60AW_ParkMinistries_LCID_DIN 27444_20170224

January 2017
Ballantyne Proposed Switching Station
Brownfield Site Assessment
Prepared for:
Duke Energy Carolinas, LLC

Brownfield Site Assessment i January 2017
TABLE OF CONTENTS
1 Introduction ................................................................................................................................ 1
1.1 Background............................................................................................................................................................ 1
1.2 Site Geology and Setting ................................................................................................................................. 2
2 Assessment Methodology ....................................................................................................... 3
2.1 Utility Location and Health and Safety ....................................................................................................... 3
2.2 Soil Assessment ................................................................................................................................................... 3
2.3 Monitoring Well Installation ........................................................................................................................... 4
2.3.1 Well Development............................................................................................................................... 5
2.4 Monitoring Well Sampling............................................................................................................................... 5
2.5 IDW Management ............................................................................................................................................... 6
3 Assessment Results ................................................................................................................... 7
3.1 Soil Sampling Results ......................................................................................................................................... 7
3.2 Monitoring Well Gauging Results ................................................................................................................. 7
3.3 Monitoring Well Sampling Results ............................................................................................................... 7
4 Receptor Survey ......................................................................................................................... 9
5 Conclusions ............................................................................................................................... 10
6 References .................................................................................................................................. 11

TABLES
Table 1 Well Construction Summary
Table 2 Soil Data Summary
Table 3 Groundwater Data Summary

FIGURES
Figure 1 Site Location Map
Figure 2 Site Aerial Map
Figure 3 Site Layout Map
Figure 4 Receptor Survey Map

Brownfield Site Assessment ii January 2017
APPENDICES
Appendix A Boring Logs and Well Construction Records
Appendix B Monitoring Well Sampling Logs
Appendix C Laboratory Analytical Reports
Appendix D Brownfields Area Reconnaissance and Receptor Survey Guidance Form

Brownfield Site Assessment 1 January 2017
1 Introduction
Anchor QEA of North Carolina, PLLC (Anchor QEA), on behalf of Duke Energy Carolinas, LLC (Duke
Energy) prepared this report documenting soil and groundwater assessment activities at the
proposed Ballantyne Switching Station (the Site), located at 13741 Lancaster Highway, in Charlotte,
Mecklenburg County, North Carolina. A site location map and site layout map are included as
Figure 1 and Figure 2, respectively. Please note that assessment activities were performed by
Altamont Environmental, Inc. (Altamont) which became Anchor QEA on December 29, 2016. For
report clarity, Altamont is referred to as Anchor QEA hereafter.
According to Mecklenburg County geographic information system (GIS) the Site is currently owned
by Park Ministries Inc. Assessment activities were performed to evaluate the suitability of the Site for
use as a proposed switching station and to evaluate soil and groundwater conditions. A Site
background and summary of assessment methodology, results, potential receptor survey, and
conclusions is included in the following sub-sections.
1.1 Background
Historical Site assessments have included a Phase I Environmental Site Assessment (ESA) completed
by S&ME, dated December 4, 2015 as well as a draft Limited Phase II ESA, also completed by S&ME,
dated March 10, 2016 (S&ME 2015 and 2016). The Site is an approximately 7-acre tract including a
0.943-acre access easement that will be sub-divided from a larger 45-acre parcel.
In its Phase I ESA, S&ME identified one recognized environmental condition (REC) as follows:
• One permitted land clearing and inert debris (LCID) landfill, referred to as 60-AW, is
located on the Site and a second LCID landfill, referred to as 60-X, is located adjacent to
the Site, to the south. Additionally, the results of a file review indicated that the on-site
landfill had received inappropriate waste, including petroleum-impacted soil.
Other pertinent information included in the Phase I ESA is as follows:
• The on-site landfill was permitted in 1994 and closed in 1997.
• Three existing monitoring wells were observed on a site map; only two wells were
observed during a Site visit (one of which appeared to be damaged).
The results of the Limited Phase II ESA indicated the following:
• A geophysical survey indicated that fill material was placed over most of the Site.
• Two of the existing wells were found to be dry and the third was damaged; so no
groundwater data was obtained. These wells continue to be dry.

