTES:
1. TOPOGRAPHIC INFORMATION SHOWN IS ACOMPILATION OF NC FLOODPLAIN MAPPING
PROGRAM 2008 AND FORSYTH COUNTYINFORMATION 2005.
2. CONTOUR INTERVAL IS 10-FT.
3. LIMITS OF LANDFILL ARE APPROXIMATE
BASED ON AVAILABLE HISTORIC DATA.
4. PARCEL BOUNDARY INFORMATION TAKENFROM FORSYTH COUNTY GIS SYSTEM.
FIGURE
6
ERM
ERM NC, INC.
MONITORING WELL
SURFACE WATER
MONITORING LOCATION
EXISTING CONTOUR 10-FT INTERVAL
ABANDONED MONITORING WELL
PIEZOMETER LOCATION
NC WATER STANDARDS
2L 2B
ALUMINUM - 87ARSENIC 10 -
BARIUM 700 1,000
CADMIUM 2 2
CHROMIUM (TOTAL) 10 50IRON 300 1,000
LEAD 15 25
MANGANESE 50 200
MERCURY 1 0.012
SELENIUM 20 5SULFATE 250,000 250,000
DISSOLVED SOLIDS 500,000 -pH 6.5-8.5 6.0-9.0
NOTE: CONCENTRATIONS ARE IN MICROGRAMS PER LITER
(ug/L) UNLESS OTHERWISE INDICATED.
GROUNDWATER SULFATE ISOCONTOUR
5
WELL ID ASSIGNED DURING
SAMPLING (SOME WELLS
UNIDENTIFIED)
WATER SUPPLY WELLIDENTIFIED
WELL ID CORRESPONDS TOTABLE 1
7FIGUREERM NC, INC.HYDROGEOLOGIC CONCEPTUAL MODELEDWARDS ROAD LANDFILL PERMIT # 34-05R.J. REYNOLDS TOBACCO COMPANYRURAL HALL, NORTH CAROLINA(ARTESIAN)N30E 33SEN20E 15SECROSS SECTION LOCATION7008009006000200020040060080010001200140016001800BEDROCKLANDFILLSAPROLITEW-3W-3BPW-1LEAKCREEKUNNAMED TRIBUTARYBEDROCKBEDROCKAQUIFERANORTHWESTA’SOUTHEASTDISTANCE (FEET)ELEVATION (FEET MSL) 2X VERTICAL EXAGERATIONARTESIANWELLLOCAL PERCHED WATER FLOWLOCAL GROUND WATER FLOWSYNTHETIC CAP INSTALLATION COMPLETE 3Q2012W-7W-9AA’W-9SULFATES9,300 µg/L W-7SULFATES8,900 µg/L PW-1SULFATES840,000 µg/L W-3BSULFATES110,000 µg/L SS-02SULFATES68,000 µg/L SS-60SULFATES190,000 µg/LFRACTURE @ 238 FTW-3SULFATES410,000 µg/L MONITORING WELLS W- 11,200,000PZ-1--SS-01460,000 / 23,000 ^W- 246,000PZ-263,000SS-0268,000W- 3410,000PZ-3--SS-10*11,0 00W- 3B110 ,0 0 0PZ-4-- SS-15* 7,500W- 610,0 00PZ-5150,000 SS-20 31,000W- 78,900 SS-25 3,100W- 866,000 SS-30 41,000W- 99,300 SS-40 65,000PW-1840,000SS-50 1,600SS-60 190,000SS-70 21,000NC Groundwater & Surface Water Standard = 250,000 µg/L SS-80 21,000Sample collected in MARCH 2017 unless otherwise notedSS-90 40,000* Sample collected in August 2009; ^ Resampled May 2017Piezometer PZ-01 replaced prior to March 2016 sampling eventPiezometer PZ-03 was destroyed prior to the September 2016 monitoring eventSULFATE CONCENTRATIONS - MOST RECENT (µg/L)PIEZOMETERS SURFACE WATER
`
809
810
811
812
813
814
815
816
817
818
0
500,000
1,000,000
1,500,000
2,000,000
2,500,000
3,000,000
3,500,000
4,000,000
MONITORING WELL W-2
SAPROLITE / PWR AQUIFER Synthetic cap
installed 3Q2012
ft
AMSL ug/L
SULFATE TRENDS - GROUNDWATER
EDWARDS ROAD LANDFILL - PERMIT # 34-05
RURAL HALL, NORTH CAROLINA 8 ERM NC, Inc.
FIGURE
Sulfates
LEGEND
Total Dissolved Solids
NC2L GW STD NC2B SW STD
250,000 ug/L 250,000 ug/L
807
808
809
810
811
812
813
814
815
816
0
500,000
1,000,000
1,500,000
2,000,000
2,500,000
3,000,000
3,500,000
4,000,000
4,500,000
MONITORING WELL W-1
SAPROLITE AQUIFER Synthetic cap
installed 3Q2012
ft
AMSL ug/L
500,000 ug/L 500,000 ug/L
796
797
798
799
800
801
802
803
804
805
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000
1,400,000
1,600,000
MONITORING WELL W-3
SAPROLITE / PWR AQUIFER Synthetic cap
installed 3Q2012
ft
AMSL ug/L
801
802
803
804
805
806
807
808
809
810
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000 MONITORING WELL W-3B
BEDROCK AQUIFER Synthetic cap
installed 3Q2012
ft AMSL ug/L
GW Elevation
>804.53 (artesian)
874
876
878
880
882
884
886
888
0
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000 BACKGROUND MONITORING WELL W-4 & W-6
BEDROCK AQUIFER Synthetic cap
installed 3Q2012
ft AMSL ug/L
W-4: 1995-2003 W-6: 2003-Present
832
833
834
835
836
837
838
839
840
841
0
50,000
100,000
150,000
200,000
250,000 MONITORING WELL W-7
Synthetic cap
installed 3Q2012
BEDROCK AQUIFER, Installed 4Q2010
ft AMSL ug/L
800
802
804
806
808
810
812
0
50,000
100,000
150,000
200,000
250,000
300,000
350,000
MONITORING WELL W-8
PWR AQUIFER, Installed 4Q2010
Synthetic cap
installed 3Q2012
ft
AMSL ug/L
Groundwater Table Elevation (above Mean Sea Level)
796
798
800
802
804
806
0
50,000
100,000
150,000
200,000
250,000
300,000
350,000
MONITORING WELL W-9
BEDROCK AQUIFER, Installed 4Q2010
Synthetic cap
installed 3Q2012
ft
AMSL ug/L
850
852
854
856
858
860
862
864
866
868
870
0
500,000
1,000,000
1,500,000
2,000,000
2,500,000
3,000,000
3,500,000
MONITORING WELL PW-1
BEDROCK AQUIFER
Synthetic cap
installed 3Q2012
ft
AMSL ug/L
`
SULFATE TRENDS - SURFACE WATER
EDWARDS ROAD LANDFILL - PERMIT # 34-05
RURAL HALL, NORTH CAROLINA 9 ERM NC, Inc.
FIGURE
Sulfates
LEGEND
Total Dissolved Solids
NC2L GW STD NC2B SW STD
250,000 ug/L 250,000 ug/L
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000 SURFACE WATER SS-01
Synthetic cap
installed 3Q2012
ug/L
0
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000 SURFACE WATER SS-25
Synthetic cap installed 3Q2012
ug/L
0
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000 SURFACE WATER SS-60
Synthetic cap
installed 3Q2012
ug/L
0
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000
900,000
1,000,000 SURFACE WATER SS-02
Synthetic cap
installed 3Q2012
ug/L
0
50,000
100,000
150,000
200,000
250,000
300,000
350,000
400,000 SURFACE WATER SS-30
Synthetic cap installed 3Q2012
ug/L
0
50,000
100,000
150,000
200,000
250,000
300,000 SURFACE WATER SS-80
Synthetic cap
installed 3Q2012
ug/L
0
100,000
200,000
300,000
400,000
500,000
600,000 SURFACE WATER SS-90
Synthetic cap
installed 3Q2012
ug/L
0
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000 SURFACE WATER SS-40
Synthetic cap
installed 3Q2012
ug/L
0
50000
100000
150000
200000
250000 SURFACE WATER SS-70
Synthetic cap
installed 3Q2012
ug/L
500,000 ug/L 500,000 ug/L

TABLES
TABLE 1
MONITOR WELL CONSTRUCTION DETAILS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA Page 1 of 1
RJRT\Tables RJRT Ash LF.xlsx\1. Well Construction
Well
ID
Install
Date Latitude Longitude
Ground
Elevation
(ft MSL)
TOC
Elevation
(ft MSL)
Depth to
Ground-
water (ft
BTOC)
Boring
Depth
(ft BGL)
Outer
Casing
Depth
(ft BGL)
Screened
Interval
(ft BGL)
Geologic
Zone
Screened
PW-1 5/26/87 36.2499455°-80.2779362°920.51 920.66 65.49
405
(soft
bottom at
326)
21.5 21.5-405 Bedrock
W-1 10/13/87 36.2500121°-80.2757441°819.69 822.68 15.18 20.5 NA 10-20 Saprolite
W-2 12/6/89 36.2504070°-80.2753700°824.21 827.30 17.01 17 NA 7-17 Sap/PWR
W-3 12/7/89 36.2486237°-80.2761346°802.00 804.43 4.20 17 NA 7-17 Sap/PWR
W-3B 5/14/04 36.2485693°-80.2761875°801.23 804.32 Artesian 210 Unknown 190-210 Bedrock
W-4 6/8/93 36.24693455° *-80.28491769° *NE NE 188 NA 138-188 Bedrock
W-5 5/17/93 36.24629033° *-80.27862892° *NE NE NM 24 NA 13-23.5 Bedrock
W-6 8/22/03 36.2490276°-80.2819968°977.93 980.71 99.51 200 NA 170-200 Bedrock
W-7 12/15/10 36.2517944°-80.2798058°929.51 931.58 95.23 341 NA 42-341 Bedrock
W-8 12/14/10 36.2524760°-80.2744895°859.39 861.67 58.22 129 NA 45-65 PWR
W-9 12/13/10 36.2469581°-80.2750675°909.35 911.38 110.50 259 NA 229-259 Bedrock
B-9 5/20/93 36.24819778° *-80.28420462° *NE NE NM 23 NA 18-22.5 Saprolite
B-10 5/19/93 36.24815194° *-80.28243419° *NE NE NM 14 NA 9-13.5 Saprolite
B-11 5/20/93 36.24695712° *-80.28385595° *NE NE NM 54 NA 48-53 Saprolite
B-12 5/19/93 36.24765518° *-80.28079913° *NE NE NM 8.5 NA 3.5-8 Saprolite
B-14 5/20/93 36.2461299° *-80.28188639° *NE NE NM 54 NA 48-53 Saprolite
PZ-1 3/15/16 36.25134616° *-80.2740505° *NE NE NM 1.5 NA 1.0 - 1.5 Alluvium
PZ-2 12/15/10 36.25229952° *-80.27330537° *NE NE NM 4.0 NA 3.0 - 4.0 Alluvium
PZ-3 12/15/10 36.25292715° *-80.27477259° *NE NE NM 1.5 NA 0.5 - 1.5 Alluvium
PZ-4 12/16/10 36.25225065° *-80.27644449° *NE NE NM 5.0 NA 4.2 - 5.0 Alluvium
PZ-5 12/16/10 36.25178958° *-80.27767072° *NE NE NM 5.0 NA 3.0 - 5.0 Alluvium
NE - Not Established BGL - Below ground level NM - Not Measured PWR = Partially Weathered Rock
MSL - above mean sea level BTOC - Below top of casing * - Estimated value Survey data by Lawrence Associates, P.A., January 4, 2010, January 4, 2011 & February 28, 2011
2 inch dia PVC, Phase 3 temporary piezometer, no protective well box around well
2 inch dia. PVC, Ken Stewart's pasture,
2 inch dia. PVC
6 inch dia. open-rock hole, 6" galavanized casing to 42 ft bgs, TOC value for 6" casing
2 inch dia. PVC, DWM permit-required sample location, Artesian well
2 inch dia. PVC, damaged, abandoned 8/27/03, former background well, replaced with W-6 in 2003.
1 inch dia PVC temporary piezometer
1 inch dia PVC temporary piezometer. Originally installed 12/2010. Replaced 3/2016
1 inch dia PVC temporary piezometer
1 inch dia PVC temporary piezometer
1 inch dia PVC temporary piezometer
Comments
2 inch dia. PVC, DWM permit-required sample location, (alternate IDs MW-1A, RH-MW-002)
2 inch dia PVC, Phase 3 temporary piezometer, no protective well box around well
2 inch dia. PVC, Well replaced 11/93, DWM permit-required sample location
2 inch dia. PVC, DWM permit-required sample location, (alternate IDs W-3A, W-2A, RH-MW-003)
Former supply well, pump removed (8/09): 6 inch dia. galv. casing; Construction details per
Clayton Well Drilling log and video inspection by ERM (8/09 & 4/10); Open rock to 405 ft, Total
well yield 25 gpm with no other obvious water-bearing zones below 103 ft (Clayton). Silted in to
326 ft (video).
2 inch dia. PVC, DWM permit-required sample location, (alternate IDs MW-6), current
background well, replaced W-4 as background well in 2003
2 inch dia PVC, Phase 3 temporary piezometer, no protective well box around well
2 inch dia PVC, Phase 3 temporary piezometer, not located October 2009
2 inch dia PVC, Phase 3 permanent MW
2 inch dia PVC, Phase 3 temporary piezometer, no protective well box around well
TABLE 2GROUND WATER ELEVATIONSEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINAPage 1 of 2Gauging DateDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLWell IdentificationTOC Elevation:Screened Interval (Ft BGL)Geologic Zone ScreenedAt InstallationNA -- 13.5 809.18 11 816.30 14 790.43 Artesian > 804.53 6 -- 50 930.71 240 691.58Historical Data Not Available or Not Presented-- -- -- -- -- -- -- -- -- -- -- -- -- --19-Oct-2006 -- -- 11.59 811.09 13.32 813.98 7.54 796.89 Artesian > 804.53 -- -- 99.00 881.71 -- --27-Apr-2007 -- -- 10.88 811.80 13.96 813.34 6.98 797.45 Artesian > 804.53 -- -- 94.48 886.23 -- --19-Nov-2007 -- -- 13.29 809.39 16.08 811.22 7.78 796.65 Artesian > 804.53 -- -- 105.00 875.71 -- --30-Apr-2008 -- -- 12.84 809.84 14.68 812.62 7.04 797.39 Artesian > 804.53 -- -- 99.29 881.42 -- --30-Apr-2009 -- -- 13.23 809.45 15.18 812.12 7.12 797.31 Artesian > 804.53 -- -- 98.28 882.43 -- --12-Oct-2009 72.00 848.66 14.53 808.15 17.50 809.80 7.63 796.80 -1.22 805.54 10.08 -- 99.64 881.07 -- --19-Apr-2010 67.00 853.66 10.75 811.93 14.16 813.14 6.37 798.06 -1.05 805.37 8.38 -- 98.29 882.42 -- --11-Oct-2010 -- -- 12.04 810.64 15.85 811.45 6.99 797.44 -0.89 805.21 9.73 -- 98.93 881.78 -- --5-Jan-2011 -- -- 11.97 810.71 13.53 813.77 6.88 797.55 -0.98 805.30 9.67 -- 98.92 881.79 94.73 836.8528-Feb-2011 65.30 855.36 11.66 811.02 14.57 812.73 6.65 797.78 -1.37 805.69 9.50 -- 99.01 881.70 94.59 836.9920-Apr-2011 64.75 855.91 10.92 811.76 14.05 813.25 6.25 798.18 -1.63 805.95 7.85 -- 98.42 882.29 94.20 837.3817-Oct-2011 -- -- 12.55 810.13 15.18 812.12 7.24 797.19 -1.36 805.68 -- -- 99.41 881.30 -- --6-Feb-2012 64.96 855.70 11.97 810.71 13.52 813.78 6.52 797.91 Artesian > 804.32 -- -- 99.22 881.49 94.71 836.8716-Mar-2012 -- -- 11.95 810.73 15.45 811.85 6.64 797.79 Artesian > 804.32 -- -- 99.05 881.66 -- --24-Sep-2012 66.03 854.63 11.93 810.75 15.36 811.94 4.87 799.56 Artesian > 804.53 -- -- 99.63 881.08 96.05 835.5317-Apr-2013 65.80 854.86 11.98 810.70 14.03 813.27 4.51 799.92 Artesian > 804.53 -- -- 99.04 881.67 95.80 835.7810-Sep-2013 66.75 853.91 13.01 809.67 15.75 811.55 3.45 800.98 Artesian > 804.53 -- -- 98.86 881.85 94.71 836.877-Apr-2014 56.15 864.51 11.74 810.94 16.76 810.54 3.29 801.14 Artesian > 804.53 -- -- 98.23 882.48 95.26 836.323-Sep-2014 67.28 853.38 14.37 808.31 16.65 810.65 3.29 801.14 Artesian > 804.53 -- -- 98.93 881.78 94.90 836.682-Apr-2015 64.75 855.91 13.29 809.39 13.93 813.37 3.78 800.65 Artesian > 804.53 -- -- 99.45 881.26 94.52 837.0610-Sep-2015 65.49 855.17 15.18 807.50 17.01 810.29 4.20 800.23 Artesian > 804.53 -- -- 99.51 881.20 95.23 836.358-Mar-2016 62.75 857.91 12.42 810.26 13.32 813.98 2.80 801.63 Artesian > 804.53 -- -- 98.62 882.09 93.95 837.636-Sep-2016 67.21 853.45 14.92 807.76 16.68 810.62 3.31 801.12 Artesian > 804.53 -- -- 98.90 881.81 94.05 837.5327-Mar-2017 65.34 855.32 15.50 807.18 15.33 811.97 3.89 800.54 Artesian > 804.53 -- -- 99.10 881.61 94.41 837.17PW-1920.66 21.5-405Bedrock822.68W-110-20SaproliteW-7931.58 42-341BedrockNot Established 980.71W-5 W-613-23.5 170-200Bedrock Bedrock7-17 7-17 190-210BedrockSaprolite/PWRSaprolite/PWRW-3BW-3W-2827.30 804.43 804.321111(Open hole)1(Open hole)11RJRT\Tables RJRT Ash LF.xlsx\2. GW Elevations
TABLE 2GROUND WATER ELEVATIONSEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINAPage 2 of 2Gauging DateDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLDepthft BTOCElevationft MSLWell IdentificationTOC Elevation:Screened Interval (Ft BGL)Geologic Zone ScreenedAt Installation16.8 -- 11.2 -- 16.8 -- 11.2 -- NA -- 6.4 -- NA --Iron rod installed inHistorical Data Not Available or Not Presented-- -- -- -- -- -- -- -- -- -- -- --stream bed 2/28/11 19-Oct-2006 -- -- -- -- -- -- -- -- -- -- -- -- -- --immediately east of 27-Apr-2007 -- -- -- -- -- -- -- -- -- -- -- -- -- --wells W-3 & W-3B. TOC19-Nov-2007 -- -- -- -- -- -- -- -- -- -- -- -- -- --elevation represents top30-Apr-2008 -- -- -- -- -- -- -- -- -- -- -- -- -- --of iron rod. 30-Apr-2009 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --12-Oct-2009 -- -- -- -- 20.40 --Not located-- -- -- 10.26 -- -- -- -- --19-Apr-2010 -- -- -- -- 18.78 -- -- -- -- -- 6.18 -- -- -- -- --11-Oct-2010 -- -- -- -- 21.63 -- -- -- -- -- 9.40 -- -- -- -- --5-Jan-2011 52.67 809.00 110.47 800.91 22.05 -- -- -- -- -- 9.05 -- -- -- -- --28-Feb-2011 53.45 808.22 112.03 799.35 22.63 -- -- -- -- -- -- -- -- -- 1.50 785.6620-Apr-2011 53.54 808.13 110.03 801.35 21.45 -- -- -- -- -- 5.46 -- -- -- -- --17-Oct-2011 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --6-Feb-2012 54.74 806.93 109.84 801.54 -- -- -- -- -- -- -- -- -- -- -- --16-Mar-2012 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --24-Sep-2012 55.47 806.20 110.26 801.12 -- -- -- -- -- -- -- -- -- -- -- --17-Apr-2013 57.40 804.27 108.62 802.76 -- -- -- -- -- -- -- -- -- -- -- --10-Sep-2013 54.20 807.47 110.23 801.15 -- -- -- -- -- -- -- -- -- -- -- --7-Apr-2014 54.01 807.66 110.86 800.52 -- -- -- -- -- -- -- -- -- -- -- --3-Sep-2014 52.78 808.89 110.68 800.70 -- -- -- -- -- -- -- -- -- -- -- --2-Apr-2015 56.22 805.45 110.50 800.88 -- -- -- -- -- -- -- -- -- -- -- --8-Sep-2015 58.22 803.45 110.50 800.88 -- -- -- -- -- -- -- -- -- -- -- --8-Mar-2016 59.01 802.66 110.06 801.32 -- -- -- -- -- -- -- -- -- -- -- --6-Sep-2016 53.19 808.48 110.11 801.27 -- -- -- -- -- -- -- -- -- -- -- --27-Mar-2017 56.00 805.67 109.90 801.48 -- -- -- -- -- -- -- -- -- -- -- --NE - Not Established BTOC = Below Top of Casing BGL - Below ground level1 - Artesian condition, Value represents water level above permanent TOC.MSL - above mean sea level PWR = Partially Weathered Rock Measured via temporary standpipe installed on permanent casing.xPWR BedrockLeak Creek Stream 787.16Not ApplicableStream ElevationW-8 W-9861.67 911.3845-65 229-259 18-22.5B-12Saprolite Saprolite SaproliteB-10 B-11Not EstablishedB-9Bedrock9-13.5 48-53 3.5-8Not EstablishedSaproliteB-1448-53Not Established Not Established Not EstablishedRJRT\Tables RJRT Ash LF.xlsx\2. GW Elevations
TABLE 3
GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS - MARCH 2017
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA Page 1 of 1
Sample
Location / ID Date Aluminum Barium Cadmium Chromium (Total) Iron Lead Manganese Selenium Sulfate Dissolved SolidsNE 700 2 10 300 15 50 20 250,000 500,000
NE 100 1 10 300 10 50 10 250,000 NE
NE 2000 5 100 NE 15 NE 50 NE NE
87 1,000 2 50 1,000 25 200 5 250,000 500,000
GROUND WATER MONITORING WELLS
PW-1 (21'-326' interval) 3/28/17 61 39 <0.5 19 4,200 <1 3,300 3.8 840,000 1,900,000
W-1 3/29/17 280 39 <0.5 <5 1,900 0.28 5,100 4.1 1,200,000 2,600,000
W-2 3/29/17 140 220 <0.5 <5 200 <1 2.5 <5 46,000 100,000
W-3 3/29/17 15 3 <0.5 <5 310 <1 290 <5 410,000 880,000
W-3B 3/29/17 8.9 44 <0.5 <5 400 <1 440 <5 110,000 410,000
W-3B (Dup) 3/29/17 8.2 46 <0.5 <5 400 <1 470 <5 110,000 340,000
W-6 3/28/17 530 76 <0.5 36 990 0.5 17 <5 10,000 220,000
W-7 3/28/17 500 130 <0.5 28 3,600 0.93 110 <5 8,900 160,000
W-8 3/28/17 1,700 380 <0.5 99 3,300 1 58 6.7 66,000 170,000
W-9 3/28/17 99 100 <0.5 11 81 <1 1.3 <5 9,300 260,000
PZ-1 3/27/17 Dry, no sample collected -- -- -- -- -- -- --
PZ-2 3/27/17 1,100 270 7.5 20 33,000 8.1 6,400 <5 63,000 210,000
PZ-3 3/27/17 Damaged, no sample collected. -- -- -- -- -- --
PZ-4 3/27/17 Dry, no sample collected -- -- -- -- -- -- --
PZ-5 3/27/17 10,000 510 5.8 30 300,000 5.8 1,100 <25 150,000 350,000
SURFACE WATER
SS-01 3/27/17 160 61 <0.5 <5 1,400 <1 800 3.6 460,000 1,000,000
SS-01 (resample)5/9/17 590 57 <0.5 <5 660 <1 6.8 <5 23,000 150,000
SS-02 3/27/17 65 74 <0.5 <5 210 <1 11 <5 68,000 250,000
SS-20 3/27/17 2,400 120 <0.5 <5 4,700 1.4 280 <5 31,000 62,000
SS-25 3/27/17 390 62 <0.5 <5 590 <1 9.4 <5 3,100 73,000
SS-30 3/27/17 160 70 <0.5 <5 50 <1 10 <5 41,000 200,000
SS-40 3/27/17 91 67 <0.5 <5 240 <1 7.9 <5 65,000 230,000
SS-50 3/27/17 230 46 <0.5 <5 650 <1 13 <5 1,600 130,000
SS-60 3/27/17 4,500 160 <0.5 5.5 7,800 2.7 190 1.5 190,000 410,000
SS-70 3/27/17 170 56 <0.5 <5 270 <1 4.2 <5 21,000 93,000
SS-80 3/27/17 100 62 <0.5 <5 200 <1 2.5 <5 21,000 110,000
SS-90 3/27/17 160 62 <0.5 <5 340 <1 12 <5 40,000 100,000
All concentrations in micrograms per liter (ug/L) unless 1 - No freshwater aquatic life standard established. Water Supply criteria presented.