Brownfield Site Assessment 2 January 2017
• Five soil samples were collected from 14 direct-push borings installed on-site and
analyzed for volatile organic compounds (VOCs) and semivolatile organic compounds
(SVOCs).
• Fill thickness ranged from no fill to as much as 35.5 feet.
• Fill was composed of soil, wood, with some asphalt and gravel.
• Soil analytical results indicated the presence of VOCs and SVOCs. However, only
naphthalene in one sample was detected at a concentration in excess of an applicable
standard (the North Carolina Department of Environmental Quality [DEQ] Protection of
Groundwater Soil Remediation Goal [PSRG]).
1.2 Site Geology and Setting
The Site is located in Mecklenburg County, North Carolina, within the Piedmont physiographic
province of North Carolina. The Piedmont is a relatively broad strip extending from central Alabama
across Georgia and the Carolinas into Virginia. According to the Geologic Map of North Carolina,
rock types in the area include metamorphic gneiss and schist with some granite intrusions (North
Carolina Geologic Survey 1985). The majority of bedrock in the Piedmont is overlain with residual soil
and saprolite of varying thickness.
Topographic data shown on Figure 1 indicates that Site elevation ranges from approximately 550
feet to 540 feet (National Geodetic Vertical Datum 1929). The Site is located on a topographic high.
Groundwater from the Site likely flows to the northwest, north, and east, eventually discharging to
McAlpine Creek. Based on historic Site data (as shown on Figure 3), LCID was mainly placed in a
gulley on the northwest area of the Site. In this area, groundwater is expected to flow only to the
north and northwest, although groundwater flow direction has not been confirmed.
LCID fill is composed of soil, wood, with some asphalt and gravel. Soil in areas without fill are
composed primarily of topsoil underlain by saprolite, with perhaps some areas of re-worked soils.

Brownfield Site Assessment 3 January 2017
2 Assessment Methodology
A description of assessment methodology is included in the following sub-sections. Well
construction information is included in Table 1. Boring logs and well construction records are
included as Appendix A and monitoring well sampling logs are included in Appendix B. A Site Layout
Map and Sample Location Map are included as Figures 2 and 3, respectively.
2.1 Utility Location and Health and Safety
Anchor QEA prepared a Site-specific Health and Safety Plan (HASP) for field use. The HASP was
reviewed by Anchor QEA employees, contractors and Site visitors prior to initiating work activities. A
daily tailgate meeting was held with Anchor QEA employees and Site contractors in order to identify
and mitigate potential Site hazards associated with that day’s activities. Additionally, field personnel
participated in a mid-day and end-of-day wellness check to ensure that health and safety procedures
were appropriate and effective for preventing injuries.
Prior to engaging in intrusive activities, Anchor QEA contacted the North Carolina One-Call Center to
identify public utilities at the Site. Due to the nature of the Site (a former landfill) and the previous
geophysical report prepared by S&ME’s subcontractor, the presence of unknown utilities was
unlikely. However, to further reduce the risk of encountering unknown sub-surface hazards, Anchor
QEA subcontracted a private utility locator to clear Site boring locations using ground-penetrating
radar (GPR) and/or similar geophysical techniques. Additionally, prior to intrusive activities, all
boring/well locations were “cleared” by advancing a hand auger or post-hole digger to at least 5 feet
below ground surface (ft-bgs).
2.2 Soil Assessment
To further assess soil quality in the area of the proposed switching station as well as in landfill LCID
material, Anchor QEA advanced three soil borings in the western half of the proposed switching
station and collected soil samples from monitoring well borings in other areas of the Site. The
purpose of soil borings SB-1, SB-2, and SB-3, as well as soil collected from OW-1 is to provide some
additional soil quality data in the proposed substation area, as Site workers may encounter this soil
during grading/construction activities.
An Anchor QEA field geologist observed all soil borings and screened soil with a photoionization
detector (PID) for organic vapor content. Soil cores in monitoring well locations were also field-
screened.
South Atlantic Environmental Drilling and Construction Co. Inc. (SAEDACCO), a North Carolina-
licensed well driller, performed drilling activities and collected continuous soil cores from soil boring
SB-1 and monitoring well locations OW-1, OW-2, and OW-3 using sonic drilling techniques. Soil

Brownfield Site Assessment 4 January 2017
cores were collected via dedicated sleeves in 10-foot intervals. Soil borings SB-2 and SB-3 were
advanced to only 2 ft-bgs and were collected with a hand auger.
Monitoring wells OW-2 and OW-3 were installed into LCID material. In these locations, samples were
collected based on elevated PID readings or other visual/olfactory indications of potential impacted
media. A sample was collected from 5 to 8 ft-bgs and 15 to 20 ft-bgs from the OW-2 boring and
from 17 to 18 ft-bgs in the OW-3 boring. Boring material in these locations was primarily woody
debris with some soil and occasional concrete and asphalt. In both of these locations, approximately
5 feet of soil was observed covering LCID material.
Soil borings SB-1, SB-2, SB-3, and OW-1 were advanced into soil which was composed primarily of
topsoil followed by saprolite. A black-to-grey fractured granodiorite was encountered in OW-1 at a
depth of approximately 35 ft-bgs. However, bedrock was interspersed with saprolite in this location.
There were no PID readings or other indications of impacted media in these locations. Soil samples
were collected from the 0 to 2 ft-bgs depth interval from borings SB-1, SB-2, and SB-3. A soil sample
was not collected from OW-1.
Soil samples were collected in laboratory-provided containers, placed in a cooler on ice, and
delivered to a Prism Laboratories, North Carolina-certified laboratory. Soil samples were analyzed for
VOCs by United States Environmental Protection Agency (EPA) Method 8260, SVOCs by EPA Method
8270, Resource Conservation and Recovery Act (RCRA) metals using EPA Method 6010 and 7471,
polychlorinated biphenyls (PCBs) by EPA Method 8082, chlorinated pesticides by EPA Method 8081,
herbicides by EPA Method 8151, and pH by Method 9045D.
2.3 Monitoring Well Installation
Prior to monitoring well installation, Anchor QEA obtained a County of Mecklenburg Subsurface
Investigation Permit for well installation. Permit number 70002395 was issued on November 21,
2016.
Anchor QEA oversaw the installation of four monitoring wells, OW-1, OW-2S, OW-2D, and OW-3, on
November 28 and 29, 2016. Wells OW-2S and OW-2D were installed as nested wells in the same
borehole. Monitoring wells were installed using sonic drilling technology in order to prevent
downward migration of contaminants during installation in the landfill area.
Monitoring well OW-1 was installed to a depth of 57 ft-bgs in the southeast corner of the Site to
evaluate groundwater conditions in the area near a neighboring residential development.
Monitoring wells OW-2S and OW-2D were installed in the landfill area to evaluate groundwater
conditions within and downgradient of the landfill. This area of the landfill is where S&ME reported
the LCID thickness to be greatest. Well OW-2S was installed to a depth of 36 ft-bgs, the depth of the

Brownfield Site Assessment 5 January 2017
base of LCID in this area, and screened within LCID material. Well OW-2D was installed below LCID
material to a depth of 50 ft-bgs.
Monitoring well OW-3 was also installed into LCID material at a terminal depth of 26 ft-bgs, the
depth of the base of LCID in this area.
The monitoring wells are composed of 2-inch nominal inside-diameter (ID) Schedule 40 polyvinyl
chloride (PVC). A 10-foot-long 0.010-inch machine-slotted screen was installed in monitoring wells
OW-2S, OW-2D, and OW-3. A 20-foot-long screen was used in monitoring well OW-1. A #2 filter
sand filled the annular space between the well screen and the borehole from the base of the
borehole to a depth of approximately 2 feet above the top of the well screen. Hydrated bentonite
pellets filled the annular space from the sand pack to 2 feet above the sand pack. A bentonite-grout
mixture filled the annular space from the bentonite seal to 2 ft-bgs and the wells were completed
with locking stick-up well covers set in a concrete pad.
2.3.1 Well Development
After installation, Anchor QEA developed each monitoring well using the surge-and-bail method and
purged using a submersible Whale® pump. Monitoring well OW-3 was found to be dry. Monitoring
wells OW-2S and OW-2D were developed both on November 29 and November 30, 2016, due to
limited recharge in these wells. A total of approximately 5.5 gallons was purged from OW-2S and 5.5
gallons from OW-2D. Water remained turbid in these wells.
Well OW-1 was developed on November 30, 2016. A total of approximately 15 to 20 gallons was
purged from this well. Water was mostly clear at the end of development.
2.4 Monitoring Well Sampling
Anchor QEA sampled monitoring wells using dedicated polyethylene bailers on December 7, 2016.
Prior to purging, groundwater levels were measured in each well using a water-level meter. During
purging, field parameters for pH, specific conductance, turbidity, dissolved oxygen, and temperature
were recorded after each well volume was removed. A groundwater sample was collected from each
well after at least three well volumes had been purged. Due to very low recharge, OW-2D was
purged dry after only one well volume and was subsequently sampled. Sample OW-2S should be
considered a landfill contact water sample as it was collected from perched water within landfill LCID.
The samples were transferred to laboratory-provided sample containers and placed in a cooler on ice
for delivery to the laboratory. Groundwater samples were analyzed by Prism Laboratories for VOCs
using EPA Method 8260, SVOCs using EPA Method 8270, total and dissolved RCRA metals using
Method 6010 and 7471, chlorinated pesticides by EPA Method 8081, and herbicides by EPA Method
8151.