otherwise noted. Bold indicates exceedance of Solid Waste Section Limits (SWSL)
--- Not sampled Gray background indicates exceedance of applicable NC Ground Water or
NE - Not established Surface Water Standard
Piezometer PZ-01 replaced prior to March 2016 sampling event
Sulfate and Dissolved Solids not analyzed for sample SS-50 due to laboratory error
Elevated concentrations of Fe, Mn, Ba, Cd, Cr and Pb in piezometer samples attributed
to high turbidity resulting from inability to low-flow sample due to insufficient water volume.
NC 2L Ground Water Standard
Solid Waste Section Limit
NC 2B Surface Water Standard
Fed. Maximum Contaminant Level
11 1 1
Tables RJRT Ash LF.xlsx/Table 3-Event Data 2017-03
TABLE 4
GROUNDWATER AND SURFACE WATER FIELD PARAMETER RESULTS - MARCH 2017
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA Page 1 of 1
Sample
Location / ID Date pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen (mg/L)6.5 - 8.5NENENENENE
NE NE NE NE NE NE
6.0 - 9.0 NE NE 50 NE >5.0
GROUND WATER MONITORING WELLS
PW-1 (21'-326' interval) 3/28/17 6.4 15.8 2,342 3.4 42 0.3
W-1 3/29/17 6.4 18.7 3,060 9.7 143 0.3
W-2 3/29/17 7.0 15.2 294 5.8 206 6.9
W-3 3/29/17 6.3 15.1 1,218 2.2 180 0.8
W-3B 3/29/17 7.3 13.7 687 0.6 157 0.5
W-6 3/28/17 9.8 15.5 437 9.9 -67 0.6
W-7 3/28/17 6.9 15.3 280 42.9 12 1.9
W-8 3/28/17 5.7 19.9 275 21.5 177 5.7
W-9 3/28/17 11.6 17.6 862 2.7 48 0.2
PZ-1 3/27/17
PZ-2 3/27/17
PZ-3 3/27/17
PZ-4 3/27/17
PZ-5 3/27/17
SURFACE WATER
SS-01 3/27/17 7.6 17.0 1 0.0 68 10.6
SS-02 3/27/17 7.2 16.1 403 1.8 169 9.6
SS-20 3/27/17 7.5 16.3 179 9.7 98 9.0
SS-25 3/27/17 7.6 16.7 121 7.4 101 8.0
SS-30 3/27/17 7.8 16.1 343 2.8 114 10.3
SS-40 3/27/17 8.0 16.9 357 1.8 154 11.1
SS-50 3/27/17 6.5 18.3 9 47.4 195 11.5
SS-60 3/27/17 7.1 14.7 4 297.0 194 7.0
SS-70 3/27/17 7.5 16.5 722 6.2 170 7.9
SS-80 3/27/17 8.0 16.0 156 1.7 165 9.0
SS-90 3/27/17 8.2 16.5 256 1.9 152 11.1
NE - Not established NM - Not measured
Destroyed
Insufficient volume - No Sample
Insufficient volume available for field parameters
NC 2L Ground Water Standard
Solid Waste Section Limit
NC 2B Surface Water Standard
Insufficient volume - No Sample
Insufficient volume available for field parameters
Tables RJRT Ash LF.xlsx/Table 4-Field Parameters2017-03

APPENDIX A
HISTORICAL
GROUNDWATER AND
SURFACE WATER QUALITY
ANALYTICAL DATA
APPENDIX A1 GROUND WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 1 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-Nitrite
Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 1 20 20 1,000 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 0.2 10 10 10 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 0.012 5 0.06 50 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.04/29/19888,030<10235 8 16<2017,400<5.01,100<0.20 <10 <10312,200 130,000 156,000 2,240 5.9 -- -- -- -- --7/13/1989-- <10100<2.0 <20 -- -- <5.0 -- <0.205<10 <20 -- -- -- ---- -- -- -- -- --(RHMW-001)9/24/19905,620<10189<2.0 <20 <208,900<5.0150<0.2059<10 <20710 13,500 185,000 13,000 6.3 19.3 195 -- -- --10/24/1991 161<10346<2.0 <20 <20150<5.097<0.2023.9<10 <20238 126,000 303,000 12,000 6.2 20.3 425 -- -- --3/26/1992 2,850<10736<2.0 <20 <20833<5.01,830 0.32 21.9<10381,250 123,000 482,000 14,000 6.6 9.3 682 -- -- --9/30/1992-- <10120<2.0 <20 <20 -- <5.0310<0.2032<10 <20382292,000 798,0005,000 5.9 17.8 1,153 -- -- --3/31/1993 364<10137<2.0 <20 <201,130<5.02,230<0.2013.2<1033550486,000 1,169,00033,000 5.5 16.1 1,587 -- -- --9/17/199328,600<10697 3.8<2044 59,700 13 3,490<0.205.1<10195925565,000 1,643,0006,000 5.9 18.0 2,310 -- -- --well replaced 11/93 3/30/19945,320<10545<2.0 <2020 18,8008505<0.206<10107390633,000 1,680,000--5.6 15.2 1,250 -- -- --9/30/1994 1,810<10 <250 <2.0 <2022 9,960<5.04,470<0.2013<1019450758,000 2,420,000123,000 6.0 18.1 3,010 -- -- --3/31/199524,000<101,250<2.0 <2026 53,900 11 1,580<0.2012<10115850797,000 2,140,000--5.9 15.8 2,820 -- -- --9/29/19957,650<10367 4<2024 18,800104,020<0.2012<10 --1,000464,000 2,780,0004,040 4.5 16.2 3,720 -- -- --3/20/1996149,000<10960 50 200 220--63 11,400<0.20 <10 <10695--2,320,000 2,670,0008,750 6.5 15.0 3,060 -- -- --9/27/19967,110<10 <250 <2.0 <20 <2022,60072,300<0.20 <10 <10511,5201,320,000 2,970,0003,810 6.1 19.0 3,350 -- -- --3/29/1997 2,990<10 <250 <2.0 <20 <20 --16 2,340<0.20 <10 <10721,2001,360,000 2,860,0006,870 6.0 14.0 1,890 -- -- --9/17/1997 2,940<10 <2503<20 <2012,90063,680<0.2033<101361,7001,300,000 3,110,0005,290 6.3 17.0 3,540 -- -- --3/27/1998 2,400<10 <250 <2.0 <20 <207,830<5.02,340<0.2016<10 <205751,060,000 3,040,0003,640 6.5 19.6 627 -- -- --9/30/1998 2,350<10 <250 <2.0 <20 <205,180 15 2,710<0.2021<10 <201,0501,030,000 3,210,00017,500 6.2 20.0 1,250 --6.4 20.89/30/1998 1,250<10 <250 <2.0 <20 <204,980<5.02,720<0.2030<10 <201,1001,040,000 3,320,0009,250 -- -- -- -- -- --3/31/1999 1,820<10 <250 <2.0 <20 <204,690102,450<0.2015<10 <207501,830,000 3,230,0008,820 5.6 17.0 1,610 -- -- --9/29/1999 1,650<10 <250 <2.0 <20 <204,78082,790<0.2031<10 <20440 2,0603,440,0003,730 5.7 19.0 1,980 -- -- --9/15/2000 979<10 <250 <2.0 <20 <203,20082,930<0.2022<10 <208001,540,000 3,480,00013,300 5.8 18.0 1,040 -- -- --3/16/2000 1,820<10 <250 <2.0 <20 <203,36062,840<0.20 <10 <10314021,390,000 3,330,0003,930 -- -- -- -- -- --3/23/2001 226<10 <250 <2.0 <20 <201,860103,180<0.20 <10 <10 <203701,260,000 3,320,0006,130 6.2 17.0 1,090 -- -- --10/4/2001 728<10 <2502<20 <203,14092,890<0.20 <10 <10374301,420,000 3,380,00031,000 8.0 21.0 3,300 -- -- --3/28/2002 1,010<10 <250 <2.0 <2020 3,60083,270-- <10 <10483501,220,000 3,310,0003,430 6.0 15.0 1,090 -- -- --10/3/20028,960<10 <2502<20 <2014,00083,910<0.20 <10 <10517401,330,000 3,210,0003,190 6.3 18.0 1,280 -- -- --3/25/2003 1,420<10 <250 <2.0 <20 <202,77073,540<0.20 <10 <10251,2101,130,000 3,310,0003,210 6.4 19.0 910 -- -- --10/2/2003 402<10414<2.0 <20 <202,33053,840<0.20 <10 <10 <201,9701,350,000 3,470,0003,520 5.9 20.0 3,210 -- -- --4/28/2004 1,440<10 <250 <2.0 <20 <206,890 12 3,920<0.20 <10 <10 <201,1301,350,000 3,580,0005,130 -- 15.1 3,670 -- -- --10/26/20047,450<10 <250 <2.0 <2021 20,100104,800<0.20 <10 <10 <204381,310,000 3,630,0003,100 -- -- 3,510 -- -- --4/27/2005 697<10 <2502<20 <203,990104,080<0.20 <10 <10 <204081,820,000 3,601,0003,450 -- -- 3,610 -- -- --10/20/20059,030<10 <250 <2.0 <20283 18,400 15 3,920<0.20 <10 <10104449790,000 3,520,00052,000 -- -- 2,370 -- -- --10/19/2006 214<10 <250 <2.0 <20 <2092664,160<0.20 <10 <10563831,790,000 3,310,0003,740 -- -- 2,120 -- -- --4/27/2007 787<10 <250 <2.0 <20 <201,250<5.03,550<0.20 <10 <10 <204841,300,000 3,390,0006,350 -- -- 4,510 -- -- --11/19/2007 186<10 <250 <2.0 <20 <20778<5.04,080<0.20 <10 <10 <201781,950,000 3,430,0003,950 -- -- 3,460 -- -- --4/30/2008 291<10 <250 <2.0 <20 <20536<5.03,870<0.20 <10 <10 <201581,920,000 3,410,0002,990 -- -- 3,590 -- -- --10/29/2008<0.100 <1025.8 0.32<10 <104274.93,990<2.0 <10 <10 <102401,640,000 3,310,0004,950 -- -- 3,840 -- -- --4/30/2009<0.100 <1030.53.44<104.9599 13.1 4,560<2.0 <101.44<101011,890,000 3,370,0006,060 -- -- 3,860 -- -- --10/12/2009 98 2.9 22<1.02.0 1.1410<5.04,000<2.0 <200.5<0.302801,500,000 3,100,00077,900 6.1 14.9 4,620 14 87 3.324/20/20103,500<10130<1.012<106,000<5.04,200<2.0 <20 <5.0 <0.0306701,500,000 3,100,00056,5006.1 16.5 11,800 58 119 <0.0110/11/201063 6.7 27<1.00.9<25300 1.35,000<2.0331.3127801,400,000 3,100,00026,6006.1 20.4 2,990 110 147 <0.014/22/2011470 6.8 43<0.1 <5.015 2,900<1.04,800<0.1030<1.0 <105301,300,000 3,000,0003,4006.2 13.1 2,780 406 150 0.5810/17/20111,550<5.066.2<1.0 <5.051.7 2,640<5.04,400<0.20 <10 <5.0 <10 <0.201,150,000 2,620,00025,7006.7 20.1 3,740 73 130 0.643/16/2012<0.10 <5.024.4<1.0 <5.052,640<5.04,480<2.0 <106.8<102701,190,000 3,860,00021,7006.2 18.2 3,547 1 44 0.489/24/2012 279<2.732.2<50<2.0<2.0494<0.00404,580<0.10<5.0<2.5<5.04501,500,000 2,890,000--6.5 19.6 3,750 9.6 312 <0.014/18/2013 501<0.0135.2<1.0 <5.0 <5.0692<5.04,590<2.0 <0.01 <5.0 <0.013601,380,000 2,610,00023,5006.3 17.5 3,354 8.0 -442 0.32NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water StandardW-1222221Tables RJRT Ash LF.xlsx/Table A1-Historic Ground Water
APPENDIX A1 GROUND WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 2 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-Nitrite
Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 1 20 20 1,000 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 0.2 10 10 10 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 0.012 5 0.06 50 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard2222219/10/2013 117<0.0134<1.0 <5.0 <5.0290<5.04,920<2.0 <0.01 <5.0 <0.011971,370,000 2,900,00027,6006.2 22.5 3,067 7.3 49 0.294/7/2014 156NA24.8<1.0 <5.0 NA360<5.04,750NA<10NANANA1,160,000 2,850,00032,3006.2 11.9 3,406 7.9 374 1.469/4/2014<0.100 NA <5.0 <1.05.9NA297<5.04,600NA61.2NA NA NA1,450,000 2,950,000NA6.2 20.0 2,940 6.1 84 0.754/3/2015 212NA24.5<1.0 <5.0 NA5005.34,510NA50.4NA NA NA1,260,000241,000NA6.4 17.9 2,676 5.1 77 0.669/10/2015 330NA38 1.0 0.88NA850<104,900NA<20NANANA1,200,000 2,700,000NA6.4 23.0 3,220 0.0 225 1.133/8/2016<1000 NA37 0.24<5 NA2,000<15,300NA28.0NA NA NA1,200,000 2,600,000NA6.4 20.5 3,176 8.3 63 0.389/8/2016<40 NA22 0.38<5 NA1,400<14,800NA <1 NA NA NA1,100,000 2,500,000NA6.8 22.3 2,905 1.8 -1.5 0.803/29/2017 280NA39<0.5 <5 NA1,9000.285,100NA4.1NA NA NA1,200,000 2,600,000NA6.4 18.7 3,060 9.7 142.5 0.341/16/1990-- <10210<2.0 <20 -- -- <5.0 --0.2<10 <10 -- -- -- -- --6.1----------9/24/1990 850<10219 8.3<20 <201,400<5.09,900<0.20 <10 <10 -- --41,000533,00014,000 6.2 16.7 717 -- -- --10/24/1991 169<1082<2.0 <20 <209,3007.416,500<0.20 <10 <10 --1,6701,150,000 1,937,00015,000 6.0 18.7 2,080 -- -- --3/26/1992 2,790<10 <2503.4<20 <2038,400 16-- <0.20 <10 <10 --01,860,000 2,611,00012,000 5.8 13.8 2,880 -- -- --9/30/1992-- <10 <250 <2.0 <20 <20 '-- <5.021,300<0.20 <10 <10 --1,0301,320,000 2,525,0006,000 6.1 17.9 2,670 -- -- --3/31/1993 417<10177<2.0 <20 <201,2807.653<0.20 <10 <104050600,000 948,0002,000 5.6 15.2 167 -- -- --9/17/19935,650<10508 3.8<2079 34,700 12 22,300<0.20 <10 <10621661,570,000 3,350,00012,000 6.4 20.8 4,030 -- -- --3/30/199418,700<102,770 3.0 76<2050,900 34 2,400<0.20 <10 <10256,000 200,000555,000--5.7 16.0 1,640 -- -- --9/30/199421,400<10942<2.037 58 362 13 3,710<0.20 <10 <1088450415,000 969,00015,900 6.2 18.3 1,440 -- -- --3/31/199545,000<101,710<2.078 58 5,050 28 3,660<0.20 <10 <10172850 155,000 460,000--6.2 13.7 930 -- -- --9/29/1995109,000<103,950 30 209 142 206,000 68 3,750<0.205<10292313379,000 944,0007,370 5.6 16.4 1,345 -- -- --3/30/199666,500<101,250 12 105 78 96,600 44 3,610<0.20 <10 <10183--12,600 127,000 4,680 5.6 14.0 316 -- -- --9/27/199689,100<101,510<2.0 <208.8150,000 15 3,060<0.20 <10 <1098110--373,000 9,220 7.0 21.0 840 -- -- --3/29/199764,400<101,100 20 102 72 98,000 47 2,500<0.20 <10 <10150901,010,000 2,020,00010,800 6.4 14.0 1,300 -- -- --9/17/199756,500<101,620 13 87 88 99,900 35 20,200<0.20 <5.0 <102011,1301,410,000 3,600,00011,300 6.6 17.0 3,780 -- -- --3/27/199810,900<10584<2.0 <20 <2026,000<5.06,160<0.20 <10 <10 <20 <50116,0001,130,0006,340 6.8 19.9 743 -- -- --9/30/199815,400<10518<2.039 34 28,800 22 15,000<0.20 <10 <1060780762,000 3,380,00015,700 6.4 21.0 753 -- -- --3/31/1999 2,380<10852<2.045 35 47,000 21 6,920<0.20 <10 <1073320 26,300 262,000 1,410 6.2 18.0 126 -- -- --9/29/19999,700<10296<2.036<2026,9009203<0.20 <10 <10 <2080293,000458,000 15,300 6.2 20.0 182 -- -- --9/15/20005,490<10508<2.0 <20 <201,60071,140<0.20 <10 <10 <2060 93,400 374,000 1,890 6.6 19.0 170 -- -- --3/16/200012,700<10434<2.028 25 19,400<5.02,160<0.20 <10 <1028136281,000 642,0007,360 -- -- -- -- -- --3/23/2001 2,600<10 <250 <2.0 <20 <204,7406234<0.20 <10 <103780 26,300 173,000 6,820 6.5 18.0 270 -- -- --3/28/200217,900<10 <250 <2.047 46 45,300 16 3,030-- <10 <1088<5023,400 219,000 11,900 6.7 14.0 140 -- -- --10/3/2002-- -- -- -- -- -- '-- -- -- -- '-- -- -- -- -- '-- ---- -- -- -- -- --3/25/20036,070<10264<2.0 <20 <208,420<5.0115<0.20 <10 <102569 14,400 118,000 5,290 6.1 18.0 140 -- -- --10/2/20034,630<10277<2.0 <20 <2010,900811,100<0.20 <10 <10 <201221,270,000 3,380,0007,780 6.1 20.0 3,020 -- -- --4/28/20043,600<10 <250 <2.0 <20 <2011,00062,630<0.20 <10 <1036193 233,000634,0008,130 -- 14.4 1,460 -- -- --10/26/200430,200<102,140 9 112 83 65,600 21 5,080<0.20 <10 <101444,1701,710,000 3,800,0007,220 -- -- 3,690 -- -- --4/27/2005 2,750<10 <2506<20 <209,15088,950<0.20 <10 <10261,0801,260,000 2,868,00013,800 -- -- 3,170 -- -- --10/20/20059,380<10377 2 20 203 26,20096,800<0.20 <10 <101165501,510,000 1,700,00022,000 -- -- 1,110 -- -- --10/19/20063,630<10 <250 <2.0 <20 <208,08061,900<0.20 <10 <1044133749,000 1,210,0008,990 -- -- 1,050 -- -- --4/27/200746,500<10451<2.02055,900-- -- <0.20 <10 <10464521,570,000 2,800,0009,010 -- -- 1,880 -- -- --11/19/20075,750<10 <250 <2.0 <20 <2012,00083,030<0.20 <10 <10 <20 <501,330,000 1,310,0009,710 -- -- 1,330 -- -- --4/30/2008<0.100 <10 <250 <2.0 <20 <204,4505334<0.20 <10 <107271 246,000 330,000 7,260 -- -- 609 -- -- --4/30/20095,170<10268<1.013.9 11.3 12,500 11.8 441<2.0 <10 <1037.572 10,400 157,000 7,570 -- -- 94 -- -- --10/15/200930,000 13 1,600 4.8 110 67 200,000 36 3,400<2.042<5.04106.4 15.9 900 30 -145 1.21Not sampled - insufficient sample volumeW-2(RHMW-002, MW-1A)Tables RJRT Ash LF.xlsx/Table A1-Historic Ground Water
APPENDIX A1 GROUND WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 3 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-Nitrite
Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 1 20 20 1,000 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 0.2 10 10 10 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 0.012 5 0.06 50 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard2222214/20/2010430<10180<1.0 <5.0 <10490<5.02,400<2.0 <20 <5.0 <0.030 <0.20830,000 1,900,00048,8008.0 13.8 1,880 411 15 5.8810/11/20102,300 2.42400.68 8.711 6,6001.72,300<2.011<5.081210660,000 1,400,00010,1006.3 17.0 1,340 712 46 3.994/22/20111,700 2.3150<0.1 <5.01.82,100<1.04,000<0.1014<1.0 <1033760,000 1,700,0008,60010/17/20112,180<5.0113<1.0 <5.06.12,710<5.04,020<0.20 <105.8<5.0 <0.20365,000 842,00018,7003/16/20122,540<5.0122<1.0 <5.06.13,270<5.045.4<2.0 <10 <5.0 <10 <0.2030,000 153,000 7,7006.5 16.1 1,144 8 -9 5.759/24/2012 2,020<2.7119<50<2.0<2.03,910<4.02,870<0.10<5.0<2.5<5.0430276,000 2,030,000--4/18/2013 192<0.01339<1.0 <5.0 <5.0182<5.0 <5.0 <2.0 <0.01 <5.0 <0.01430 56,800 149,0005,0006.5 16.7 261 NM 97 7.379/10/2013 451<0.01315<1.0 <5.0 <5.0676<5.021<2.0 <0.01 <5.0 <0.0189.1 44,600 135,00010,2004/7/2014 1,800NA291<1.0 <5.0 NA2,450<5.018.8NA<10NANANA37,000<25.07,6005.8 10.8 247 54.9 252 4.819/4/20145,930NA183<1.06.3NA7,950<5.0163NA<10NANANA39,000 182,000NA5.5 20.1 168 28.2 126 3.084/3/2015 114NA255<1.0 <5.0 NA148<5.0 <5.0 NA <10 NA NA NA43,900 134,000NA7.6 16.3 256 8.7 20 6.949/10/20156,800NA220<59.5NA8,800<1093NA<20NANANA18,000 190,000NA5.3 22.4 155 30.0 272 1.383/8/2016 860NA280<0.1 <5 NA1,300<129NA <1 NA NA NA41,000 130,000NA5.7 21.2 193 29.7 136 5.599/8/2016 1,900NA190<0.1 <5 NA3,200<131NA <1 NA NA NA14,000 230,000NA6.6 17.2 116>1000101 1.913/29/2017 140NA220<0.5 <5 NA200<12.5NA <5 NA NA NA46,000 100,000NA7.0 15.2 294 5.8 206 6.941/16/1990-- <10300<2.0 <20 -- -- <5.0 -- <0.20 <10 <10 -- -- -- -- --7.0----------9/6/1990-- <108,990 20 810-- --330--0.55.9<5.0 -- -- -- -- --6.7----------9/21/1990 2,170<10134 8.1<0.040 <202,000<5.080<0.20 <5.0 <10 <20670 8,500 174,000 12,000 6.5 16.2 238 -- -- --10/23/1991 213<10149<2.0 <0.040 <20240330 116<0.20 <5.0 <10 <20 <50 <10.0214,000 12,000 6.7 19.7 207 -- -- --3/25/1992<0.200 <10119<2.0 <20 <20 <100 <5.0 <20 <0.20 <5.0 <10 <206,810 22,500 136,000 10,000 6.1 13.1 307 -- -- --9/29/1992 670<10120<2.0 <20 <20580<5.0410 0.3<5.0 <10 <20232 20,000 189,000 1,000 5.9 17.1 223 -- -- --3/31/1993 1,170<10180<2.0 <20 <202,300<5.0 <20 <0.20 <5.0 <1055<5014,900 163,000 2,000 5.5 15.7 207 -- -- --9/17/19939,460<10444 2.8<2071 20,70010173<0.20 <5.0 <10106250 12,000 207,000 2,000 6.2 18.3 282 -- -- --3/30/19944,420<10259<2.0 <2024 10,700 150 264<0.20 <5.0 <101071,480 17,000 180,000<55.7 15.9 180 -- -- --9/30/199425,400<10485<2.026 67 32,000 17 526<0.20 <5.0 <1086<50 <20193,000 26,100 6.3 18.0 202 -- -- --3/31/199531,300<10466<2.027 55 36,400 25 430<0.20 <5.0 <10186280 133,000 206,000<56.6 12.7 220 -- -- --9/29/199555,400<10813 7 51 122 70,100 42 1,020<0.20 <5.0 <10183200 139,000 302,000 1,320 5.4 15.4 245 -- -- --3/30/199617,100<10436 2 20 46 25,900 19 409<0.20 <5.0 <101001,250 19,500 217,000 3,410 5.6 13.0 285 -- -- --9/27/199611,200<10257<2.0 <20 <2016,400 15 235<0.20 <5.0 <1094110 59,800 215,000 1,100 7.8 18.0 243 -- -- --3/29/199716,400<10347 3<2043 23,000 13 384<0.20 <5.0 <1051120 21,100 223,000 7,860 6.6 12.0 153 -- -- --9/17/199732,200<10478 4 27 67 40,200 24 590<0.20 <5.0 <102801,100 88,900 262,000 1,290 6.9 16.0 366 -- -- --3/27/199812,200<10491<2.0 <20 <2021,300<5.0604<0.20 <10 <10 <20130 19,100 248,000 1,260 6.1 19.9 542 -- -- --9/30/19984,150<10 <250 <2.0 <20 <205,690<5.0151<0.20 <10 <1039300 5,050 238,000 1,340 6.8 20.0 276 -- -- --3/31/1999 2,380<10 <250 <2.0 <20 <203,930<5.0126<0.20 <10 <1073320 26,300 262,000 1,410 6.2 18.0 126 -- -- --9/29/1999 2,130<10 <250 <2.0 <20 <204,230<5.090<0.20 <10 <10 <20210 27,300 272,000 1,710 6.8 19.0 315 -- -- --9/15/20006,590<10323<2.0 <2026 9,900 11 309<0.2017<10 <20120 20,900 187,000 1,530 6.7 18.0 390 -- -- --3/16/200011,700<10356<2.0 <2035 15,7007334<0.2016<1036208 17,800 193,000 2,630 -- -- -- -- -- --3/23/2001 828<10 <250 <2.0 <20 <201,020945<0.20 <10 <1023200 27,400 175,000 1,560 6.7 17.0 310 -- -- --10/4/20013,640<10 <250 <2.0 <20 <206,0208221<0.2013<10 <20220 24,700 186,000 3,200 6.1 17.0 200 -- -- --3/28/2002 1,720<10 <250 <2.0 <20 <202,820<5.0100-- <10 <10 <20400 38,500 203,000 1,450 6.7 14.0 470 -- -- --3/28/2002 2,370<10 <250 <2.0 <20 <202,820<5.0100<0.2017<10 <20287 25,600 177,000<1.0-- -- 238 -- -- --3/25/200315,300<10362<2.0 <2026 23,8008622<0.20 <10 <1045520 42,600 194,000<1.06.2 19.0 210 -- -- --10/2/2003 2,460<10646<2.0 <20 <204,080<5.0212<0.20 <10 <10 <20371 28,300 199,000<1.06.7 17.0 243 -- -- --4/28/2004 1,490<10 <250 <2.0 <20 <202,820<5.080<0.2013<10 <202591,350,000171,000<1.0-- 14.6 225 -- -- --10/26/2004 2,370<10 <250 <2.0 <20 <203,490<5.0129<0.2017<10 <20287 25,600 177,000<1.0-- -- 238 -- -- --4/27/2005 874<10 <250 <2.0 <20 <201,580<5.066<0.2016<1040254 34,400 192,000 740 -- -- 277 -- -- --10/20/2005 3,500<10252<2.0 <20107 4,230<5.072<0.2030<1071356 44,000 218,000 18,000 -- -- 317 -- -- --10/19/2006 553<10277<2.0 <20 <201,020<5.037<0.2048<10 <20389 70,400 237,000 690 -- -- 330 -- -- --Not measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeW-3(RHMW-003 / 003A, W-2A)Tables RJRT Ash LF.xlsx/Table A1-Historic Ground Water