Brownfield Site Assessment 6 January 2017
The sample collected from well OW-2D was only analyzed for VOCs, SVOCs, and chlorinated
pesticides, due to limited sample volume.
2.5 IDW Management
SAEDACCO containerized all groundwater and soil investigative derived waste (IDW) in 55-gallon
Department of Transportation (DOT)-approved drums. Following review of laboratory analytical data,
and in accordance with the IDW disposal guidelines in the Inactive Hazardous Sites Program
Guidelines for Assessment and Cleanup, dated October 2015, Anchor QEA spread soil and
groundwater IDW on-site on January 19, 2017 in the vicinity of the sample location from which the
IDW was generated.

Brownfield Site Assessment 7 January 2017
3 Assessment Results
A summary of soil and groundwater assessment results are described in the following sub-sections.
Groundwater elevations are show on Table 1, soil analytical results on Table 2, and groundwater
analytical results in Table 3. Laboratory analytical reports are included as Appendix C.
3.1 Soil Sampling Results
Soil analytical results were compared to the PSRGs.
None of the samples contained concentrations of PCBs or herbicides in excess of the laboratory
reporting limits. Other than a low concentration of one pesticide in SB-3, pesticides were not
detected in excess of the laboratory reporting limits in any other sample.
Soil samples SB-1, SB-2, and SB-3, which were collected in shallow soil in areas outside of the landfill
footprint, did not contain concentrations of VOCs (other than acetone, a common laboratory
contaminant) or SVOCs in excess of the laboratory reporting limit. All three of these samples
contained detectable concentrations of metals, however all concentrations were below the PSRGs. A
low concentration of trans-chlordane (0.0042 milligrams per kilogram [mg/kg]) was detected in
sample SB-3, but at concentration below the PSRG of 7.7 mg/kg.
Soil samples OW-2 (5-8), OW-2 (15-20), and OW-3 (17-18), which were collected from LCID material
in the landfill contained concentrations of various VOC, SVOC, and metals constituents. However, all
detections were at concentrations below the PSRGs. Additionally, metals detections in LCID material
were similar to detections in non-LCID material at the Site.
Generally, detected constituents are consistent with results obtained during S&ME’s assessment
(S&ME 2016).
3.2 Monitoring Well Gauging Results
Depth to groundwater on December 7, 2016 ranged from approximately 48 ft-bgs in OW-2D to 47
ft-bgs in OW-1. Groundwater elevation was measured at 530.09 feet above mean sea level (ft-msl) in
OW-2D and 536.49 ft-msl in OW-1.
Perched water (LCID contact water) was measured in well OW-2S at a depth of approximately 32
ft-bgs and a thickness of 3.4 feet. Elevation of perched water in OW-2S was measured at 546.77 ft-
msl.
3.3 Monitoring Well Sampling Results
Groundwater analytical results were compared to the North Carolina Administrative Code (NCAC)
02L .0202 groundwater standards (2L standards).