APPENDIX A1 GROUND WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 4 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-Nitrite
Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 1 20 20 1,000 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 0.2 10 10 10 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 0.012 5 0.06 50 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard2222214/27/2007<0.10 <10262<2.0 <20 <20708<5.0 <10 <0.20 -- <10 <20452 89,400 251,000 1,510 -- -- 388 -- -- --11/19/2007 124<10263<2.0 <20 <20156<5.0 <10 <0.2065<10 <20190 53,000 293,000 860 -- -- 403 -- -- --11/19/2007 139<10254<2.0 <20 <20158<5.012<0.2065<10 <20203 64,200 278,000 880 -- -- 402 -- -- --4/30/2008<0.100 <10261<2.0 <20 <20148<5.0 <10 <0.2094<10 <20553 91,000 331,000 760 -- -- 470 -- -- --10/29/2008<0.100 <102740.3310.6<10216 3.31240.195.55.15<10474 96,000 360,000 1,040 -- -- 571 -- -- --4/30/2009 442<10368<1.0 <10 <106388.561.6<2.0154<1068.2535 199,000 399,000 940 -- -- 603 -- -- --10/12/2009 26 2.7160<1.00.9<10 <50 <5.016 0.08150<5.0 <0.30740 140,000 430,000 15,800 5.9 15.2 >99,000 9 121 2.824/20/2010870<10280<1.0 <5.0 <10940<5.049<2.0100<5.0 <0.030710 100,000 380,000 9,0006.0 12.5 644 23 264 3.7410/11/2010<250 <5.0110<1.01.3<2521<5.01.6<2.077<5.020790 89,000 310,000 4,0005.9 18.0 497 7 256 1.394/21/2011<0.0402.1140<0.1 <5.0 <1.0210<1.067<0.10100<1.0<10850 120,000 330,000 1,0005.8 13.1 399 <1 299 3.6810/18/2011380<5.0195<5.0 <5.0 <5.0262<5.022.1<0.20102<5.0 <101,100360,000413,000 7,7006.9 17.5 764 6 128 1.763/16/2012<0.10 <5.097.5<1.0 <5.0 <5.0101<5.010.2<2.01125.8<101,700 220,0001,070,0007,8005.5 14.3 755 1 126 2.369/24/2012<50 <2.787.4<50 <2.0 <2.0 <25 <4.049.1<0.1051.9<2.5 <5.01,000418,000 719,000--5.8 17.8 1,110 1.6 521 <0.014/18/2013<0.1 <0.0156.2<1.0 <5.0 <5.0 <50 <5.075.7<2.029.6<5.0 <0.01840401,000 852,00010,6005.7 14.0 1,146 1.1 -443 0.549/10/2013<0.1 <0.0145.8<1.0 <5.0 <5.0 <50 <5.098.4<2.020.0<5.0 <0.01588447,000 852,0009,2905.9 18.9 959 1.1 222 0.444/7/2014<0.100 NA39.8<1.0 <5.0 NA <50 <5.088.4NA20.4NA NA NA338,000 796,00010,1005.9 10.7 1,109 0.7 538 2.399/3/2014<0.100 NA34<1.0 <5.0 NA <50 <5.0135NA23.4NA NA NA364,000 895,000NA5.7 20.6 1,049 2.8 502 0.744/2/2015<0.100 NA32.8<1.0 <5.0 NA <50 <5.0155NA25NA NA NA449,000 932,000NA6.1 15.7 960 2.1 328 1.489/9/2015<400 NA38<5 <10 NA <100 <10280NA11NA NA NA530,000 1,000,000NA5.9 26.2 1,410 0.0 485 1.023/8/2016<40 NA30<0.1 <5 NA190<1170NA12NA NA NA320,000 750,000NA5.0 13.1 1,018 0.6 550 1.509/8/2016<40 NA29<0.1 <5 NA300<1320NA2.7NA NA NA360,000 840,000NA6.4 20.8 1,048 0.5 88 1.003/29/2017 15NA3<0.5 <5 NA310<1290NA <5 NA NA NA410,000 880,000NA6.3 15.1 1,218 2.2 180 0.7910/26/2004 2,330<10 <250 <2.0 <20 <203,170<5.0157<0.20 <10 <1024<50174,000545,0002,710 -- -- 862 -- -- --4/27/2005 203<10 <2502<20 <201,830 15 907<0.2041<1036<50590,000 840,00010,100 -- -- 1,180 -- -- --(RHMW-003B) 10/20/20053,630<10 <250 <2.0 <2029 4,290568<0.20 <10 <1075<50146,000627,00030,000 -- -- 550 -- -- --10/19/2006 135<10 <250 <2.0 <20 <209505811<0.20 <10 <1042<50318,000 750,0005,240 -- -- 739 -- -- --4/27/2007 238<10 <250 <2.0 <20 <20901<5.01,280<0.20 <10 <10 <20 <50475,000 1,050,0002,570 -- -- 1,240 -- -- --11/19/2007<0.100 <10 <250 <2.0 <20 <201,170<5.01,270<0.20 <10 <10 <20 <50582,000101,000 22,600 -- -- 1,310 -- -- --4/30/2008<0.100 <10 <250 <2.0 <20 <20505<5.01,010<0.20 <10 <10 <20 <50570,000 955,0001,180 -- -- 1,270 -- -- --10/29/2008<0.100 <1048<1.04.9<101,950<109460.07<10 <1010.5<0.05305,000 760,000830 -- -- 1,080 -- -- --4/30/2009<0.100 <1042.6<1.0 <10 <10490 10.5 999<2.09.7 1.5 8.7<50185,000827,0005,560 -- -- 1,150 -- -- --10/12/2009 39 3.6 43<1.00.9<10330<5.0880<2.0 <20 <5.0 <0.30 <0.20250,000780,00016,100 7.2 14.6 >99,000 14 -42 3.404/20/2010<0.10 <1049<1.0 <5.0 <10500<5.0970<2.0 <20 <5.0 <0.30 <0.20280,000 770,00011,200 6.8 17.5 2,320 108 -51 0.2310/11/2010<250545<5.0 <5.0 <25500<5.0980<2.09.9<5.0 <50140300,000 830,000<0.206.7 17.5 1,010 41 -25 <0.014/21/2011<0.0402.5 51<0.1 <5.0 <1.0970<1.01,200<0.1012<1.0<1085370,000 890,0001,100 6.6 15.4 956 <1 -72 0.4810/18/2011<50 <5.052<1.0 <5.0 <5.0606<5.01,320<0.20 <10 <5.0 <10 <0.20460,000 1,090,0009,700 9.5 15.0 1,750 9.4 -86 <0.013/16/2012<0.10 <5.048.5<1.0 <5.0 <5.0472<5.01,560<2.0 <10 <5.047.6<0.20559,000 533,0009,800 6.7 14.5 1,474 2.9 -35 0.799/24/2012<50 <2.745.1<50<2.0<2.0537<4.01,340<0.10<5.0<2.527.1<0.02422,000 1,050,000--7.1 16.0 1,650 3.6 -26 <0.014/18/2013<0.1 <0.0140.3<1.0 <5.0 <5.0397<5.0743<2.0 <0.01 <5.0 <0.01 <0.02248,000623,00016,8006.6 14.9 961 0.0 -71 0.479/10/2013<0.1 <0.0143.2<1.0 <5.0 <5.0258<5.0448<2.0 <0.01 <5.0 <0.01 <0.02120,000 421,0006,5807.2 19.3 1,380 9.2 -43 <0.014/7/2014<0.100 NA46.6<1.0 <5.0 NA772<5.0540NA<10NANANA123,000 396,00049,0006.9 16.1 987 0.0 -92 0.389/3/2014<0.100 NA48.4<1.0 <5.0 NA321<5.0452NA12.5NA NA NA18,100 403,000NA6.9 16.2 988 1.4 -87 2.014/2/2015<0.100 NA47.8<1.0 <5.0 NA3,070<5.0520NA<10NANANA79,400 415,000NA7.2 16.0 500 8.5 123 0.749/9/2015<400 NA42<5 <10 NA170<10570NA<20NANANA110,000 390,000NA6.7 27.2 670 0.0 -7 0.963/8/2016<40 NA50<0.1 <5 NA680<1440NA2.3NA NA NA73,000 390,000NA7.3 13.0 596 6.0 62 0.23W-3BTables RJRT Ash LF.xlsx/Table A1-Historic Ground Water
APPENDIX A1 GROUND WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 5 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-Nitrite
Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 1 20 20 1,000 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 0.2 10 10 10 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 0.012 5 0.06 50 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard2222219/8/2016<40 NA45<0.1 <5 NA340<1380NA <1 NA NA NA71,000 380,000NA7.3 21.4 538 0.4 62 0.70Dup-2 9/8/2016<40 NA46<0.1 <5 NA350<1380NA1.1NA NA NA74,000 370,000NA-- -- -- -- -- --3/29/2017 8.9NA44<0.5 <5 NA400<1440NA <5 NA NA NA110,000 410,000NA7 14 687 1 157 1DUP 3/29/2017 8.2NA46<0.5 <5 NA400<1470NA <5 NA NA NA110,000 340,000NA-- -- -- -- -- --4/4/19959,720<10 <250 <2.0 <20 <2015,6007564<0.20 <10 <10581,000 7,880 231,000 136,000 6.1 19.0 234 -- -- --9/17/19974,420<10 <2502<20 <2010,0006406<0.20 <10 <10190550 8,860 212,000 3,190 7.5 18.0 366 -- -- --(Background)3/27/1998 3,410<10 <250 <2.0 <20 <206,250<5.0 -- <0.20 <10 <1044<507,120 226,000 2,690 6.7 19.2 390 -- -- --9/30/1998 219<10 <250 <2.0 <20 <201,610<5.0299<0.20 <10 <10 <20 <506,420 200,000 7,260 5.9 21.0 322 -- -- --3/31/1999 637<10 <250 <2.0 <20 <202,150<5.0285<0.20 <10 <10 <20 <505,710 202,000 8,530 6.5 16.0 279 -- -- --9/29/1999 127<10 <250 <2.0 <20 <201,4405271<0.20 <10 <1024<50 <5.0207,000 2,850 6.4 18.0 315 -- -- --3/16/2000<0.100 <10 <250 <2.0 <20 <201,470<5.0298<0.20 <10 <10 <20 <50 <5.0191,000 6,050 -- -- --9/15/2000 165<10 <250 <2.0 <20 <201,090<5.0252<0.20 <10 <10 <2080 5,300 241,000 15,500 6.2 17.0 310 -- -- --3/23/2001 2,750<10 <2504<20 <209,910 16 447<0.20 <10 <1028<506,530 219,000 5,990 6.4 16.0 240 -- -- --10/4/2001 204<10 <250 <2.0 <20 <209157229<0.20 <10 <10 <20 <0.05 <5.0186,000 7,800 6.3 20.0 300 -- -- --3/28/2002<0.100 <10 <250 <2.0 <20 <201,460<5.0212-- <10 <10 <20 <505,160 196,000 1,680 6.2 14.0 190 -- -- --10/3/2002<0.100 <10 <250 <2.0 <20 <201,130<5.0237<0.20 <10 <1029<505,080 202,000 4,070 6.1 19.0 280 -- -- --3/25/2003<0.100 <10 <250 <2.0 <20 <20976<5.0212<0.20 <10 <10 <20 <506,050 185,000 1,610 6.2 16.0 260 -- -- --10/2/2003 1,920<10 <250 <2.0268 24 3,220<5.0154<0.20 <10 <10440207 95,000 466,000 34,000 7.3 19.0 661 -- -- --4/28/2004 1,160<10 <250 <2.030 26 917737<0.20 <10 <10149137370,000 692,000139,000 -- 14.7 937 -- -- --(Background) 10/26/2004 790<10 <250 <2.089 32259<5.012<0.20 <10 <108796 116,000630,00079,200 -- -- 917 -- -- --Replaced W-4 4/27/2005 389<10 <250 <2.0 <20 <20 <1005<10 <0.20 <10 <1056<5087,500565,00013,200 -- -- 932 -- -- --9/2003 10/20/2005<0.100 <10 <250 <2.0 <2040 355.7<5.0 <10 <0.20 <10 <106064 35,400553,00027,000 -- -- 939 -- -- --10/19/2006 529<10 <250 <2.0 <20 <2077<5.012<0.20 <10 <1066<5046,400 471,000 29,300 -- -- 655 -- -- --4/27/2007 2,660<10 <250 <2.029<202,790<5.0106<0.20 <10 <10168<5029,500 442,000 8,840 -- -- 776 -- -- --11/19/2007 627<10 <250 <2.0 <20 <20711<5.024<0.20 <10 <1038<5011,200 431,000 8,980 -- -- 694 -- -- --4/30/2008<0.100 <10 <250 <2.0 <20 <20 <0.100 <5.0 <10 <0.20 <10 <1037<50 <10.0392,000 5,610 -- -- 615 -- -- --10/29/2008 235<1035.8 0.41 6.8<10268<109.3<0.20 <10 <1067<50 <10.0393,000 4,130 -- -- 724 -- -- --4/30/2009 139<1036.6<1.07<1033.1 2.9 1.5<2.08.1<1033.2<5010,500 463,000 10,300 -- -- 807 -- -- --10/12/2009 140 2.3 28<1.05.5 4.3 44<5.01.7<2.046<5.0 <0.300 <0.20017,000 380,000 11,100 10.6 18.9 1,020 33 -243 0.164/20/20101,700<1059<1.0400 14 3,200<5.087<2.0 <20 <5.069<0.2016,000 450,000 9,10010.7 18.9 930 209 -227 0.0310/11/2010320<5.037<1.0420 19 2,800<5.056<2.0 <5.0 <5.063120 13,000 410,000 3,90010.6 17.7 816 36 -250 <0.014/22/2011260 1.2 33<1.019071,0001.3 28<0.101.1<1.01721 16,000 410,000 3,80011.1 13.9 562 10 -189 1.0110/18/2011421<5.026.9<1.060.9 89 311<5.06.8<2.0<10 <5.060.1<0.2011,000 414,000 6,10012.2 18.1 1,040 9 -313 0.373/16/2012221<5.044.7<1.08.5<5.083<5.0 <5.0<2.0<10 <5.010.1<0.2011,400 499,000 5,20011.2 17.3 845 2 -234 0.389/26/2012 202<2.737.3<5023.6<2.0162<4.0<2.5<0.10<5.0<2.514.1<0.0212,200 317,000--11.4 16.3 667 8.9 -21 <0.014/19/2013 517<0.0141.1<1.018.3<5.0277<5.06.4<2.0 <0.01 <5.021.2<0.0212,200 334,0004,90010.4 15.8 620 8.6 -451 0.409/11/2013 312<0.0146.9<1.021.7<5.0397<5.07.7<2.0 <0.01 <5.019.4--12,100 335,0004,39010.6 17.9 506 6.9 83 0.714/9/2014 154NA42.2<1.06.9NA141<5.0<5.0NA<10NANANA12,400 304,0004,70010.9 15.1 634 4.2 -43 1.239/5/2014<0.100 NA33.7<1.0 <5.0 NA <50 <5.0<5.0NA<10NANANA11,800 337,000NA10.8 15.7 637 3.9 -37 1.194/2/2015<0.100 NA35.4<1.09.4NA72.6<5.0<5.0NA<10NANANA11,700 314,000NA10.3 16.3 555 2.6 -142 2.749/8/2015 570NA37<5110NA900<1023NA<20NANANA11,000 280,000NA10.2 21.3 496 22.7 -59 1.953/9/2016<400 NA35<0.118NA230<1 <5 NA <1 NA NA NA12,000 270,000NA10.1 16.4 465 7.3 -81 0.489/6/2016 62NA37<0.1 <5 NA110<1 <5 NA <1 NA NA NA9,900 260,000NA10.1 16.4 754 2.0 -106 0.703/28/2017 530NA76<0.536NA9900.5 17NA <5 NA NA NA10,000 220,000NA9.8 15.5 437 9.9 -67 0.59W-6W-4(damaged & replaced 2003 with W-6)Tables RJRT Ash LF.xlsx/Table A1-Historic Ground Water
APPENDIX A1 GROUND WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 6 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-Nitrite
Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 1 20 20 1,000 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 0.2 10 10 10 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 0.012 5 0.06 50 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard2222211/6/2011-- --110<0.1 <5.0 --200<10120--<10------9,300 200,000--7.1 15.4 298 5 83 2.004/21/2011 92<1.080<0.1 <5.0 <1.0520<1.0160<0.10<1.0<1.0<1044 6,600 190,000<1.07.3 15.2 301 <1 12 0.629/25/2012 318<2.777.3<50<2.0<2.0628<4.0173<0.10 <5.0 <2.5 <5.0 <0.026,200 206,000--8.1 15.1 403 18.2 46 <0.014/18/2013 403<0.01140<1.0 <5.061,460<5.0146<2.0 <0.01 <5.0 <0.01 <0.0210,200 173,00029,0006.9 15.7 271 17.1 -448 1.709/11/2013 257<0.01112<1.0 <5.0 <5.0950<5.0124<2.0 <0.01 <5.0 <0.01 --8,100<253,3107.4 16.2 271 7.7 4 0.874/9/2014 427NA131<1.0 <5.0 NA1,830<5.097.1NA<10NANANA11,200 181,0003,5006.8 15.6 265 21.3 119 2.879/5/2014 797NA81.1<1.0 <5.0 NA1,580<5.0189NA<10NANANA6,400 220,000NA7.5 15.9 289 8.1 10 1.354/2/2015 402NA136<1.0 <5.0 NA1,970<5.069.6NA<10NANANA10,800 169,000NA7.5 15.9 284 9.4 6 2.199/9/2015 380NA78<528NA1,600<10150NA<20NANANA5,700 170,000NA6.7 18.7 349 5.9 23 4.643/9/2016 800NA140<0.116NA3,800<1100NA <1 NA NA NA11,000 110,000NA7.0 14.1 284 40.4 115 1.879/6/2016 260NA130<0.1 <5 NA1,800<153NA <1 NA NA NA9,800 89,000NA7.1 16.8 206 20.5 89 3.103/28/2017 500NA130<0.528NA3,6000.93110NA <5 NA NA NA8,900 160,000NA6.9 15.3 280 42.9 12 1.901/6/2011-- --3300.12<.0050 --2,900<1065--<10------73,000 210,000--7.5 14.8 300 50 182 7.884/20/2011 390 1.2180<0.1 <5.0 <1.0940<1.020<0.108.9<1.0<10240 68,000 240,000 1,100 5.7 15.1 391 133 203 7.069/26/2012 643<2.7166<5025.27.7777<0.004064<0.10<5.0<2.5151250 86,800 242,000--6.1 20.5 382 6.2 158 5.94/18/20135,940<0.01465<1.086.4 85.6 9,760<5.0220<2.0 <0.01 <5.0122290 95,000 247,0005,2005.8 19.5 330 9.6 -428 5.39/10/2013 1,180<0.01407<1.041.7 40 1,900<5.037.1<2.0 <0.01 <5.067.1290 101,000 244,0005,6005.7 21.8 310 9.3 95 6.04/9/2014 1,670NA147<1.07.5NA2,940<5.086.5NA<10NANANA98,800 263,0004,9005.6 18.1 371 11.9 195 5.99/3/2014 318NA136<1.0 <5.0 NA463<5.023.0NA13.4NA NA NA114,000 300,000NA5.4 14.8 329 8.4 154 5.94/2/2015 873NA206<1.042.7NA1,410<5.026.9NA11.5NA NA NA62,700 219,000NA5.9 21.6 340 39.9 68 4.69/9/2015 840NA160<584NA1,200<10180NA<20NANANA96,000 240,000NA5.8 31.2 322 35.6 125 3.63/9/2016 2,700NA290<0.1310NA4,8001.9290NA6.4NA NA NA65,000 230,000NA6.2 15.6 332 87.0 85 5.29/7/2016 1,900NA280<0.17.9NA4,100<160NA4.0NA NA NA64,000 200,000NA6.3 20.1 240 9.6 98 6.53/28/2017 1,700NA380<0.599NA3,300158NA6.7NA NA NA66,000 170,000NA5.7 19.9 275 21.5 177 5.71/5/2011-- --27<0.1 <5.0 --440<1032--<10------16,000 150,000--8.4 15.9 274 119 22 <0.014/20/2011 83<1.039<0.1 <5.0 <1.0170<1.023<0.10<1.0 <1.0<1042 10,000 130,000<1.08.8 16.8 286 121 -10 0.459/26/2012 116<2.7102<5010<2.0108<0.004010.1<0.10 <5.0 <2.5 <5.0 <0.028,800 149,000--11.0 16.3 350 7.9 12 <0.014/19/2013 281<0.01115<1.08.5<5.0157<5.08<2.0 <0.01 <5.0 <0.01 <0.029,300 155,0002,4009.6 16.5 286 9.7 -455 0.229/10/2013 114<0.0194<1.0 <5.0 <5.068.6<5.0 <5.0 <2.0 <0.01 <5.0 <0.01 <0.029,100 169,0002,41010.5 16.5 272 4.0 -73 0.274/9/2014<0.100 NA54.8<1.0 <5.0 NA <50 <5.0 <5.0 NA <10 NA NA NA11,100 204,0003,1009.4 14.4 257 4.7 -421 0.189/4/2014 134NA60.2<1.0 <5.0 NA222<5.07.3NA<10NANANA11,100 212,000NA9.7 19.9 303 11.2 33 3.544/3/2015<0.100 NA113<1.0 <5.0 NA <50 <5.0 <5.0 NA <10 NA NA NA9,100 279,000NA11.7 16.8 982 3.6 -184 0.709/8/2015 110NA100<53.7NA41<101.4NA<20NANANA9,100 280,000NA11.8 19.2 856 7.0 -177 1.673/8/2016 90NA89<0.1 <5 NA83<1 <5 NA <1 NA NA NA10,000 290,000NA12.2 16.9 888 3.2 -167 0.359/6/2016 74NA97<0.1 <5 NA39<1 <5 NA <1 NA NA NA8,400 260,000NA11.8 16.6 754 2.0 -106 0.703/28/2017 99NA100<0.511NA81<11.3NA <5 NA NA NA9,300 260,000NA11.6 17.6 862 2.7 48 0.224/29/1988 152<0.011598<0.0165757<0.024314<0.20 <5.0 <0.0145761,520 37,000 500,000 1,280 6.9 -- -- -- -- --7/13/1989-- <10100<0.008 -- <20 -- <0.100 -- <0.20 <5.0 <0.006 -- -- -- -- ---- -- -- -- -- --9/6/1990-- <1090<1.0 <10 -- --9.9--<0.20<5.0<5.0----------6.8----------10/23/1991 130<10 <0.080 <2.00<20620<5.01,230<0.20 <5.0 <103,31050460,000 850,0008,000 6.4 15.1 1,247 -- -- --8/10/2009-- --35<1.0 <5.0 --4,800<5.01,800--<20------680,000----7.0 15.3 2,860 32 13 <0.01W-8W-9PW-1W-7Open borehole 42'-341'Tables RJRT Ash LF.xlsx/Table A1-Historic Ground Water
APPENDIX A1 GROUND WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 7 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-Nitrite
Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 1 20 20 1,000 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 0.2 10 10 10 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 0.012 5 0.06 50 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard222221Packer interval - 95'-115'5/14/2010<0.100 <1034<1.0 <5.0 <102,900<5.02,000<0.20 <20 <5.0560--800,000 1,900,000--6.8 15.0 2,430 217 -20 14.9Packer interval - 180'-200'5/14/2010<0.100 <1044<1.0 <5.0 <106,3009.42,400<0.20 <20 <5.021,000--940,000 2,100,000--6.8 16.1 2,570 166 -50 13.2Packer interval - 250'-270'5/13/2010<0.100 <1046<1.0 <5.0 <106,800<5.02,500<0.20 <20 <5.05,100--1,000,000 2,100,000--6.7 16.5 2,580 215 -54 13.5Packer interval - 300'-326'5/13/2010 Dry, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --Open borehole - 21'-326'4/21/2011 2801146<0.1 <5.0 <1.04,400<1.03,000<0.1054<1.0 <10 <20920,000 2,000,0002,100 6.2 16.6 2,250 <1 24 0.609/26/2012 1,060<2.752.2<50<2.0<2.04,280<0.00402,780<0.10<5.0<2.513.54501,190,000 2,980,000--6.8 15.9 2,890 8.7 2.0 <0.014/18/2013 1,080<0.0155.4<1.0 <5.0 <5.03,830<5.02,700<2.0 <0.01 <5.010.16301,080,000 1,940,00014,2006.2 16.2 2,401 3.0 -453 0.609/10/2013 1,010<0.0152.4<1.0 <5.0 <5.05,680<5.02,990<2.0 <0.01 <5.018.8<0.021,150,000 2,240,00020,5006.2 17.7 2,191 5.2 44 0.404/7/2014 628NA48.9<1.0 <5.0 NA4,780<5.03,130NA<10NANANA914,000 1,980,00016,6006.2 15.3 2,689 3.2 41 0.839/5/2014 1,370NA32.3<1.08.4NA6,160<5.03,080NA49.9NA NA NA1,010,000 2,260,000NA6.1 16.7 2,552 5.7 -16 3.934/2/2015 195NA45<1.0 <5.0 NA435<5.0595NA62.3NA NA NA1,010,000187,000NA6.0 21.6 241 6.6 332 4.599/9/2015 410NA54 0.8 8.3NA5,000<103,400NA<20NANANA990,000 2,100,000NA6.3 26.1 2,220 0.0 1 0.493/8/2016 420NA51<0.18.8NA5,000<13,500NA <1 NA NA NA940,000 2,100,000NA6.4 14.3 2,524 3.1 39 0.409/6/2016 250NA42 0.12<5.0 NA5,300<13,300NA2.5NA NA NA840,000 1,900,000NA6.7 17.9 2,080 1.6 -2 0.803/28/2017 61NA39<0.519NA4,200<13,300NA3.8NA NA NA840,000 1,900,000NA6.4 15.8 2,342 3.4 42 0.311/4/2011-- --81<0.1 <5.0 --1,600<1078--<10------98,000 180,000--4/20/2011 40<1.063<0.1 <5.01.92,7001.6110<0.10 <1.0 <1.0 <10110 30,000 100,000 4,2009/25/2012<50 <2.799.7<50<2.0<2.0138<0.0040119<0.10<5.0<2.5<5.01,900319,000 806,000--4/17/2013 182<0.0164.3<1.0 <5.0 <5.0200<5.055.6<2.0 <0.01 <5.0 <0.01240 95,500 217,0005,0009/10/2013<0.1 <0.0182.7<1.0 <5.0 <5.072.1<5.017.8<2.0 <0.01 <5.0 <0.011,580 179,000 485,0006,5304/6/2014<0.100 NA56.7<1.0 <5.0 NA148<5.028.3NA<10NANANA98,9001,430,0005,0009/3/201452,800NA778<1.0280NA69,200 27 3,130NA<10NANANA162,000503,000NA4/1/2015<0.100 NA60.1<1.0 <5.0 NA87<5.011.4NA<10NANANA91,900 290,000NA8.13 16.48 509 2.19 17.40 7.519/8/2015-- -- -- -- -- -- -- -- -- --3/7/201672,000NA1,100<0.5220NA110,000 58 2,800NA <5 NA NA NA110,000 260,000NA9/7/2016 Dry, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --3/27/2017 Dry, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --1/4/2011-- --120<0.1 <5.0 --770<10410--<10------180,000 360,000--4/20/20114,200<1.09.9<0.16.9 2.77,4003.44100.14<1.0 <1.0 <10100 82,000 250,000 6,7009/25/2012<50 <2.7113<50<2.0<2.0106<0.004038.9<0.10<5.0<2.5<5.02,000306,000 767,000--4/17/2013 222<0.0163.7<1.0 <5.0 <5.0247<5.028.4<2.0 <0.01 <5.0 <0.01180 98,200 197,0004,6009/10/2013<0.1 <0.0183.9<1.0 <5.0 <5.083.8<5.013.8<2.0 <0.01 <5.0 <0.011,690 169,000 455,0006,2504/6/2014 114NA54<1.0 <5.0 NA180<5.012NA<10NANANA93,800 255,0004,0004/1/2015<0.100 NA58.4<1.0 <5.0 NA159<5.09.7NA<10NANANA82,200 267,000NA8.15 15.93 466 3.17 18.70 8.059/8/201541,000NA560 9.5 66NA85,000 30 9,600NA<20NANANA97,000 340,000NA3/7/201649,000NA810 3.4 69NA110,000 34 16,000NA <5 NA NA NA38,000 140,000NA9/7/2016 1,900NA230 1.3<5.0 NA19,0008.54,500NA <5 NA NA NA59,000 240,000NA3/27/2017 1,100NA270 7.5 20NA33,0008.16,400NA <5 NA NA NA63,000 210,000NA1/5/2011-- --140<0.19.4--14,000<101,700--<10------24,000 140,000--4/21/2011<0.04 <1.055<0.1 <5.0 <1.06,700<1.0560<0.10 <1.0 <1.0 <1049 25,000 100,000 3,0009/25/2012<Could not be located, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --4/17/2013 914<0.0155.7<1.0 <5.0 <5.01,090<5.010.2<2.0 <0.01 <5.0 <0.01 <0.0230,500 87,000 3,2009/9/2013<0.1 <0.0168.6<1.0 <5.0 <5.0179<5.07.2<2.0 <0.01 <5.0 <0.0167.5 45,200 158,000 13,3004/6/2014 205NA51.2<1.0 <5.0 NA265<5.0 <5.0 NA <10 NA NA NA25,200 119,000 2,500Not measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargePZ-3PZ-1PZ-2Replaced PZ-1 3/2016Not sampled due to blockage in casing. Adjacent surface water sample collected, SS-35. PZ was replaced before April 2016 sampling event.Not measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeTables RJRT Ash LF.xlsx/Table A1-Historic Ground Water
APPENDIX A1 GROUND WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 8 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-Nitrite
Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 1 20 20 1,000 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 0.2 10 10 10 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 0.012 5 0.06 50 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard2222219/4/2014<0.100 NA80<1.0 <5.0 NA233<5.062.5NA<10NANANA37,300 177,000NANot measured - insufficient sample volume due to limited recharge4/1/2015 143NA57.9<1.0 <5.0 NA335<5.05.4NA<10NANANA30,400 105,000NA10.39 10.78 178 4.58 12.00 9.919/8/2015 110NA82<5 <10 NA180<1017NA<20NANANA56,000 210,000NA3/7/201616,000NA200 1.9 20NA56,00010400NA <1 NA NA NA18,000 49,000NA9/7/2016Not sampled due to being washed out. Well casing found downstream of or-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/27/2017Not sampled due to being washed out. Well casing found downstream of or-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --1/5/2011-- --170<0.112--10,000<1089--<10------46,000 190,000--4/21/2011 170<1.058<0.1 <5.0 <1.0450<1.015<0.10 <1.0 <1.0 <1052 24,000<102,3009/25/2012 168<2.781.7<50<2.0<2.0285<0.004040.5<0.10 <5.0 <2.5 <5.0 <0.0258,400 181,000--4/17/2013 889<0.0153.7<1.0 <5.0 <5.01,050<5.012.4<2.0 <0.01 <5.0 <0.01 <0.0230,000 89,0003,3009/9/2013 155<0.0161.7<1.0 <5.0 <5.0307<5.015.8<2.0 <0.01 <5.0 <0.0154 31,500 131,0003,5304/6/2014 295NA53.3<1.0 <5.0 NA399<5.05.1NA<10NANANA24,200 113,0002,5009/4/2014<0.100 NA77.5<1.0 <5.0 NA394<5.052.4NA<10NANANA41,200 183,000NA4/1/2015 133NA54.6<1.0 <5.0 NA249<5.0 <5.0 NA <10 NA NA NA27,200 105,000 9.98 162 4.21 16.60 8.919/8/2015Not sampled due to insufficient water column. Adjacent surface water sample collected, SS-75-- -- -- -- -- -- -- -- -- -- -- -- -- -- --3/7/2016160,000NA2,500 14 200NA160,000 51 3,000NA <5 NA NA NA45,000 160,000NA9/7/2016 Dry, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --3/27/2017 Dry, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --1/5/2011-- --92<0.1 <5.0 --1,300<101,300--<10------130,000510,000--4/21/20115,300<1.081<0.11014 13,0002.9710<0.102.2<1.02060 85,000 230,000 11,0009/25/2012<Dry, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --4/17/2013<Dry, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --9/9/2013<Dry, no sample collected -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --4/6/2014<0.100 NA66<1.0 <5.0 NA128<5.0 <5.0 NA <10 NA NA NA115,000 270,000 3,5009/4/2014 143NA129<1.0 <5.0 NA877<5.0567NA12.9NA NA NA306,000 765,000NA4/1/2015 494NA83.4<1.0 <5.0 NA769<5.082.3NA<10NANANA153,000 339,000NA7.04 10.53 516 1.06 34.00 7.179/8/2015-- -- -- -- ---- -- -- -- -- -- -- -- -- -- -- --3/7/201641,000NA2,500 52<130 NA1,300,000 27 32,000NA<25NANANA63,000 150,000NA9/7/2016 740NA58 0.27<5.0 NA6,800<1120NA<25NANANA28,000 110,000NA3/27/201710,000NA510 5.8 30NA300,0005.81,100NA<25NANANA150,000 350,000NAAll concentrations in micrograms per liter (ug/L) unless otherwise notedBold indicates exceedance of Solid Waste Section Limits (SWSL) Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC NE - Not established1 - No 2L standard established. NCDWM SWS Groundwater Protection presentedGray background indicates exceedance of NC Ground Water Standard discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).-- - Not sampled2 - No freshwater aquatic life standard established. Water Supply criteria presentedNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargePZ-5PZ-4Not measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeCould not be located. Adjacent surface water sample collected, SS-65. Not measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeNot measured - insufficient sample volume due to limited rechargeTables RJRT Ash LF.xlsx/Table A1-Historic Ground Water
APPENDIX A2SURFACE WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 1 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Nitrate-nitrogen
Sulfate
Dissolved Solids
Total Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.004/29/88<152 <10118 8<16 <1986<24 <14220 64,000 220,000 2,810 6.8 -- -- -- -- --07/13/89-- <10100<2.0<20----<5.0------------ -- -- -- -- --(RHSS-001)09/06/90-- <1064<1.0 -- -- -- <2.5 -- -- -- -- --7.9----------09/21/90140<10 <804.8<40 <20200<5.0 <20520 40,000 352,000 12,000 7.2 11.6 490 -- -- --10/23/91109<10 <80 <2.0 <20 <20 <100 <5.0 <20150 108,000 248,000 12,000 7.9 17.2 381 -- -- --03/25/924,150<10 <803.4<20 <205,000 15.8 64250 9,400 185,000 14,000 5.8 11.3 126 -- -- --09/29/92<100 <10 <100 <2.0 <40 <20160<5.085190 84,000 241,000 2,000 5.7 13.8 356 -- -- --03/31/93<200 <10 <100 <2.0 <20 <20400<5.0771,340 70,400 127,000 2,000 5.9 13.0 207 -- -- --09/17/93240<10 <125 <2.0 <20 <20598<5.028 450 77,400 251,000 3,000 7.1 20.9 360 -- -- --03/30/94220<10 <120 <2.0 <20 <20873<5.030 250 30,600 108,000 5,000 5.9 14.0 380 -- -- --09/30/941,300<10 <250 <2.0 <20 <201,690684430 64,800 255,000 30,000 7.1 19.1 332 -- -- --03/31/953,580<10 <250 <2.0 <20 <202,440<5.0106190 48,900 211,000<5.07.8 13.9 290 -- -- --09/29/95200<10 <250 <2.0 <20 <203587 38 500 70,000 264,000 3,740 5.2 13.9 458 -- -- --03/30/96279<10 <250 <2.0 <20 <20547<5.014 185 31,300 129,000 1,790 6.7 11.0 193 -- -- --09/27/96125<10 <250 <2.0 <20 <20300 5 21 290 56,100 225,000 2,360 7.7 19.0 336 -- -- --03/29/97307<10 <250 <2.0 <20 <20552<5.016 225 30,000 138,000 3,040 7.6 16.0 94 -- -- --09/17/97476<10 <250 <2.0 <20 <20835<5.040 625 47,400 224,000 1,670 7.9 19.0 319 -- -- --03/27/98190<10 <250 <2.0 <20 <20685<5.012 680 38,700 163,000 5,230 7.6 18.6 473 -- -- --09/30/98126<10 <250 <2.0 <20 <205406 33 300 28,000 177,000 4,090 7.2 18.0 322 -- -- --03/31/99239<10 <250 <2.0 <20 <20332<5.044 120 63,200 191,000 2,490 7.1 16.0 247 -- -- --09/29/991,530<10 <250 <2.0 <20 <203,33058890 23,200 143,000 8,810 7.8 16.0 308 -- -- --09/15/00327<10 <250 <2.0 <20 <20166<5.038 160 26,100 157,000 5,080 7.3 19.0 410 -- -- --03/16/00117<10 <250 <2.0 <20 <201,940<5.0922199 50,900 202,000 3,780 -- -- -- -- -- --03/23/01<100 <10 <250 <2.0 <20 <20158<5.010<5026,100 113,000 2,810 6.9 16.0 150 -- -- --10/04/01116<10 <250 <2.0 <20 <20 <100 <5.029 300 99,000 343,000 5,300 7.4 19.0 440 -- -- --03/28/02<100 <10 <250 <2.0 <20 <20201<5.010 320 41,900 177,000 3,180 7.0 11.0 400 -- -- --10/03/02317<10 <250 <2.0 <20 <20767<5.052750 73,300 300,000 3,070 19.0 330 -- -- --03/25/03673<10 <250 <2.0 <20 <20607<5.024 115 31,600 119,000 2,080 6.9 18.0 440 -- -- --10/02/03<100 <10 <250 <2.0 <20 <20705<5.072446 29,400 181,000 2,380 6.3 15.0 249 -- -- --04/28/04<100 <10 <250 <2.0 <20 <20179<5.080374 70,400 176,000 2,060 -- 11.7 281 -- -- --10/26/04145<10 <250 <2.0 <20 <20132<5.036 209 58,800 217,000 2,620 -- -- 397 -- -- --04/27/05<100 <10 <250 <2.0 <20 <20105<5.011 149 41,400 174,000 2,150 -- -- 294 -- -- --10/20/05347<10 <250 <2.0 <2084 453<5.015 288 47,600 213,000 9,500 -- -- 232 -- -- --10/19/06937<10 <250 <2.0 <20 <201,630<5.0130226 59,200 168,000 2,970 -- -- 423 -- -- --04/27/07446<10 <250 <2.0 <20 <201,240<5.018 188 27,400 128,000 3,600 -- -- 209 -- -- --11/19/07<100 <10 <250 <2.0 <20 <20104<5.011 117 61,500 243,000 3,540 -- -- 371 -- -- --04/30/08170<10 <250 <2.0 <20 <20242<5.021 238 56,300 171,000 2,690 -- -- 260 -- -- --10/29/08<100 <1056.4 0.3<103 20.6<106 229 76,300 254,000 2,870 -- -- 392 -- -- --04/30/09<100 <1064.8<1.0 <10 <1077.8 5.4 8.3 302 52,300 211,000 4,470 -- -- 325 -- -- --08/26/09-- --72<1.0 <5.0 --160<5.014--45,000-- --8.1 22.0 1,490 10.0 94 9.110/12/09892.7 63<1.00.8 1.1 86<5.07.3 37049,000 240,000 8,600 7.8 13.1 2,380 8.9 160 12.704/19/10190<1064<1.0 <5.0 <10240<5.012 400 33,000 190,000 4,9008.1 12.0 557 63.1 199 10.710/11/1052 1.1 71<1.01.6<0.025160<5.016 640 40,000 240,000 3,3007.8 16.5 455 8.0 107 12.804/20/1162<1.066<0.1 <5.0 <1.0280<1.013 300 30,000 140,000 3,4007.6 18.0 270 4.0 211 9.710/18/11153<5.076.7<1.0 <5.0 <5.0190<5.09.6 250 39,200 210,000 5,7007.5 16.9 289 8.3 236 9.6NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water StandardSS-01Surface Water - Upstream222221Tables RJRT Ash LF.xlsx/Table A2-Historic SurfaceWater
APPENDIX A2SURFACE WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 2 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Nitrate-nitrogen
Sulfate
Dissolved Solids
Total Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard22222103/16/12170<5.082.5<1.0 <5.0 <5.0238<5.011<0.2037,400 221,000 4,8007.8 15.7 359 2.5 -27 11.309/24/12147<2.794.1<50 <2.0 <2.0146<4.010.2 450 47,700 257,000--7.7 15.7 589 21.3 153 8.704/17/13366<1073.5<1.0 <5.0 <5.0492<5.012.4 140 29,000 131,000 4,400 8.0 20.9 297 4.9 76 6.909/09/13179<1087.1<1.0 <5.0 <5.0240<5.018.1 470 41,700 203,000 7,210 8.4 20.6 347 5.4 -173 9.404/06/14<100 NA62.2<1.0 <5.0 NA137<5.060.6NA70,000 224,000 4,100 7.9 9.6 381 5.1 142 11.709/03/14122NA82.6<1.0 <5.0 NA264<5.064.7NA93,400 339,000NA8.0 21.1 396 8.0 47 7.304/01/15146NA72.2<1.0 <5.0 NA291<5.058.6NA69,100 216,000NA7.8 17.1 552 3.1 40 9.709/09/157,600NA190<511NA12,0006.2660NA93,000 280,000NA-- -- -- --03/08/16240NA63<0.1 <5 NA350<120NA29,000 93,000NA8.9 9.1 440 NM 98.1 12.309/07/1657NA72<0.1 <5 NA210<15.2NA32,000 210,000NA8.6 21.9 298 3.6 49.0 8.1(Dup-01) 09/07/1671NA67<0.1 <5 NA220<16.3NA35,000 200,000NA-- -- -- -- -- --03/27/1716061<0.5 <5 NA1,400<1800NA460,000 1,000,000NA7.6 17.0 1.3 0.0 68.0 10.6resample 05/09/17590NA57<0.5 <5660<16.8NA23,000 150,000NA Not measured - see 3/27/17 field parameters-- --09/21/90130<10944.6<20 <20100<5.0 --1,140 47,000 141,000 15,000 7.5 14.6 607 -- -- --10/23/91-- <10170<2.0 <20 <20820<5.07111,020490,000 806,00010,000 7.8 18.0 1,280 -- -- --RHSS-00203/26/927,650<10 <2502.1<20 <208,070 12.9 130250 13,100 149,000 12,000 6.0 11.5 111 -- -- --09/30/92330<10 <250 <2.0 <20 <20 -- <5.0 --550 183,000 474,000 3,000 6.1 15.1 778 -- -- --03/31/93208<10 <250 <2.0 <20 <20675<5.0327350 70,400 185,000 4,000 5.8 14.1 341 -- -- --09/17/93470<10 <250 <2.0 <20 <201,270<5.07222,300 154,000523,0004,000 7.5 22.2 754 -- -- --03/30/94220<10 <250 <2.032<201,120<5.0117320 40,000 143,000--6.0 14.4 692 -- -- --09/30/94120<10 <250 <2.0 <2028 470<5.0356325 135,000 397,000 37,900 7.4 18.6 573 -- -- --03/31/95165<10 <250 <2.0 <20 <20526<5.0332750 102,000 342,000--7.9 14.5 496 -- -- --09/29/95406<10 <250 <2.0 <20 <201,02065981,030 155,000505,0002,680 5.6 13.5 1,095 -- -- --03/30/96426<10 <250 <2.0 <20 <20787<5.0250190 30,600 198,000 2,990 6.5 12.0 282 -- -- --09/27/96 61<10 <250 <2.0 <20 <20227 10262750 147,000 409,000 3,190 7.6 20.0 613 -- -- --03/29/97209<10 <250 <2.0 <20 <20644<5.0246450 72,800 255,000 2,470 7.8 16.0 224 -- -- --09/17/97165<10 <250 <2.0 <20 <2042863332,210 160,000562,0002,430 7.8 18.0 826 -- -- --03/27/98220<10 <250 <2.0 <20 <20960<5.0363550 94,200 324,000 3,960 7.8 17.5 724 -- -- --09/30/98100<10 <250 <2.0 <20 <20595<5.03511,550 89,200 444,000 6,850 7.4 19.0 368 -- -- --03/31/99129<10 <250 <2.0 <20 <20947<5.05871,550 204,000 420,000 3,260 7.4 17.0 340 -- -- --09/29/991,380<10 <250 <2.0 <20 <203,030<5.0147160 45,700 173,000 8,100 7.6 17.0 623 -- -- --09/15/00283<10 <250 <2.0 <20 <20225<5.04161,240 170,000 439,000 6,580 7.4 20.0 640 -- -- --03/16/00<100 <10 <250 <2.0 <20 <20960<5.04641,180 175,000 500,000 3,750 -- -- -- -- -- --03/23/01108<10 <250 <2.0 <20 <20260 7135103 71,900 224,000 3,080 6.6 16.0 170 -- -- --10/04/01166<10 <250 <2.0 <20 <2074689106,320421,000 1,250,00027,000 7.2 19.0 680 -- -- --03/28/02121<10 <250 <2.0 <20 <20502<5.0206320 127,000 405,000 2,970 7.4 11.0 510 -- -- --10/03/02220<10 <250 <2.0 <20 <20494<5.05491,110266,000 517,0004,280 5.8 18.0 130 -- -- --03/25/031,570<10 <250 <2.0 <20 <201,2806264162 90,300 234,000 1,910 6.0 18.0 1,260 -- -- --duplicate03/25/031,750<10 <250 <2.0 <20 <201,320<5.0265194 94,600 235,000 2,000 6.0 18.0 1,260 -- -- --10/02/03<100 <10 <250 <2.0 <20 <201,010<5.0546610 115,000 395,000 2,500 6.5 14.0 556 -- -- --04/28/04109<10 <250 <2.0 <20 <20400<5.0417608 220,000 394,000 2,260 -- 12.7 623 -- -- --10/26/04216<10 <250 <2.0 <20 <20839<5.05822,000276,000 554,0003,060 -- -- 807 -- -- --04/27/05<100 <10 <250 <2.0 <20 <20356<5.0272648 37,600 460,000 2,480 -- -- 737 -- -- --10/20/05<100 <10 <250 <2.0 <2072 1,120<5.0330546 240,000571,0003,400 -- -- 419 -- -- --10/19/06530<10 <250 <2.0 <20 <201,060<5.0534299 204,000 422,000 3,490 -- -- 550 -- -- --Surface Water - DownstreamSS-02Not measuredTables RJRT Ash LF.xlsx/Table A2-Historic SurfaceWater