Brownfield Site Assessment 8 January 2017
Pesticides and herbicides were not detected in any sample above the laboratory reporting limit.
Sample OW-1 did not contain VOCs or SVOCs in excess of the laboratory reporting limit. This sample
did contain detections of various metals (both total and dissolved) in excess of the 2L standard.
However, these concentrations are likely attributable to sample turbidity and/or naturally occurring
concentrations of these constituents.
Samples OW-2S (LCID contact water sample) and OW-2D both contained concentrations of
tetrachloroethylene (PCE) in excess of the 2L standard of 0.7 micrograms per liter (µg/L). PCE was
detected at a concentration of 1.2 µg/L in OW-2S and 3.8 µg/L in OW-2D. Additional VOCs in both of
these samples and SVOCs in OW-2S were detected, but at concentrations below the 2L standards.
Various metals (both total and dissolved) were detected in OW-2S at concentrations in excess of the
2L standards. The concentrations of metals in OW-2S are only slightly higher than the concentrations
detected in OW-1, indicating that landfill LCID is likely not a significant contributor of metals to
groundwater.

Brownfield Site Assessment 9 January 2017
4 Receptor Survey
A Brownfields Area Reconnaissance and Receptor Survey was performed on November 23, 2016 by
Anchor QEA personnel. A Brownfields Area Reconnaissance and Receptor Survey Guidance Form is
included in Appendix D and a Receptor Survey Map is included as Figure 4.
Results of the receptor survey indicate that University Park Baptist Church, located to the south of
the Site, and owned by Park Ministries Inc. (the Site owner), has an irrigation supply well and septic
field. The well is approximately 600 feet to the south of the Site. According to Mr. Rick Galloway,
Park Ministries Inc. representative, the church property is provided potable water through Carolina
Water Utilities, Inc. Another church was identified approximately 500 feet to the west of the Site.
Most of the surrounding area is supplied by municipal water and sewer services. However, the Danby
Road development is supplied by four public water supply wells, located approximately 0.5 miles to
the southwest of the Site. Additionally, a water supply well was identified on Darington Court,
located approximately 1,500 feet to the southwest of the Site. However, Mecklenburg County
Department of Groundwater and Wastewater Services data indicates that the Darington Court well is
currently inactive.
One possible, existing groundwater monitoring well was observed approximately 600 feet to the
south of the Site. This well did not have a protective casing and it’s construction information is
unknown.
McAlpine Creek is located 500 feet to the north of the Site, in the likely downgradient direction of
the on-site landfill. Based on Mecklenburg County hydrology, a pond may be located 500 feet to the
southeast of the Site.

Brownfield Site Assessment 10 January 2017
5 Conclusions
The results of this assessment and previous assessment (S&ME 2016) indicate that the western
portion of the Site was used as an inert debris landfill. LCID material primarily consists of soil, wood,
with some asphalt and concrete. Historical topographic maps and field observations indicate that
LCID was placed in a drainage swale or gully on the western side of the Site. Soil analytical results
indicated that VOCs and SVOCs are present in LCID material, but at concentrations below the
industrial/commercial PSRGs. Also, constituents of concern have not been detected in soil outside of
the landfill footprint. Five feet of soil was observed covering LCID material in the OW-2 and OW-3
locations.
Concentrations of PCE in groundwater within the landfill footprint slightly exceed the 2L standards.
This data indicates that there may be an isolated source of PCE in landfill LCID upgradient of
monitoring wells OW-2S and OW-2D. However, multiple soil samples, both during this assessment
and S&ME’s assessment (S&ME 2016) have not located a source of PCE in soil or landfill LCID.
Sensitive receptors were not identified in the likely downgradient direction of impacted-
groundwater. However, an irrigation supply well was identified approximately 600 feet to the south
of the Site, in the upgradient direction. An active public water supply well system was also identified
approximately 0.5 miles to the southwest of the Site. Site topography and observations of landfill
placement indicate that groundwater below the landfill likely flows to the north and northwest,
eventually discharging to McAlpine Creek. Therefore, the irrigation supply well and water supply well
system are not expected to be affected by impacted groundwater on-site.

Brownfield Site Assessment 11 January 2017
6 References
North Carolina Department of Environment and Natural Resources (DENR), 1985. Geologic Map of
North Carolina.
S&ME, 2015. Phase I Environmental Site Assessment. December 4.
S&ME, 2016. Draft Limited Phase II Environmental Site Assessment. March 10.

Tables
Table 1
Well Construction Summary
Well ID*
Date of
Installation
Total Depth
(ft-bgs)
Screen
Length
(ft)
Screen Interval
(ft-bgs)
Ground Surface
Elevation
(ft-msl)
TOC Elevation
(ft)
Stickup height
(ft)
Depth to Bottom
(ft-btoc)
Depth to Groundwater on
12/7/2016
(ft-btoc)
Groundwater elevation (ft-
msl)
OW-1 11/29/2016 57 20 37-57 583.17 585.99 2.82 60.45 49.5 536.49
OW-2S 11/29/2016 36 10 26-36 578.43 580.75 2.32 37.35 33.98 546.77
OW-2D 11/29/2016 50 10 40-50 578.43 580.75 2.32 53.75 50.66 530.09
OW-3 11/29/2016 26 10 16-26 583.08 585.35 2.27 26.37 Dry NA
Notes:
ft
ft-bgs below ground surface
ft-btoc below top of casing
*Wells were constructed with abovegrade top-of-casing and steel well protection.
TOC top of casing
ft-msl feet above mean sea level
NA not applicable
feet
Phase II Environmental Site Assessment
Proposed Ballantyne Switching Station
Duke Energy
Page 1 of 1
January 2017
Table 2
Summary of Soil Analytical Results
Sample ID:
OW-2
(5-8)
OW-2
(15-20)
OW-3
(17-18) SB-1 SB-2 SB-3
Date:11/28/2016 11/28/2016 11/29/2016 11/29/2016 11/29/2016 11/29/2016
Depth (ft-bgs):5-8'15-20' 17-18'0-2'0-2'0-2'
IHSB PSRG - I
Volatile Organic Compounds (VOCs) (mg/kg) - EPA Method 8260
2-Hexanone (MBK)260 <0.067 0.016 J 0.079 <0.060 <0.068 <0.058
2-Butanone (MEK)38000 <0.13 0.16 0.25 <0.12 <0.12 <0.12
4-Isopropyltoluene NA 0.33 LL 0.20 2.4 <0.0060 <0.0068 <0.0058
Acetone 100,000 0.10 0.58 2.4 <0.060 0.072 0.047 J
Methyl Isobutyl Ketone 3,360 <0.067 <0.082 0.014 J <0.060 <0.068 <0.058
n-Propylbenzene 264 <0.067 <0.082 0.0047 J <0.0060 <0.0068 <0.0058
Toluene 818 <0.067 0.0097 0.0041 J <0.0060 <0.0068 <0.0058
3/4-Methylphenol 16,400 <0.39 5.7 6.7 <0.42 <0.43 <0.37
Benzo[b]fluoranthene 2.90 0.10 J <0.46 <0.43 <0.42 <0.43 <0.37
Benzoic Acid 100000.00 <0.39 3.5 4.5 <0.42 <0.43 <0.37
Chrysene 290 0.11 J <0.46 <0.43 <0.42 <0.43 <0.37
Fluoranthene 6,000 0.27 J <0.46 <0.43 <0.42 <0.43 <0.37
Phenol 50,000 <0.39 <0.46 0.79 <0.42 <0.43 <0.37
Pyrene 4,600 0.24 J <0.46 <0.43 <0.42 <0.43 <0.37
Herbicides NA ND ND ND ND ND ND
trans-Chlordane 7.7 <0.0023 <0.0028 <0.0026 <0.0026 <0.0026 0.0042
PCBs NA ND ND ND ND ND ND
Arsenic 3 1.8 1.8 1.7 1.5 1.5 0.94
Barium 44,000 120 78 54 83 70 76
Chromium (Total)100,000 82 73 73 150 56 130
Chromium VI 6.3 0.59 <0.56 <0.53 2.2 <0.53 0.51
Lead 800 2.8 11 11 2.6 1.2 1.8
Mercury 3.13 <0.025 <0.029 0.074 0.027 <0.024 <0.024
General Chemistry - EPA Method 9045D
pH (Standard Units)NA 8.8 5.8 5.3 6.8 8.0 7.3
NOTES:
Detections Only constituents detected above the method detection limit are reported.
ft-bgs feet below ground surface
IHSB PSRG - I Inactive Hazardous Sites Branch (IHSB) Preliminary Industrial Health Based Soil Remediation Goal (PSRG) updated October 2016.
mg/kg miligrams per kilogram
EPA Environmental Protection Agency
1.8 Bold indicates constituent was detected above the laboratory reporting limit.
<0.0023 Indicates constituent was not detected at a concentration above the laboratory reporting limit.
0.047 J J flag indicates constituent was detected above the method detection limit but below the laboratory reporting limit,
and is therefore considered an estimate.
NA not available
0.33 LL LL flag indicates that medium level analysis result was below the reporting limit.