APPENDIX A2SURFACE WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 3 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Nitrate-nitrogen
Sulfate
Dissolved Solids
Total Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard22222104/27/07389<10 <250 <2.0 <20 <20811<5.0488333439,000303,000 4,420 -- -- 511 -- -- --11/19/07<100 <10 <250 <2.0 <20 <20136<5.0308258300,000 647,0003,540 -- -- 908 -- -- --04/30/08<100 <10 <250 <2.0 <20 <20278<5.0254285 159,000 371,000 2,740 -- -- 569 -- -- --10/29/08<100 <1056.3 0.24<10 <10128<10318407342,000 708,0003,430 -- -- 1,070 -- -- --04/30/09<100 <1060.8<1.0 <10 <1089.4<10222499 201,000518,0003,390 -- -- 821 -- -- --08/26/09-- --71<1.0 <5.0 --110<5.0220--310,000-- --7.8 21.6 2,120 6.4 101 6.410/12/0943 5.1 60<1.00.8<1045<5.048 320210,000510,00010,300 7.8 13.3 3,360 8.7 123 13.004/19/10<100 <1064<1.0 <5.0 <10260<5.0260420 150,000390,0006,3007.6 10.6 632 60.1 181 10.210/11/10<2501.1 69<1.01.4<0.025270<5.03101,200 250,000660,0004,7007.6 15.2 999 0.0 113 8.304/20/11<40 <1.063<0.1 <5.0 <1.0270<1.0150630 120,000360,0003,0007.6 18.6 602 4.2 241 9.710/18/11<100 <5.074.9<1.0 <5.0 <5.0181<5.0266470 202,000582,0007,3007.4 17.6 536 4.6 248 9.703/16/12<100 <5.071.8<1.0 <5.0 <5.0171<5.065.81,600 152,000614,0006,3007.6 15.4 781 3.4 15 11.509/25/12<50 <2.797.6<50 <2.0 <2.0236<4.03011,600400,000 858,000--8.5 16.2 1,420 9.7 181 9.104/17/13194<1071.4<1.0 <5.0 <5.0242<5.0110210 79,100 207,0005,0008.1 20.8 382 4.7 79.6 8.009/10/13<100 <1083<1.0 <5.0 <5.0135<5.01021,160 167,000 493,0006,2908.0 19.8 657 8.2 99.8 7.104/06/14133NA56.4<1.0 <5.0 NA194<5.021.2NA87,000 277,0005,0008.9 14.0 445 7.5 138 12.109/03/14<100 NA83.7<1.0 <5.0 NA68.6<5.011.1NA158,000526,000NA8.1 23.4 733 2.5 61.3 5.104/01/15<100 NA59<1.0 <5.0 NA96.1<5.016.7NA92,200 297,000NA8.1 15.0 508 1.8 9.6 8.109/08/15260NA100<51.1NA450<1070NA160,000 460,000NA-- -- -- --03/08/16150NA65<0.1 <5 NA260<136NA61,000 180,000NA8.4 8.5 368 NM 227 11.309/07/16150NA81<0.1 <5 NA490<144NA86,000 300,000NA8.5 21.8 452 4.6 89 8.403/27/176574<0.5 <5 NA210<111NA68,000 250,000NA7.2 16.1 403 1.8 169 9.6SS-1008/11/09-- --65<1.0 <5.0 --12,000<5.0400--11,000-- --7.1 20.6 1,890 42.9 -40 3.4SS-1508/11/09-- --52<1.0 <5.0 --900<5.035--7,500-- --7.8 20.7 1,840 52.5 114 9.708/11/09-- --58<1.0 <5.0 --800<5.046--8,200-- --8.4 23.9 1,112 27.3 58 7.604/21/11190<1054<0.1 <5.0 <1.0550<1.017 100 4,800 96,000 1,900 7.7 14.6 87 14.2 128 9.409/24/12378<2.751.4<50 <2.0 <2.01,580<4.051.1<0.023,600 89,000--7.3 15.6 146 10.3 159 8.604/17/13788<1056<1.0 <5.0 <5.01,050<5.019.8<0.025,600 55,0002,8007.5 19.8 283 7.2 158 8.709/09/13456<1060.3<1.0 <5.0 <5.01,170<5.048.4 274 3,610 78,0002,2807.4 21.7 97 9.7 24.2 8.404/06/14126NA54.2<1.0 <5.0 NA269<5.06NA5,200 68,0001,9008.1 9.6 212 14.4 135 10.309/03/14818NA73.7<1.0 <5.0 NA2,450<5.071.4NA3,600 97,000NA7.4 20.6 100 20.9 -12.5 5.304/01/152,320NA105<1.0 <5.0 NA4,840<5.099.1NA5,000 66,000NA7.7 14.9 103 7.3 7.2 7.609/09/154,700NA130<55.8NA7,600<10170NA3,500 90,000NA-- -- -- --03/08/16470NA53<0.1 <5 NA450<18.9NA4,300 65,000NA7.9 12.1 74 NM 114 8.709/07/16310NA59<0.1 <5 NA1,100<136NA1,600 89,000NA7.6 19.4 80 3.2 59 8.403/27/172,400 120<0.5 <5 NA4,7001.4280NA31,000 62,000NA7.5 16.3 179 9.7 98 9.008/11/09-- --60<1.0 <5.0 --590<5.053--28,000-- --8.4 22.1 1,830 32.1 75 7.604/21/11150<1050<0.1 <5.0 <1.047<1.08.2 40 5,000 100,000 1,900 7.6 14.8 89 15.5 128 9.709/24/12508<2.752.2<50 <2.0 <2.01,580<4.010320 39,800 156,000--7.2 15.9 257 13.6 145 8.4SS-25SS-20Not measuredNot measuredTables RJRT Ash LF.xlsx/Table A2-Historic SurfaceWater
APPENDIX A2SURFACE WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 4 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Nitrate-nitrogen
Sulfate
Dissolved Solids
Total Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard22222104/17/13820<1054.9<1.0 <5.0 <5.01,170<5.032.6<0.025,800 62,0002,9007.5 19.6 336 6.8 163 8.909/09/13345<1054.3<1.0 <5.0 <5.0809<5.023.8 60.9 3,650 82,0002,5907.4 20.3 134 5.9 23.7 8.304/06/14310NA51.1<1.0 <5.0 NA555<5.013.8NA5,500 75,0002,0007.1 9.6 83 11.9 86.6 10.409/03/142,000NA83.3<1.0 <5.0 NA3,880<5.079.3NA3,400 100,000NA7.4 21.4 92 32.1 -11.9 5.604/01/15292NA53.4<1.0 <5.0 NA649<5.010.6NA5,200 74,000NA7.1 15.0 89 9.5 16.3 5.909/09/15660NA63<5 <10 NA1,500<1058NA3,700 85,000NA-- -- -- --03/08/161,700NA92<0.1 <5 NA2,5001.890NA4,700 83,000NA8.3 12.8 73 NM 63.0 11.809/07/161,400NA77<0.1 <5 NA3,200<181NA1,700 86,000NA8.0 19.7 64 2.9 43.0 8.203/27/17390NA62<0.5 <5 NA590<19.4NA3,100 73,000NA7.6 16.7 121 7.4 101.0 8.008/11/09-- --72<1.0 <5.0 --150<5.025--95,000-- --8.5 22.8 5,250 21.7 57 8.101/05/11-- --77<0.1 <5.0 --330<10130--63,000 370,000--8.6 3.9 388 6.9 132 10.404/20/11<40 <1.067<0.1 <5.0 <1.0220<1.089330 27,000 160,000 2,800 7.4 17.9 283 3.9 238 9.509/24/12163<2.788<50 <2.0 <2.0175<4.019.8 280 84,700 312,000--7.8 15.4 567 14.9 152 8.804/17/13352<1076.4<1.0 <5.0 <5.0455<5.013.2 190 31,000 144,00018,2007.8 21.1 268 8.7 62.1 6.209/09/13158<1086.2<1.0 <5.0 <5.0237<5.018.6 498 45,600 220,0004,9908.1 20.4 318 4.6 17.9 7.104/06/14<100 NA61.6<1.0 <5.0 NA159<5.0 <5.0 NA33,200 170,0004,0008.0 9.5 270 5.5 159 16.209/03/14145NA84.3<1.0 <5.0 NA277<5.016.4NA43,600 253,000NA8.4 21.4 308 11.0 16.6 7.004/01/15173NA67.1<1.0 <5.0 NA291<5.011.2NA43,200 191,000NA7.9 16.5 348 6.3 6.2 7.709/09/15<400NA86<5 <10 NA110<105.8NA98,000 280,000NA-- -- -- --03/08/16870NA67<0.1 <5 NA1,000<132NA31,000 150,000NA8.5 9.3 275 NM 164 12.009/07/16470NA70<0.1 <5 NA970<144NA48,000 27,000NA8.5 21.6 357 2.8 48 8.503/27/17160NA70<0.5 <5 NA50<110NA41,000 200,000NA7.8 16.1 343 2.8 114 10.3SS-3509/08/15<400 NA100<5 <10 NA72<1028NA170,000 470,000NA-- -- -- --08/26/09-- --91<1.0 <5.0 --80<5.022--300,000-- --7.8 21.3 2,050 7.1 89 7.904/20/11 57<1.059<0.1 <5.0 <1.0330<1.059810 110,000 270,000 2,900 7.3 17.5 494 4.6 223 10.209/25/12<50 <2.7112<50 <2.0 <2.0139<4.039 2,000297,000 755,000--8.0 14.8 1,260 9.8 174 9.304/17/13221<1060.7<1.0 <5.0 <5.0294<5.025.7 180 73,200 195,0005,0008.2 19.9 329 4.9 68.9 6.909/10/13<100 <1089.6<1.0 <5.0 <5.092.5<5.015.5 1,440 165,000 450,0006,2307.9 19.8 610 5.7 87.8 8.404/06/14<100 NA53.2<1.0 <5.0 NA185<5.011.5NA81,600 256,00016,2009.2 14.0 397 8.3 139 11.409/03/14<100 NA86.5<1.0 <5.0 NA58.1<5.09.5NA152,000 473,000NA8.1 23.7 689 2.5 69.4 4.904/01/15<100 NA58.5<1.0 <5.0 NA154<5.010.8NA84,200 264,000NA8.0 18.3 469 4.2 13.5 8.309/08/15210NA110<5 <10 NA370<1048NA160,000 440,000NA-- -- -- --03/08/16220NA62<0.1 <5 NA310<112NA57,000 180,000NA8.4 8.9 333 NM 238 13.409/07/16540NA94<0.1 <5 NA1,300<1100NA78,000 290,000NA8.2 21.0 427 3.2 121 7.703/27/179167<0.5 <5 NA240<17.9NA65,000 230,000NA8.0 16.9 357 1.8 154 111.108/11/09-- --29<1.0 <5.0 --2,900<5.0180--5,600-- --7.8 25.4 1,180 32.0 -21 8.504/21/11120<1.036<0.1 <5.0 <1.01,100<1.085130 3,700 71,000 2,000 6.9 14.7 85 16.3 92 9.909/25/12410<2.741.9<50 <2.0 <2.01,640<4.0110140<2.072,000--8.7 17.6 161 9.6 16 8.804/17/13Dry, no sample collected -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --09/09/13Dry, no sample collected -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --Not measuredSS-50SS-40Not measuredNot measuredSS-30Not measured3Tables RJRT Ash LF.xlsx/Table A2-Historic SurfaceWater
APPENDIX A2SURFACE WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 5 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Nitrate-nitrogen
Sulfate
Dissolved Solids
Total Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard22222104/06/14Dry, no sample collected -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --09/03/14Dry, no sample collected -- -- -- -- -- -- -- -- -- ---- -- -- -- -- --04/01/15886NA49.4<1.0 <5.0 NA4,620<5.0170NA2,900 63,000NA7.0 13.5 90 18.8 -6.3 13.709/09/15160,000NA2,900 1.6 250NA850,000 100 16,000NA640 75,000NA-- -- -- --03/08/16930NA46<0.1 <5 NA1,700<146NA ---7.9 12.5 72 NM 112 9.809/07/16410NA49<0.1 <5 NA2,900<1180NA <100099,000---8.0 22.8 121 3.6 50 6.903/27/1723046<0.5 <5 NA650<113NA1,600 130,000NA6.5 18.3 9 47.4 195 11.508/26/09-- --140<1.0 <5.0 --280<5.0980--350,000-- --7.1 20.3 4,040 65.9 10 6.704/21/11 68<1.061<0.1 <5.0 <1.0240<1.011 120 130,000 270,000 2,700 7.2 15.9 446 14.3 177 8.909/25/12120<2.775.9<50 <2.0 <2.0312<4.085<0.0258,100 191,000--8.4 12.5 337 11.7 179 8.804/17/13534<1063.4<1.0 <5.0 <5.0667<5.043.8<0.02164,000 274,0004,2007.8 20.2 380 8.6 70.6 10.809/10/13103<10120<1.0 <5.0 <5.0116<5.075.52,120275,000 663,0006,1507.5 21.0 423 8.4 87.6 8.204/06/14154NA64.9<1.0 <5.0 NA175<5.05.7NA119,000 234,0003,3007.6 13.6 421 5.9 186 12.809/04/14<100 NA127<1.0 <5.0 NA709<5.0537NA290,000 717,000NA7.1 20.8 845 7.3 -3.4 4.504/01/151,320NA93<1.0 <5.0 NA2,140<5.069.5NA159,000 359,000NA7.1 9.7 538 18.8 1.56 6.609/08/15190NA57<5 <10 NA410<1033NA13,000 110,000NA-- -- -- --03/08/16510NA68<0.1 <5 NA410<18.6NA120,000 270,000NA7.8 9.3 375 NM 252 10.609/07/16780NA130<0.1 <5 NA2,400<1160NA250,000 490,000NA7.5 20.1 666 4.7 39 6.503/27/174,500 160<0.55.5NA7,8002.7190NA190,000 410,000NA7.1 14.7 4 297.0 194 7.0SS-6509/08/15780NA80<51.3NA1,300<1096NA44,000 150,000NA-- -- -- --08/26/09-- --120<1.0 <5.0 --1,100<5.0250--65,000-- --6.9 20.6 2,520 6.8 91 6.404/21/11160<1.050<0.1 <5.0 <1.0380<1.05.8 53 23,000 92,000 2,300 7.0 16.4 138 8.3 189 10.309/25/12120<2.782.4<50 <2.0 <2.0303<4.058.7<0.0261,300 203,000--8.2 12.6 367 10.1 143 8.304/17/13694<1051.3<1.0 <5.0 <5.0986<5.013.4<0.0224,100 89,0003,3008.0 19.3 129 7.3 60.9 7.709/10/13135<1058.8<1.0 <5.0 <5.0299<5.013.6 1,390 28,600 123,0003,5107.9 20.9 419 7.6 85.3 8.104/06/14374NA47.7<1.0 <5.0 NA479<5.05.3NA21,000 86,0002,3007.5 13.3 125 8.3 165 9.909/04/14<100 NA79.9<1.0 <5.0 NA305<5.071.1NA35,000 146,000NA7.7 21.0 217 3.7 22.3 7.304/01/15147NA55.1<1.0 <5.0 NA282<5.08.4NA27,300 93,000NA7.4 11.1 159 1.6 5.01 8.209/08/1595NA71<5 <10 NA260<1027NA33,000 160,000NA-- -- -- --03/08/16640NA47<0.1 <5.0 NA540<15.7NA18,000 90,000NA8.2 10.0 113 NM 244 11.409/07/16160NA52<0.1 <5.0 NA470<118NA1,600 81,000NA7.5 19.9 93 5.3 26 7.603/27/1717056<0.5 <5 NA270<14.2NA21,000 93,000NA7.5 16.5 722 6.2 170 7.9SS-7509/08/15<400 NA78<5 <10 NA230<1026NA41,000 170,000NA-- -- -- --Not measuredNot measuredNot measuredNot measuredNot measuredSS-70SS-60Not analyzed, lab error33Tables RJRT Ash LF.xlsx/Table A2-Historic SurfaceWater
APPENDIX A2SURFACE WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 6 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Nitrate-nitrogen
Sulfate
Dissolved Solids
Total Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard22222108/26/09-- --120<1.0 <5.0 --250<5.025--82,000-- --7.1 20.6 5,190 5.8 100 8.304/21/11110<1.056<0.1 <5.0 <1.0310<1.0 <5.099 27,000 120,000 2,100 6.8 15.5 161 6.8 92 10.609/25/12192<2.787<50 <2.0 <2.0263<4.015.9<0.0274,600 270,000--8.5 11.7 399 4.8 205 9.104/17/13643<1052.5<1.0 <5.0 <5.0921<5.07.5<0.0227,600 88,0003,2007.4 20.1 139 7.6 70.8 7.109/10/13110<1071.5<1.0 <5.0 <5.0211<5.08.3 265 47,600 152,0003,4307.7 21.6 417 6.9 87.9 7.904/06/14180NA53.7<1.0 <5.0 NA328<5.0 <5.0 NA17,500 84,0002,4007.4 13.9 106 8.7 136 11.809/04/14149NA81.1<1.0 <5.0 NA436<5.016.8NA30,100 155,000NA8.1 21.2 245 11.3 17.5 7.004/01/15246NA58.1<1.0 <5.0 NA382<5.07.1NA25,500 89,000NA7.9 12.8 162 4.4 4.37 9.609/08/15<400NA84<5 <10 NA180<1014NA41,000 170,000NA-- -- -- --03/08/16640NA54<0.1 <5 NA530<16.4NA24,000 110,000NA8.5 8.8 124 NM 237 11.309/07/16140NA63<0.1 <5 NA430<19.7NA13,000 110,000NA7.7 21.0 98 2.7 53 8.203/27/1710062<0.5 <5 NA200<12.5NA21,000 110,000NA8.0 16.0 156 1.7 165 9.001/04/11-- --44<0.1 <5.0 --1,200<1016--26,000 97,000--8.4 3.0 390 4.2 152 10.604/20/11 83<1.057<0.1 <5.0 <1.0330<1.021 330 56,000 130,000 2,600 6.7 16.9 292 4.6 293 11.709/25/12121<2.7115<50 <2.0 <2.0212<4.030.4 980 202,000511,000--8.1 11.9 840 12.1 207 9.004/17/13491<1056<1.0 <5.0 <5.0709<5.017.4 35 38,900 127,0003,7007.9 19.7 203 6.9 66 7.609/10/13148<1086.6<1.0 <5.0 <5.0265<5.032.4 642 121,000 283,0004,9207.9 22.2 429 7.9 91.6 7.304/06/14154NA48.5<1.0 <5.0 NA274<5.09.4NA45,300 151,0003,3008.9 15.1 255 5.6 121 15.409/03/14<100 NA90.8<1.0 <5.0 NA77.5<5.016NA94,500 357,000NA7.5 23.5 518 5.6 65.3 6.404/01/15125NA58<1.0 <5.0 NA189<5.09NA51,400 166,000NA8.8 11.4 318 6.0 5.95 9.909/08/15290NA100<51.0NA530<1080NA110,000 340,000NA-- -- -- --03/08/16390NA58<0.1 <5 NA470<111NA33,000 110,000NA8.4 8.5 210 NM 239 13.109/07/16 40NA73<0.1 <5 NA230<117NA49,000 200,000NA8.0 20.8 2886 1.8 48 9.003/27/1716062<0.5 <5 NA340<112NA40,000 100,000NA8.2 16.5 256 1.9 152 11.1Not measuredNot measuredSS-90SS-80Tables RJRT Ash LF.xlsx/Table A2-Historic SurfaceWater
APPENDIX A2SURFACE WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 7 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Nitrate-nitrogen
Sulfate
Dissolved Solids
Total Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard22222109/30/942,580 16<250 <2.0 <2044 23,200<5.06,4902,950787,000 2,230,000258,000 7.4 22.5 3,140 -- -- --03/31/95660<10 <250 <2.0 <20 <205,150<5.02,3608,880794,000 2,540,000459,000 7.8 17.5 3,680 -- -- --09/29/95156<10 <250 <2.0 <20 <205,24084,8801,030801,000 2,660,0004,950 5.4 14.8 4,220 -- -- --03/30/96112<10 <2502<20 <205,020<5.05,4002,080--2,340,0006,650 7.2 15.0 3,050 -- -- --09/27/96167<10 <250 <2.0 <20 <20 --94,5301,7001,010,000 2,700,0004,040 7.3 23.0 1,510 -- -- --03/29/9797<10 <250 <2.0 <20 <206,180<5.05,4601,2901,050,000 2,460,0004,310 7.5 22.0 1,770 -- -- --03/17/97164<10 <250 <2.0 <20 <203,660<5.05,4006081,160,000 3,000,0006,430 7.2 22.0 3,660 -- -- --duplicate03/27/98<10010<250 <2.0 <20 <2011,400<5.05,900290942,000 2,780,0004,430 7.2 23.4 1,419 -- -- --09/30/98274<10 <250 <2.0 <20 <20 -- <5.04,940--666,000 2,700,00015,400 7.6 20.0 1,200 -- -- --03/31/99<100 <10 <250 <2.0 <20 <207,55064,4506001,560,000 2,930,0007,920 7.3 18.0 1,021 -- -- --09/29/99877<10 <250 <2.0 <20 <206,770<5.08623,360330,000 715,00013,300 7.1 18.0 2,930 -- -- --03/16/00410<10 <250 <2.0 <20 <2072,000<5.04,5401,090948,000 2,610,00010,600 -- -- -- -- -- --09/15/00<100 <10 <250 <2.0 <20 <202,020<5.03,4806,270894,000 2,470,0005,210 6.6 19.0 980 -- -- --03/23/01144<10 <2504<20 <2035,900 12 4,070480926,000 2,630,0005,850 6.5 17.0 480 -- -- --duplicate03/23/01<100 <10 <250 <2.0 <20 <206,90074,190350939,000 2,640,0007,520 6.5 17.0 480 -- -- --10/04/01204<10 <250 <2.0 <20 <209157229<0.05 <5.00186,000 7,800 6.3 20.0 300 -- -- --03/28/02<100 <10 <250 <2.0 <20 <205,100<5.03,6602801,000,000 3,010,0003,770 6.4 12.0 1,080 -- -- --10/03/02<100 <10 <2502<2027 1,520<5.03,3401,8201,030,000 2,940,0004,940 6.7 18.0 370 -- -- --duplicate10/03/02<100 <10 <2502<2024 1,580<5.03,3301,7801,040,000 2,860,0005,120 5.7 18.0 370 -- -- --03/25/03<100 <10 <250 <2.0 <20 <206,69063,560406846,000 2,530,0003,720 6.6 17.0 330 -- -- --10/02/03<100 <10 <250 <2.0 <20 <2011,30073,880174916,000 2,710,0003,920 5.6 15.0 3,050 -- -- --duplicate10/02/03<100 <10 <250 <2.0 <20 <2011,40063,880<50958,000 2,690,0003,900 5.6 15.0 3,170 -- -- --04/28/04<100 <10 <250 <2.0 <20 <2011,10066,080<501,460,000 2,550,0005,360 -- 17.3 2,860 -- -- --10/26/04<100 <10 <250 <2.0 <20 <205,250<5.04,5502871,190,000 2,950,0003,640 -- -- 3,480 -- -- --04/27/05<100 <10 <2502<20 <207,63075,730<501,100,000 2,550,0004,710 -- -- 2,870 -- -- --10/20/051,630<10 <2504<2028 103,00064,880428403,000 3,010,00089,000 -- -- 529 -- -- --10/19/06172<10 <2502<20347 27,400<5.03,6001391,320,000 2,850,0004,370 -- -- 2,000 -- -- --04/27/07<100 <10 <250 <2.0 <20 <205,360<5.02,3802871,380,000 2,750,0004,010 -- -- 4,830 -- -- --11/19/07<10042<2502<20 <2048,200<5.03,280<501,560,000 3,060,0003,820 -- -- 3,300 -- -- --04/30/08<100 <10 <250 <2.0 <20 <209,680<5.02,9901551,100,000 2,910,0003,380 -- -- 4,880 -- -- --10/29/08<100 <1068.7<1.0 <10 <104,8403.52,880<50188,0003,060,0003,510 -- -- 4,200 -- -- --04/30/09<100 <1077.41.8<103.64,0804.43,100264 37,7002,904,0003,940 -- -- 4,070 -- -- --RETENTION POND MW-001Water from Sediment Basin at W-1Tables RJRT Ash LF.xlsx/Table A2-Historic SurfaceWater
APPENDIX A2SURFACE WATER ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 8 of 8SampleLocation / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Nitrate-nitrogen
Sulfate
Dissolved Solids
Total Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)Turbidity (NTUs) Oxidation-Reduction Potential (mV)Dissolved Oxygen(mg/L)3,500 10 700 2 10 1,000 300 15 50 10,000 250,000 500,000 NE 6.5 - 8.5 NE NE NE NE NENE 10 100 1 10 10 300 10 50 10,000 250,000 NE NE NE NE NE NE NE NE87 50 1,000 2 50 7 1,000 25 200 10,000 250,000 500,000 NE 6.0 - 9.0 NE NE 50 NE >5.0NC 2L Ground Water StandardSolid Waste Section LimitNC 2B Surface Water Standard22222109/30/941,770<10 <250 <2.0 <20113 3,370<5.02,200200 159,000 415,000 20,100 6.9 19.6 519 -- -- --03/31/95-- <10 <250 <2.0 <20 <204,860<5.05,980100294,000 625,000--7.6 13.6 896 -- -- --09/29/951,640<10 <250 <2.0 <20 <203,42072,940463314,000 740,0003,740 4.9 14.0 1,040 -- -- --03/30/9611,400<10 <2502<20 <2023,30093,160130 222,000552,0003,830 7.2 12.0 750 -- -- --09/27/96110<10 <250 <2.0 <20 <201,01072,360160283,000 737,0006,730 7.6 20.0 974 -- -- --03/29/97238<10 <250 <2.0 <20 <201,930<5.03,050180809,000 807,0004,170 7.8 16.0 590 -- -- --09/17/97169<10 <250 <2.0 <20 <2071553,060330562,000 1,290,0005,290 7.7 19.0 1,650 -- -- --03/27/98270<10 <250 <2.0 <20 <202,500<5.03,370250--929,0006,980 7.2 20.0 1,214 -- -- --09/30/98353<10 <250 <2.0 <20 <201,380<5.0 --780367,000 1,280,00010,100 6.9 19.0 920 -- -- --03/31/99<100 <10 <250 <2.0 <20 <204,830<5.05,550190482,000 842,0007,580 7.1 16.0 592 -- -- --09/29/99677<10 <250 <2.0 <20 <201,940<5.0894100258,000413,000 8,140 7.7 19.0 741 -- -- --09/15/00224<10 <250 <2.0 <20 <202,380<5.02,800160550,000 1,260,0008,580 7.1 21.0 680 -- -- --03/23/01<100 <10 <250 <2.0 <20 <203,690102,250230530,000 1,230,0005,720 6.6 17.0 640 -- -- --10/04/01<100 <10 <250 <2.0 <20 <204,24063,65080592,000 1,440,00030,000 7.0 20.0 600 -- -- --03/28/02<100 <10 <250 <2.0 <20 <205,620<5.02,180110682,000 1,590,0005,360 6.4 13.0 680 -- -- --10/03/02<100 <10 <2502<20 <206,510<5.05,290<50932,000 1,900,0008,510 6.2 19.0 150 -- -- --03/25/033,280<10 <250 <2.0 <20 <206,17084,29088784,000 1,520,0001,340 6.4 18.0 110 -- -- --10/02/03634<10 <250 <2.0 <20 <205,95086,750174765,000 1,420,0003,970 6.1 14.0 1,460 -- -- --04/28/04152<10 <250 <2.0 <20 <208,370<5.06,7202241,040,000 1,810,0003,890 -- 12.1 2,030 -- -- --10/26/04554<10 <2505<20 <2016,300<5.04,2202891,070,000 2,140,0005,160 -- -- 2,150 -- -- --04/27/05<100 <10 <2502<20 <204,470<5.06,1102461,075,000 2,090,0004,050 -- -- 2,320 -- -- --10/20/05<100 <10 <2505<2027 7,900<5.05,8702791,300,000 2,090,00030,000 -- -- 1,060 -- -- --10/19/06<100 <101,460<2.0 <20 <206,040<5.04,5502811,170,000 1,920,0004,200 -- -- 1,370 -- -- --04/27/07<100 <10 <250 <2.0 <20 <208,330<5.04,1902901,130,000 2,130,0003,830 -- -- 2,230 -- -- --11/19/07<100 <10 <250 <2.0 <20 <208,200<5.06,000641,680,000 2,550,0004,590 -- -- 2,710 -- -- --04/30/08<100 <10 <250 <2.0 <20 <203,360<5.03,8002972,090,000 2,110,0003,560 -- -- 2,290 -- -- --10/29/08<100 <1059.3<1.0 <10 <102,8802.34,360171988,000 2,360,0003,480 -- -- 2,740 -- -- --04/30/09<100 <1053.2<1.0 <10 <104,6207.24,960337261,000 2,460,0004,110 -- -- 2,930 -- -- --All concentrations in micrograms per liter (ug/L) unless otherwise noted1 - No 2L standard established. NCDWM SWS Groundwater Protection presentedAnalysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC NE - Not established2 - No freshwater aquatic life standard established. Water Supply criteria presenteddiscontinued in 2014 per Corrective Action Plan (ERM, 2/2014).-- - Not sampled3 - Temporary surface water sample station established in absence of NE - Not measured corresponding piezometer sample. Location not part of permit-required sampling.RETENTION POND MW-003Water from Sediment Basin at W-3Tables RJRT Ash LF.xlsx/Table A2-Historic SurfaceWater
APPENDIX A3QA/QC ANALYTICAL RESULTS SUMMARYEDWARDS ROAD LANDFILL - PERMIT 34-05RURAL HALL, NORTH CAROLINA Page 1 of 1Sample Location / ID Date
Aluminum
Arsenic
Barium
Cadmium
Chromium
(Total)
Copper
Iron
Lead
Manganese
Mercury
Selenium
Silver
Zinc
Nitrate-nitrogen Sulfate Dissolved SolidsTotal Organic Carbon pH Temperature (degrees Celsius) Conductivity (µmhos/cm)NC 2L Ground Water Standard3.5 0.010 0.700 0.002 0.010 1.0 0.300 0.015 0.050 0.001 0.020 0.020 1.00 10.0 250 500 NE 6.5 - 8.5 NE NESolid Waste Section LimitNE 0.010 0.100 0.001 0.010 0.010 0.300 0.010 0.050 0.0002 0.010 0.01 0.01 10.0 250 NE NE NE NE NE9/30/98 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <1.0 NS NS NS3/31/99 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 0.19 <5.00 <5.00 2.18 NS NS NS9/15/00 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.0 <1.0 NS NS NS3/23/01 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 0.006 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 14 <1.0 NS NS NS10/4/01 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 0.006 <0.010 <0.00020 <0.010 <0.010 <0.020 0.3 <5.00 15 <2.0 NS NS NS3/28/02 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 NS <0.010 <0.010 <0.020 <0.050 <5.00 14 <1.0 NS NS NS10/3/02 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 6 <1.0 NS NS NS3/25/03 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 0.198 <5.00 <5.00 <1.0 NS NS NS10/2/03 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <1.0 NS NS NS4/28/04 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 6 <1.0 NS NS NS10/26/04 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 0.151 <5.00 10 2.18 NS NS NS4/27/05 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 12 1.79 NS NS <3010/20/05 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 0.101 <5.00 <5.00 <0.50 NS NS <3010/19/06 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <0.50 NS NS <304/27/07 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <0.50 NS NS <3011/19/07 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <0.50 NS NS <304/30/08 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 0.336 <5.00 <5.00 <0.50 NS NS <3010/29/08 <0.100 <0.010 0.0031 <0.001 <0.010 <0.010 <0.050 <0.010 <0.010 0.00002 <0.010 0.0022 0.010 <0.050 <10 <5.00 <0.50 NS NS <304/30/09 <0.100 <0.010 0.0077 <0.001 <0.010 <0.010 <0.050 0.0045 0.008 <0.0002 <0.010 <0.010 <0.010 <0.050 <10 90 <0.50 NS NS 1099/30/98 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <1.0 NS NS NS3/31/99 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 0.22 <5.00 15 <1.00 NS NS NS9/15/00 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.0 <1.0 NS NS NS3/23/01 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 14 1.03 NS NS NS10/4/01 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 0.4 <5.00 12 2.0 NS NS NS3/28/02 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 NS <0.010 <0.010 <0.020 <0.050 <5.00 14 1.03 NS NS NS10/3/02 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <0.50 NS NS NS3/25/03 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 0.197 <5.00 7 <1.0 NS NS NS10/2/03 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 7 <1.0 NS NS NS4/28/04 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 16 <1.0 NS NS NS10/26/04 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 8 1.29 NS NS NS4/27/05 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 14 1.76 NS NS <3010/20/05 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 6 <0.50 NS NS <3010/19/06 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <0.50 NS NS <304/27/07 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <0.50 NS NS <3011/19/07 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <0.50 NS NS <304/30/08 <0.100 <0.010 <0.250 <0.002 <0.020 <0.020 <0.100 <0.005 <0.010 <0.00020 <0.010 <0.010 <0.020 <0.050 <5.00 <5.00 <0.50 NS NS <3010/29/08 <0.100 <0.010 0.0046 <0.001 <0.010 <0.010 <0.050 <0.010 <0.010 0.00001 <0.010 <0.010 <0.010 <0.050 <10 <5.00 <0.50 NS NS <304/30/09 <0.100 <0.010 0.0086 0.0003 <0.010 <0.010 <0.050 <0.010 0.0071 <0.0002 <0.010 <0.010 <0.010 <0.050 <10 85 <0.50 NS NS 1159/8/16 <0.100 <0.010 0.0086 0.0003 <0.010 <0.010 <0.050 <0.010 0.0071 <0.0002 <0.010 <0.010 <0.010 <0.050 <10 85 <0.50 NS NS 115All concentrations in milligrams per liter. NE - Not established NS - Not sampled1 - No 2L standard established. NCDWM SWS Groundwater Protection presentedTravel Blank (Trip)Field Blank1Tables RJRT Ash LF.xlsx/Table A3 - QC Data

APPENDIX B
ANALYTICAL LABORATORY
DATA SHEETS –
GROUNDWATER AND
SURFACE WATER

SHEALY ENVIRONMENTAL SERVICES, INC.Report of AnalysisERM NC, Inc.Ballantyne One15720 Brixham Hill Avenue, Suite 120Charlotte, NC 28277Attention: Alan MartinSC30057Lot Number:RJ Reynolds - Rural HallProject Name:04/06/2017Date Completed:Kelly M. NanceProject ManagerThis report shall not be reproduced, except in its entirety, without the written approval of Shealy Environmental Services, Inc.The following non-paginated documents are considered part of this report: Chain of Custody Record and Sample Receipt Checklist.Page: 1 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.SHEALY ENVIRONMENTAL SERVICES, INC.Case NarrativeERM NC, Inc.Lot Number: SC30057 SC DHEC No: 32010NC Field Parameters No: 5639 NELAC No: E87653NC DENR No: 329This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary following this Case Narrative. The sample receiving date is documented in the header information associated with each sample.All results listed in this report relate only to the samples that are contained within this report.Sample receipt, sample analysis, and data review have been performed in accordance with the most current approved NELAC standards, the Shealy Environmental Services, Inc. ("Shealy") Quality Assurance Management Plan (QAMP), standard operating procedures (SOPs), and Shealy policies. Any exceptions to the NELAC standards, the QAMP, SOPs or policies are qualified on the results page or discussed below.If you have any questions regarding this report please contact the Shealy Project Manager listed on the cover page.Inorganic MetalsThe MS/MSD associated with sample -001 had aluminum, iron and manganese recovered outside of the acceptance limits. The LCS was recovered within the required acceptance limits; therefore, this demonstrates a matrix effect and data quality is not impacted.The MS/MSD associated with sample -021 had aluminum and iron recovered outside of the acceptance limits. The LCS was recovered within the required acceptance limits; therefore, this demonstrates a matrix effect and data quality is not impacted.Inorganic Non-MetalsThe method blank associated with batch 38542 had TDS detected at a concentration that was above the MDL but below the PQL. All samples associated with this method blank that have detections for TDS have been flagged with a "B”.Page: 2 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
SHEALY ENVIRONMENTAL SERVICES, INC.Sample SummaryERM NC, Inc.Lot Number: SC30057 Sample Number Sample ID Matrix Date Sampled Date Received00103/27/2017 1340PZ-2Aqueous 03/30/201700203/27/2017 1415PZ-5Aqueous 03/30/201700303/27/2017 1305SS-01 Aqueous 03/30/201700403/27/2017 1320SS-02 Aqueous 03/30/201700503/27/2017 1525SS-20 Aqueous 03/30/201700603/27/2017 1520SS-25 Aqueous 03/30/201700703/27/2017 1310SS-30 Aqueous 03/30/201700803/27/2017 1335SS-40 Aqueous 03/30/201700903/27/2017 1600SS-50 Aqueous 03/30/201701003/27/2017 1420SS-60 Aqueous 03/30/201701103/27/2017 1410SS-70 Aqueous 03/30/201701203/27/2017 1355SS-80 Aqueous 03/30/201701303/27/2017 1345SS-90 Aqueous 03/30/201701403/28/2017 1240PW-1 Aqueous 03/30/201701503/29/2017 1125W-1Aqueous 03/30/201701603/29/2017 1205W-2Aqueous 03/30/201701703/29/2017 1040W-3Aqueous 03/30/201701803/29/2017 1000W-3B Aqueous 03/30/201701903/28/2017 1625W-6Aqueous 03/30/201702003/28/2017 1355W-7Aqueous 03/30/201702103/28/2017 1130W-8Aqueous 03/30/201702203/28/2017 1530W-9Aqueous 03/30/201702303/29/2017DupAqueous 03/30/2017(23 samples)Page: 3 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. SHEALY ENVIRONMENTAL SERVICES, INC.Executive SummaryERM NC, Inc.Lot Number: SC30057 Sample Sample ID Matrix Parameter Method Result Q Units Page001 PZ-2 Aqueous Sulfate 9056A 63 mg/L 8001 PZ-2 Aqueous TDS SM 2540C- 210 B mg/L 8001 PZ-2 Aqueous Aluminum 6020B 11000 ug/L 8001 PZ-2 Aqueous Barium 6020B 270 ug/L 8001 PZ-2 Aqueous Cadmium 6020B 7.5 ug/L 8001 PZ-2 Aqueous Chromium 6020B 20 ug/L 8001 PZ-2 Aqueous Iron 6020B 33000 ug/L 8001 PZ-2 Aqueous Lead 6020B 8.1 ug/L 8001 PZ-2 Aqueous Manganese 6020B 6400 ug/L 8002 PZ-5 Aqueous Sulfate 9056A 150 mg/L 9002 PZ-5 Aqueous TDS SM 2540C- 350 B mg/L 9002 PZ-5 Aqueous Aluminum 6020B 10000 ug/L 9002 PZ-5 Aqueous Barium 6020B 510 ug/L 9002 PZ-5 Aqueous Cadmium 6020B 5.8 ug/L 9002 PZ-5 Aqueous Chromium 6020B 30 ug/L 9002 PZ-5 Aqueous Iron 6020B 300000 ug/L 9002 PZ-5 Aqueous Lead 6020B 5.8 ug/L 9002 PZ-5 Aqueous Manganese 6020B 1100 ug/L 9003 SS-01 Aqueous Sulfate 9056A 460 mg/L 10003 SS-01 Aqueous TDS SM 2540C- 1000 B mg/L 10003 SS-01 Aqueous Aluminum 6020B 160 ug/L 10003 SS-01 Aqueous Barium 6020B 61 ug/L 10003 SS-01 Aqueous Iron 6020B 1400 ug/L 10003 SS-01 Aqueous Manganese 6020B 800 ug/L 10003 SS-01 Aqueous Selenium 6020B 3.6 J ug/L 10004 SS-02 Aqueous Sulfate 9056A 68 mg/L 11004 SS-02 Aqueous TDS SM 2540C- 250 B mg/L 11004 SS-02 Aqueous Aluminum 6020B 65 ug/L 11004 SS-02 Aqueous Barium 6020B 74 ug/L 11004 SS-02 Aqueous Iron 6020B 210 ug/L 11004 SS-02 Aqueous Manganese 6020B 11 ug/L 11005 SS-20 Aqueous Sulfate 9056A 3.1 mg/L 12005 SS-20 Aqueous TDS SM 2540C- 62 B mg/L 12005 SS-20 Aqueous Aluminum 6020B 2400 ug/L 12005 SS-20 Aqueous Barium 6020B 120 ug/L 12005 SS-20 Aqueous Iron 6020B 4700 ug/L 12005 SS-20 Aqueous Lead 6020B 1.4 ug/L 12005 SS-20 Aqueous Manganese 6020B 280 ug/L 12006 SS-25 Aqueous Sulfate 9056A 3.1 mg/L 13006 SS-25 Aqueous TDS SM 2540C- 73 B mg/L 13006 SS-25 Aqueous Aluminum 6020B 390 ug/L 13006 SS-25 Aqueous Barium 6020B 62 ug/L 13006 SS-25 Aqueous Iron 6020B 590 ug/L 13006 SS-25 Aqueous Manganese 6020B 9.4 ug/L 13007 SS-30 Aqueous Sulfate 9056A 41 mg/L 14Page: 4 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Executive Summary (Continued)Lot Number: SC30057Sample Sample IDMatrix ParameterMethod Result Q Units Page007 SS-30Aqueous TDSSM 2540C-200 B mg/L 14007 SS-30Aqueous Aluminum6020B160ug/L 14007 SS-30Aqueous Barium6020B70ug/L 14007 SS-30Aqueous Iron6020B370ug/L 14007 SS-30Aqueous Manganese6020B10ug/L 14008 SS-40Aqueous Sulfate9056A65mg/L 15008 SS-40Aqueous TDSSM 2540C-230 B mg/L 15008 SS-40Aqueous Aluminum6020B91ug/L 15008 SS-40Aqueous Barium6020B67ug/L 15008 SS-40Aqueous Iron6020B240ug/L 15008 SS-40Aqueous Manganese6020B7.9ug/L 15009 SS-50Aqueous Sulfate9056A1.6mg/L 16009 SS-50Aqueous TDSSM 2540C-130mg/L 16009 SS-50Aqueous Aluminum6020B230ug/L 16009 SS-50Aqueous Barium6020B46ug/L 16009 SS-50Aqueous Iron6020B650ug/L 16009 SS-50Aqueous Manganese6020B13ug/L 16010 SS-60Aqueous Sulfate9056A190mg/L 17010 SS-60Aqueous TDSSM 2540C-410 B mg/L 17010 SS-60Aqueous Aluminum6020B4500ug/L 17010 SS-60Aqueous Barium6020B160ug/L 17010 SS-60Aqueous Chromium6020B5.5ug/L 17010 SS-60Aqueous Iron6020B7800ug/L 17010 SS-60Aqueous Lead6020B2.7ug/L 17010 SS-60Aqueous Manganese6020B190ug/L 17010 SS-60Aqueous Selenium6020B1.5 J ug/L 17011 SS-70Aqueous Sulfate9056A21mg/L 18011 SS-70Aqueous TDSSM 2540C-93 B mg/L 18011 SS-70Aqueous Aluminum6020B170ug/L 18011 SS-70Aqueous Barium6020B56ug/L 18011 SS-70Aqueous Iron6020B270ug/L 18011 SS-70Aqueous Manganese6020B4.2 J ug/L 18012 SS-80Aqueous Sulfate9056A21mg/L 19012 SS-80Aqueous TDSSM 2540C-110 B mg/L 19012 SS-80Aqueous Aluminum6020B100ug/L 19012 SS-80Aqueous Barium6020B62ug/L 19012 SS-80Aqueous Iron6020B200ug/L 19012 SS-80Aqueous Manganese6020B2.5 J ug/L 19013 SS-90Aqueous Sulfate9056A40mg/L 20013 SS-90Aqueous TDSSM 2540C-100 B mg/L 20013 SS-90Aqueous Aluminum6020B160ug/L 20013 SS-90Aqueous Barium6020B62ug/L 20013 SS-90Aqueous Iron6020B340ug/L 20013 SS-90Aqueous Manganese6020B12ug/L 20014 PW-1Aqueous Sulfate9056A840mg/L 21014 PW-1Aqueous TDSSM 2540C- 1900 B mg/L 21014 PW-1Aqueous Aluminum6020B61ug/L 21014 PW-1Aqueous Barium6020B39ug/L 21Page: 5 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Executive Summary (Continued)Lot Number: SC30057Sample Sample IDMatrix ParameterMethod Result Q Units Page014 PW-1Aqueous Chromium6020B19ug/L 21014 PW-1Aqueous Iron6020B4200ug/L 21014 PW-1Aqueous Manganese6020B3300ug/L 21014 PW-1Aqueous Selenium6020B3.8 J ug/L 21015 W-1Aqueous Sulfate9056A1200mg/L 22015 W-1Aqueous TDSSM 2540C- 2600 B mg/L 22015 W-1Aqueous Aluminum6020B280ug/L 22015 W-1Aqueous Barium6020B39ug/L 22015 W-1Aqueous Iron6020B1900ug/L 22015 W-1Aqueous Lead6020B0.28 J ug/L 22015 W-1Aqueous Manganese6020B5100ug/L 22015 W-1Aqueous Selenium6020B4.1 J ug/L 22016 W-2Aqueous Sulfate9056A46mg/L 23016 W-2Aqueous TDSSM 2540C-100 B mg/L 23016 W-2Aqueous Aluminum6020B140ug/L 23016 W-2Aqueous Barium6020B220ug/L 23016 W-2Aqueous Iron6020B200ug/L 23016 W-2Aqueous Manganese6020B2.5 J ug/L 23017 W-3Aqueous Sulfate9056A410mg/L 24017 W-3Aqueous TDSSM 2540C-880 B mg/L 24017 W-3Aqueous Aluminum6020B15 J ug/L 24017 W-3Aqueous Barium6020B43ug/L 24017 W-3Aqueous Iron6020B310ug/L 24017 W-3Aqueous Manganese6020B290ug/L 24018 W-3BAqueous Sulfate9056A110mg/L 25018 W-3BAqueous TDSSM 2540C-410 B mg/L 25018 W-3BAqueous Aluminum6020B8.9 J ug/L 25018 W-3BAqueous Barium6020B44ug/L 25018 W-3BAqueous Iron6020B400ug/L 25018 W-3BAqueous Manganese6020B440ug/L 25019 W-6Aqueous Sulfate9056A10mg/L 26019 W-6Aqueous TDSSM 2540C-220mg/L 26019 W-6Aqueous Aluminum6020B530ug/L 26019 W-6Aqueous Barium6020B76ug/L 26019 W-6Aqueous Chromium6020B36ug/L 26019 W-6Aqueous Iron6020B990ug/L 26019 W-6Aqueous Lead6020B0.50 J ug/L 26019 W-6Aqueous Manganese6020B17ug/L 26020 W-7Aqueous Sulfate9056A8.9mg/L 27020 W-7Aqueous TDSSM 2540C-160 B mg/L 27020 W-7Aqueous Aluminum6020B500ug/L 27020 W-7Aqueous Barium6020B130ug/L 27020 W-7Aqueous Chromium6020B28ug/L 27020 W-7Aqueous Iron6020B3600ug/L 27020 W-7Aqueous Lead6020B0.93 J ug/L 27020 W-7Aqueous Manganese6020B110ug/L 27021 W-8Aqueous Sulfate9056A66mg/L 28021 W-8Aqueous TDSSM 2540C-170 B mg/L 28Page: 6 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Executive Summary (Continued)Lot Number: SC30057Sample Sample IDMatrix ParameterMethod Result Q Units Page021 W-8Aqueous Aluminum6020B1700ug/L 28021 W-8Aqueous Barium6020B380ug/L 28021 W-8Aqueous Chromium6020B99ug/L 28021 W-8Aqueous Iron6020B3300ug/L 28021 W-8Aqueous Lead6020B1.0ug/L 28021 W-8Aqueous Manganese6020B58ug/L 28021 W-8Aqueous Selenium6020B6.7ug/L 28022 W-9Aqueous Sulfate9056A9.3mg/L 29022 W-9Aqueous TDSSM 2540C-260mg/L 29022 W-9Aqueous Aluminum6020B99ug/L 29022 W-9Aqueous Barium6020B100ug/L 29022 W-9Aqueous Chromium6020B11ug/L 29022 W-9Aqueous Iron6020B81ug/L 29022 W-9Aqueous Manganese6020B1.3 J ug/L 29023 DupAqueous Sulfate9056A110mg/L 30023 DupAqueous TDSSM 2540C-360 B mg/L 30023 DupAqueous Aluminum6020B8.2 J ug/L 30023 DupAqueous Barium6020B46ug/L 30023 DupAqueous Iron6020B400ug/L 30023 DupAqueous Manganese6020B470ug/L 30(161 detections)Page: 7 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.PZ-2SC30057-00103/27/2017 134003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 03/31/2017 2331 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 631mg/L0.201.0TDSSM 2540C-20 210 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1233 BNW 03/31/2017 1828 385712 3005A6020B 20 04/03/2017 1524 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 110001ug/L5.040Barium7440-39-3 6020B 2701ug/L0.635.0Cadmium7440-43-9 6020B 7.51ug/L0.130.50Chromium7440-47-3 6020B 201ug/L1.35.0Iron7439-89-6 6020B 330001ug/L1350Lead7439-92-1 6020B 8.11ug/L0.251.0Manganese7439-96-5 6020B 64002ug/L13100Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 8 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.PZ-5SC30057-00203/27/2017 141503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 03/31/2017 2355 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 1501mg/L0.201.0TDSSM 2540C-20 350 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1302 BNW 03/31/2017 1828 385712 3005A6020B 5 04/03/2017 1721 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 100001ug/L5.040Barium7440-39-3 6020B 5101ug/L0.635.0Cadmium7440-43-9 6020B 5.82ug/L0.632.5Chromium7440-47-3 6020B 302ug/L6.325Iron7439-89-6 6020B 3000002ug/L63250Lead7439-92-1 6020B 5.81ug/L0.251.0Manganese7439-96-5 6020B 11002ug/L3.125Selenium7782-49-2 6020B ND2ug/L6.325J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 9 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-01SC30057-00303/27/2017 130503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 5 04/01/2017 0019 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 4601mg/L1.05.0TDSSM 2540C-20 1000 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1308 BNW 03/31/2017 1828 385712 3005A6020B 1 04/04/2017 1243 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 1601ug/L5.040Barium7440-39-3 6020B 611ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 14001ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 8001ug/L0.635.0Selenium7782-49-2 6020B 3.6 J2ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 10 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-02SC30057-00403/27/2017 132003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 0043 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 681mg/L0.201.0TDSSM 2540C-20 250 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1314 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 651ug/L5.040Barium7440-39-3 6020B 741ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 2101ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 111ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 11 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-20SC30057-00503/27/2017 152503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 0107 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 3.11mg/L0.201.0TDSSM 2540C-20 62 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1320 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 24001ug/L5.040Barium7440-39-3 6020B 1201ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 47001ug/L1350Lead7439-92-1 6020B 1.41ug/L0.251.0Manganese7439-96-5 6020B 2801ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 12 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-25SC30057-00603/27/2017 152003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 0219 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 3.11mg/L0.201.0TDSSM 2540C-20 73 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1326 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 3901ug/L5.040Barium7440-39-3 6020B 621ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 5901ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 9.41ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 13 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-30SC30057-00703/27/2017 131003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 0243 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 411mg/L0.201.0TDSSM 2540C-20 200 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1343 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 1601ug/L5.040Barium7440-39-3 6020B 701ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 3701ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 101ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 14 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-40SC30057-00803/27/2017 133503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 0307 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 651mg/L0.201.0TDSSM 2540C-20 230 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1349 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 911ug/L5.040Barium7440-39-3 6020B 671ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 2401ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 7.91ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 15 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-50SC30057-00903/27/2017 160003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 0331 TAF387031(TDS) SM 2540C-2011 1 04/03/2017 1027 AMM138683AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 1.61mg/L0.201.0TDSSM 2540C-20 1301mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1355 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 2301ug/L5.040Barium7440-39-3 6020B 461ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 6501ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 131ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 16 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-60SC30057-01003/27/2017 142003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 0355 TAF387031(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 1901mg/L0.201.0TDSSM 2540C-20 410 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1401 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 45001ug/L5.040Barium7440-39-3 6020B 1601ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B 5.51ug/L1.35.0Iron7439-89-6 6020B 78001ug/L1350Lead7439-92-1 6020B 2.71ug/L0.251.0Manganese7439-96-5 6020B 1901ug/L0.635.0Selenium7782-49-2 6020B 1.5 J1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 17 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-70SC30057-01103/27/2017 141003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 1448 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 211mg/L0.201.0TDSSM 2540C-20 93 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1407 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 1701ug/L5.040Barium7440-39-3 6020B 561ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 2701ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 4.2 J1ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 18 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-80SC30057-01203/27/2017 135503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 1600 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 211mg/L0.201.0TDSSM 2540C-20 110 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1413 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 1001ug/L5.040Barium7440-39-3 6020B 621ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 2001ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 2.5 J1ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 19 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-90SC30057-01303/27/2017 134503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 1624 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 401mg/L0.201.0TDSSM 2540C-20 100 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1419 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 1601ug/L5.040Barium7440-39-3 6020B 621ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 3401ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 121ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 20 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.PW-1SC30057-01403/28/2017 124003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 5 04/01/2017 1648 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 8401mg/L1.05.0TDSSM 2540C-20 1900 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1425 BNW 03/31/2017 1828 385712 3005A6020B 5 04/03/2017 1727 BNW 03/31/2017 1828 385713 3005A6020B 1 04/04/2017 1231 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 611ug/L5.040Barium7440-39-3 6020B 391ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B 191ug/L1.35.0Iron7439-89-6 6020B 42001ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 33002ug/L3.125Selenium7782-49-2 6020B 3.8 J3ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 21 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.W-1SC30057-01503/29/2017 112503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch2(Sulfate) 9056A 25 04/03/2017 1837 TAF387671(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 12002mg/L5.025TDSSM 2540C-20 2600 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1430 BNW 03/31/2017 1828 385712 3005A6020B 5 04/03/2017 1732 BNW 03/31/2017 1828 385713 3005A6020B 1 04/04/2017 1237 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 2801ug/L5.040Barium7440-39-3 6020B 391ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 19001ug/L1350Lead7439-92-1 6020B 0.28 J1ug/L0.251.0Manganese7439-96-5 6020B 51002ug/L3.125Selenium7782-49-2 6020B 4.1 J3ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 22 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.W-2SC30057-01603/29/2017 120503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 1737 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 461mg/L0.201.0TDSSM 2540C-20 100 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1436 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 1401ug/L5.040Barium7440-39-3 6020B 2201ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 2001ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 2.5 J1ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 23 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.W-3SC30057-01703/29/2017 104003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 5 04/01/2017 1801 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 4101mg/L1.05.0TDSSM 2540C-20 880 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1454 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 15 J1ug/L5.040Barium7440-39-3 6020B 431ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 3101ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 2901ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 24 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.W-3BSC30057-01803/29/2017 100003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 1913 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 1101mg/L0.201.0TDSSM 2540C-20 410 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1500 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 8.9 J1ug/L5.040Barium7440-39-3 6020B 441ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 4001ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 4401ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 25 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.W-6SC30057-01903/28/2017 162503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 1937 TAF387141(TDS) SM 2540C-2011 1 04/03/2017 1027 AMM138683AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 101mg/L0.201.0TDSSM 2540C-20 2201mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1506 BNW 03/31/2017 1828 385712 3005A6020B 1 04/04/2017 1004 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 5301ug/L5.040Barium7440-39-3 6020B 761ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B 362ug/L1.35.0Iron7439-89-6 6020B 9901ug/L1350Lead7439-92-1 6020B 0.50 J1ug/L0.251.0Manganese7439-96-5 6020B 171ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 26 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.W-7SC30057-02003/28/2017 135503/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 2001 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 8.91mg/L0.201.0TDSSM 2540C-20 160 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1512 BNW 03/31/2017 1828 38571AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 5001ug/L5.040Barium7440-39-3 6020B 1301ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B 281ug/L1.35.0Iron7439-89-6 6020B 36001ug/L1350Lead7439-92-1 6020B 0.93 J1ug/L0.251.0Manganese7439-96-5 6020B 1101ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 27 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.W-8SC30057-02103/28/2017 113003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 2025 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 661mg/L0.201.0TDSSM 2540C-20 170 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1616 BNW 03/31/2017 1828 38572AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 17001ug/L5.040Barium7440-39-3 6020B 3801ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B 991ug/L1.35.0Iron7439-89-6 6020B 33001ug/L1350Lead7439-92-1 6020B 1.01ug/L0.251.0Manganese7439-96-5 6020B 581ug/L0.635.0Selenium7782-49-2 6020B 6.71ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 28 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.W-9SC30057-02203/28/2017 153003/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 2049 TAF387141(TDS) SM 2540C-2011 1 04/03/2017 1027 AMM138683AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 9.31mg/L0.201.0TDSSM 2540C-20 2601mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1646 BNW 03/31/2017 1828 38572AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 991ug/L5.040Barium7440-39-3 6020B 1001ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B 111ug/L1.35.0Iron7439-89-6 6020B 811ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 1.3 J1ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 29 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Description:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.DupSC30057-02303/29/201703/30/2017AqueousInorganic non-metalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1(Sulfate) 9056A 1 04/01/2017 2113 TAF387141(TDS) SM 2540C-2011 1 03/31/2017 1445 AMM138542AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 1101mg/L0.201.0TDSSM 2540C-20 360 B1mg/L3.410ICP-MS MetalsRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 04/03/2017 1651 BNW 03/31/2017 1828 38572AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 8.2 J1ug/L5.040Barium7440-39-3 6020B 461ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 4001ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 4701ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 30 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
QC SummaryPage: 31 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - MBBatch:Sample ID:SQ38542-00138542Analytical Method:SM 2540C-2011Matrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilTDS 7.003/31/2017 1445J 10 3.4 mg/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 32 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - LCSBatch:Sample ID:SQ38542-00238542Analytical Method:SM 2540C-2011Matrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(mg/L) (mg/L)TDS 1500 03/31/2017 1445981500 90-1101Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 33 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - DuplicateBatch:Sample ID:SC30057-003DU38542Analytical Method:SM 2540C-2011Matrix:AqueousParameterResultQAnalysis Date% RPD% RPD LimitSample AmountDil(mg/L) (mg/L)TDS 990 03/31/2017 14451.1 201000 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 34 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - DuplicateBatch:Sample ID:SC30057-004DU38542Analytical Method:SM 2540C-2011Matrix:AqueousParameterResultQAnalysis Date% RPD% RPD LimitSample AmountDil(mg/L) (mg/L)TDS 220 03/31/2017 144515 20250 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 35 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - MBBatch:Sample ID:SQ38683-00138683Analytical Method:SM 2540C-2011Matrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilTDS ND04/03/2017 102710 3.4 mg/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 36 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - LCSBatch:Sample ID:SQ38683-00238683Analytical Method:SM 2540C-2011Matrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(mg/L) (mg/L)TDS 1500 04/03/2017 1027991500 90-1101Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 37 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - MBBatch:Sample ID:SQ38703-00138703Analytical Method:9056AMatrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilSulfate ND03/31/2017 15521.0 0.20 mg/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 38 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - LCSBatch:Sample ID:SQ38703-00238703Analytical Method:9056AMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(mg/L) (mg/L)Sulfate 22 03/31/2017 161611020 87-1121Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 39 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - MBBatch:Sample ID:SQ38714-00138714Analytical Method:9056AMatrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilSulfate ND04/01/2017 14001.0 0.20 mg/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 40 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - LCSBatch:Sample ID:SQ38714-00238714Analytical Method:9056AMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(mg/L) (mg/L)Sulfate 21 04/01/2017 142410420 87-1121Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 41 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - MSBatch:Sample ID:SC30057-011MS38714Analytical Method:9056AMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitSample AmountDil(mg/L) (mg/L) (mg/L)Sulfate 40 04/01/2017 15129520 87-11221 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 42 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - MSDBatch:Sample ID:SC30057-011MD38714Analytical Method:9056AMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% RPD% Rec Limit% RPD LimitSample AmountDil(mg/L) (mg/L) (mg/L)Sulfate 39 04/01/2017 15369220 87-1121.6 2021 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 43 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - MBBatch:Sample ID:SQ38767-00138767Analytical Method:9056AMatrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilSulfate ND04/03/2017 17491.0 0.20 mg/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 44 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - LCSBatch:Sample ID:SQ38767-00238767Analytical Method:9056AMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(mg/L) (mg/L)Sulfate 21 04/03/2017 181310420 87-1121Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 45 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. ICP-MS Metals - MBBatch:Prep Method:Prep Date:Sample ID:SQ38571-001385713005A03/31/2017 1828Analytical Method:6020BMatrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilAluminum ND04/03/2017 120940 5.0 ug/L1Barium ND04/03/2017 12095.0 0.63 ug/L1Cadmium ND04/03/2017 12090.50 0.13 ug/L1Chromium ND04/03/2017 12095.0 1.3 ug/L1Iron ND04/03/2017 120950 13 ug/L1Lead ND04/03/2017 12091.0 0.25 ug/L1Manganese ND04/03/2017 12095.0 0.63 ug/L1Selenium ND04/03/2017 12095.0 1.3 ug/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 46 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
ICP-MS Metals - LCSBatch:Prep Method:Prep Date:Sample ID:SQ38571-002385713005A03/31/2017 1828Analytical Method:6020BMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(ug/L) (ug/L)Aluminum 110 04/03/2017 1215112100 80-1201Barium 100 04/03/2017 1215104100 80-1201Cadmium 100 04/03/2017 1215104100 80-1201Chromium 100 04/03/2017 1215104100 80-1201Iron 1100 04/03/2017 12151081000 80-1201Lead 100 04/03/2017 1215103100 80-1201Manganese 100 04/03/2017 1215104100 80-1201Selenium 110 04/03/2017 1215105100 80-1201Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 47 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. ICP-MS Metals - MSBatch:Prep Method:Prep Date:Sample ID:SC30057-001MS385713005A03/31/2017 1828Analytical Method:6020BMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitSample AmountDil(ug/L) (ug/L) (ug/L)Aluminum 22000 04/03/2017 1239N 11300100 70-13011000 1Barium 380 04/03/2017 1239116100 70-130270 1Cadmium 110 04/03/2017 1239100100 70-1307.5 1Chromium 120 04/03/2017 1239105100 70-13020 1Iron 34000 04/03/2017 1239981000 70-13033000 1Lead 120 04/03/2017 1239110100 70-1308.1 1Manganese 6200 04/03/2017 1529N -260100 70-1306400 20Selenium 71 04/03/2017 123971100 70-130ND 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 48 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
ICP-MS Metals - MSDBatch:Prep Method:Prep Date:Sample ID:SC30057-001MD385713005A03/31/2017 1828Analytical Method:6020BMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% RPD% Rec Limit% RPD LimitSample AmountDil(ug/L) (ug/L) (ug/L)Aluminum 23000 04/03/2017 1244N 11700100 70-1302.0 2011000 1Barium 390 04/03/2017 1244120100 70-1301.2 20270 1Cadmium 110 04/03/2017 1244101100 70-1300.83 207.5 1Chromium 120 04/03/2017 1244105100 70-1300.24 2020 1Iron 35000 04/03/2017 1244N 2471000 70-1304.3 2033000 1Lead 120 04/03/2017 1244113100 70-1302.7 208.1 1Manganese 6400 04/03/2017 1535N-46100 70-1303.4 206400 20Selenium 76 04/03/2017 124476100 70-1308.0 20ND 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 49 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. ICP-MS Metals - MBBatch:Prep Method:Prep Date:Sample ID:SQ38572-001385723005A03/31/2017 1828Analytical Method:6020BMatrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilAluminum ND04/03/2017 160540 5.0 ug/L1Barium ND04/03/2017 16055.0 0.63 ug/L1Cadmium ND04/03/2017 16050.50 0.13 ug/L1Chromium ND04/03/2017 16055.0 1.3 ug/L1Iron ND04/03/2017 160550 13 ug/L1Lead ND04/03/2017 16051.0 0.25 ug/L1Manganese ND04/03/2017 16055.0 0.63 ug/L1Selenium ND04/03/2017 16055.0 1.3 ug/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 50 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
ICP-MS Metals - LCSBatch:Prep Method:Prep Date:Sample ID:SQ38572-002385723005A03/31/2017 1828Analytical Method:6020BMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(ug/L) (ug/L)Aluminum 110 04/03/2017 1610110100 80-1201Barium 100 04/03/2017 1610103100 80-1201Cadmium 100 04/03/2017 1610104100 80-1201Chromium 100 04/03/2017 1610103100 80-1201Iron 1100 04/03/2017 16101091000 80-1201Lead 100 04/03/2017 1610102100 80-1201Manganese 100 04/03/2017 1610103100 80-1201Selenium 100 04/03/2017 1610103100 80-1201Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 51 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. ICP-MS Metals - MSBatch:Prep Method:Prep Date:Sample ID:SC30057-021MS385723005A03/31/2017 1828Analytical Method:6020BMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitSample AmountDil(ug/L) (ug/L) (ug/L)Aluminum 2700 04/03/2017 1622N 1010100 70-1301700 1Barium 490 04/03/2017 1622113100 70-130380 1Cadmium 99 04/03/2017 162299100 70-130ND 1Chromium 190 04/03/2017 162293100 70-13099 1Iron 4700 04/03/2017 1622N 1331000 70-1303300 1Lead 110 04/03/2017 1622106100 70-1301.0 1Manganese 160 04/03/2017 1622107100 70-13058 1Selenium 100 04/03/2017 162298100 70-1306.7 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 52 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
ICP-MS Metals - MSDBatch:Prep Method:Prep Date:Sample ID:SC30057-021MD385723005A03/31/2017 1828Analytical Method:6020BMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% RPD% Rec Limit% RPD LimitSample AmountDil(ug/L) (ug/L) (ug/L)Aluminum 2500 04/03/2017 1628N 843100 70-1306.4 201700 1Barium 490 04/03/2017 1628116100 70-1300.59 20380 1Cadmium 100 04/03/2017 1628100100 70-1300.78 20ND 1Chromium 190 04/03/2017 162889100 70-1302.2 2099 1Iron 4600 04/03/2017 16281301000 70-1300.63 203300 1Lead 110 04/03/2017 1628108100 70-1301.2 201.0 1Manganese 160 04/03/2017 1628106100 70-1300.24 2058 1Selenium 110 04/03/2017 1628100100 70-1301.8 206.7 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 53 of 53106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Chain of CustodyandMiscellaneous Documents106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
SHEALY ENVIRONMENTAL SERVICES, INC. 106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. SHEALY ENVIRONMENTAL SERVICES, INC. 106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
SHEALY ENVIRONMENTAL SERVICES, INC. 106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. SHEALY ENVIRONMENTAL SERVICES, INC. 106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
SHEALY ENVIRONMENTAL SERVICES, INC.Report of AnalysisERM NC, Inc.Ballantyne One15720 Brixham Hill Avenue, Suite 120Charlotte, NC 28277Attention: Alan MartinSE09013Lot Number:RJ Reynolds - Rural HallProject Name:05/12/2017Date Completed:Kelly M. NanceProject Manager This report shall not be reproduced, except in its entirety, without the written approval of Shealy Environmental Services, Inc.The following non-paginated documents are considered part of this report: Chain of Custody Record and Sample Receipt Checklist.Page: 1 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. SHEALY ENVIRONMENTAL SERVICES, INC.Case NarrativeERM NC, Inc.Lot Number: SE09013 SC DHEC No: 32010NC Field Parameters No: 5639 NELAC No: E87653 NC DENR No: 329 This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary following this Case Narrative. The sample receiving date is documented in the header information associated with each sample.All results listed in this report relate only to the samples that are contained within this report.Sample receipt, sample analysis, and data review have been performed in accordance with the most current approved NELAC standards, the Shealy Environmental Services, Inc. ("Shealy") Quality Assurance Management Plan (QAMP), standard operating procedures (SOPs), and Shealy policies. Any exceptions to the NELAC standards, the QAMP, SOPs or policies are qualified on the results page or discussed below.If you have any questions regarding this report please contact the Shealy Project Manager listed on the cover page.Inorganic MetalsThe method blank associated with batch 41585 had aluminum detected at a concentration that was above the MDL but below ½ the PQL. All samples associated with this method blank that have detections for aluminum have been flagged with a "B”.Page: 2 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
SHEALY ENVIRONMENTAL SERVICES, INC.Sample SummaryERM NC, Inc.Lot Number: SE09013 Sample Number Sample IDMatrix Date Sampled Date Received00105/08/2017 1320SS-01Aqueous05/09/2017(1 sample)Page: 3 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. SHEALY ENVIRONMENTAL SERVICES, INC.Executive SummaryERM NC, Inc.Lot Number: SE09013 Sample Sample IDMatrix ParameterMethod Result Q Units Page001 SS-01Aqueous Sulfate9056A23mg/L 5001 SS-01Aqueous TDSSM 2540C-150mg/L 5001 SS-01Aqueous Aluminum6020B590 B ug/L 6001 SS-01Aqueous Barium6020B57ug/L 6001 SS-01Aqueous Iron6020B660ug/L 6001 SS-01Aqueous Manganese6020B6.8ug/L 6(6 detections)Page: 4 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metalsDescription:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-01SE09013-00105/08/2017 132005/09/2017AqueousRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 (Sulfate) 9056A 1 05/11/2017 0905 TAF418281(TDS) SM 2540C-2011 1 05/10/2017 1401 MGM41626AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLSulfate9056A 231mg/L0.201.0TDSSM 2540C-20 1501mg/L3.410J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 5 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. ICP-MS MetalsDescription:Matrix:Date Received:Client:Laboratory ID:Date Sampled:ERM NC, Inc.SS-01SE09013-00105/08/2017 132005/09/2017AqueousRun Prep MethodAnalytical Method Dilution Analysis Date Analyst Prep Date Batch1 3005A6020B 1 05/11/2017 1539 BNW 05/09/2017 1727 41585AnalyticalCASParameterNumberMethodResult Q PQLUnits RunMDLAluminum7429-90-5 6020B 590 B1ug/L5.040Barium7440-39-3 6020B 571ug/L0.635.0Cadmium7440-43-9 6020B ND1ug/L0.130.50Chromium7440-47-3 6020B ND1ug/L1.35.0Iron7439-89-6 6020B 6601ug/L1350Lead7439-92-1 6020B ND1ug/L0.251.0Manganese7439-96-5 6020B 6.81ug/L0.635.0Selenium7782-49-2 6020B ND1ug/L1.35.0J = Estimated result < PQL and > MDLPQL = Practical quantitation limitB = Detected in the method blank E = Quantitation of compound exceeded the calibration rangeP = The RPD between two GC columns exceeds 40%ND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria_H = Out of holding timePage: 6 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
QC SummaryPage: 7 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - MBBatch:Sample ID:SQ41626-00141626Analytical Method:SM 2540C-2011Matrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilTDS ND05/10/2017 140110 3.4 mg/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 8 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - LCSBatch:Sample ID:SQ41626-00241626Analytical Method:SM 2540C-2011Matrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(mg/L) (mg/L)TDS150005/10/2017 140199150090-1101Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 9 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - DuplicateBatch:Sample ID:SE09013-001DU41626Analytical Method:SM 2540C-2011Matrix:AqueousParameterResultQAnalysis Date% RPD% RPD LimitSample AmountDil(mg/L) (mg/L)TDS14005/10/2017 14010.69 20150 1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 10 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Inorganic non-metals - MBBatch:Sample ID:SQ41828-00141828Analytical Method:9056AMatrix:AqueousParameter Result Q PQL MDL UnitsAnalysis DateDilSulfate ND05/11/2017 01531.0 0.20 mg/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 11 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. Inorganic non-metals - LCSBatch:Sample ID:SQ41828-00241828Analytical Method:9056AMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(mg/L) (mg/L)Sulfate2105/11/2017 021710720 87-1121Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 12 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
ICP-MS Metals - MBBatch:Prep Method:Prep Date:Sample ID:SQ41585-001415853005A05/09/2017 1727Analytical Method:6020BMatrix:AqueousParameterResult QPQL MDL UnitsAnalysis DateDilAluminum6.205/11/2017 1518J40 5.0 ug/L1BariumND05/11/2017 15185.0 0.63 ug/L1Cadmium ND05/11/2017 15180.50 0.13 ug/L1Chromium ND05/11/2017 15185.0 1.3 ug/L1Iron ND05/11/2017 151850 13 ug/L1Lead ND05/11/2017 15181.0 0.25 ug/L1Manganese ND05/11/2017 15185.0 0.63 ug/L1Selenium ND05/11/2017 15185.0 1.3 ug/L1Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 13 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. ICP-MS Metals - LCSBatch:Prep Method:Prep Date:Sample ID:SQ41585-002415853005A05/09/2017 1727Analytical Method:6020BMatrix:AqueousParameterResultQ% RecSpike AmountAnalysis Date% Rec LimitDil(ug/L)(ug/L)Aluminum9105/11/2017 15239110080-1201Barium8105/11/2017 15238110080-1201Cadmium8105/11/2017 15238110080-1201Chromium8805/11/2017 15238810080-1201Iron86005/11/2017 152386100080-1201Lead8105/11/2017 15238110080-1201Manganese8605/11/2017 15238610080-1201Selenium8105/11/2017 15238110080-1201Note: Calculations are performed before rounding to avoid round-off errors in calculated resultsPQL = Practical quantitation limitND = Not detected at or above the MDLWhere applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"J = Estimated result < PQL and > MDLN = Recovery is out of criteriaP = The RPD between two GC columns exceeds 40%+ = RPD is out of criteria_Page: 14 of 14106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
Chain of CustodyandMiscellaneous Documents106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc. SHEALY ENVIRONMENTAL SERVICES, INC. 106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.
SHEALY ENVIRONMENTAL SERVICES, INC. 106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.comShealy Environmental Services, Inc.

APPENDIX C
GROUNDWATER SAMPLING
LOGS

ERM consulting services worldwide www.erm.com 

ERM has over 150 offices
across the following
countries worldwide

ERM’s Charlotte, North Carolina Office

ERM NC, Inc.
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