ND Not detected.
Metals (mg/kg) - EPA Method 6010, 7471, and 7196
Constituent
Semivolatile Organic Compounds (SVOCs) (mg/kg) - EPA Method 8270
Chlorinated Herbicides (mg/kg) - EPA Method 8151
Organochlorine Pesticides (mg/kg) - EPA Method 8081
Polychlorinated Biphenyls (PCBs) (mg/kg) - EPA Method 8082
Phase II Environmental Site Assessment
Proposed Ballantyne Switch Station, Duke Energy
Page 1 of 1
January 2017
Table 3
Summary of Groundwater Analytical Results
Well ID:OW-1 OW-2S OW-2D
Sample Date:12/7/2016 12/7/2016 12/7/2016
NC 2L Standard
(µg/L)
(µg/L)(µg/L)(µg/L)
4-Isopropyltoluene 25 <0.50 0.85 <0.50
Acetone 6,000 <5.0 33 10
Chloroform 70 <0.50 <0.50 2.1
n-Propylbenzene 70 <0.50 0.84 <0.50
Tetrachloroethene 0.7 <0.50 1.2 3.8
Toluene 600 <0.50 0.89 0.99
3/4 Methylphenol 40 <10 7.1 J <11
Benzoic Acid 30,000 <100 44 J <110
Pesticides NA ND ND NS
Herbicides NA ND ND ND
Arsenic 10 <0.010 23 NS
Barium 700 1,000 1,800 NS
Chromium 10 180 210 NS
Lead 15 <0.0050 24 NS
Selenium 20 22 25 NS
Barium 700 270 230 NS
Selenium 20 75 72 NS
NOTES:
Detections Only detected compounds are listed on this table. Please refer to Laboratory Analytical
Report for further details.
NC 2L Standard NC 2L Standards are from "North Carolina Administrative Code, Title 15A: Department of
Environment and Natural Resources, Subchapter 2L - Groundwater Classifications
and Standards," DENR (Amended April 1, 2013). 2L Standards also include the
Interim Maximum Allowable Concentrations (IMACs) where applicable.
µg/L micrograms per liter
J "J" is a laboratory data qualifier used for constituents detected at estimated concentrations
above method detection limit (MDL) but below method reporting limit (MRL).
0.462 Bold indicates the constituent was detected at a level above the laboratory MRL.
462 Bold and shaded indicates that the constituent was detected above a respective standard.
NA not applicable
NS not sampled for
ND not detected
Constituent
Metals (Dissolved) - EPA Method 6010D and 7471
Organochlorine Pesticides - EPA Method 8081
Chlorinated Herbicides - EPA Method 8151
Volatile Organic Compounds (VOCs) - EPA Method 8260B
Semivolatile Organic Compounds (SVOCs) - EPA Method 8270D
Metals (Total) - EPA Method 6010 and 7471
Phase II Environmental Site Assessment
Proposed Ballantyne Switching Station, Duke Energy
Page 1 of 1
January 2017

Figures
[0 2,000
Feet
NOTES:USGS Topographic Maps -Fort Mill Quadrangle 1993Weddington Quadrangle 1988
LEGEND:
Approximate Site Boundary
Publish Date: 2017/01/26, 2:52 PM | User: ecrute
Filepath: \\Asheville1\Asheville\Projects\Duke Energy\Ballantyne Switchyard Brownfield Assessment\Reports\Phase II ESA\Figures\GIS\Figure 1 - Site Location Map.mxd
Figure 1Site Location Map
Proposed Ballantyne Switching Station
Duke Energy
Anchor QEA of North Carolina, PLLC
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Feet
NOTES:
Orthoimagery - NC OneMap 2016Parcels - Mecklenburg County GIS2016Hydrology - NC OneMap 2007Roads - NC OneMap 2007
LEGEND:
Approximate Site Boundary
Proposed Switching Station
Hydrology
Roads
Publish Date: 2017/01/26, 2:49 PM | User: ecrute
Filepath: \\Asheville1\Asheville\Projects\Duke Energy\Ballantyne Switchyard Brownfield Assessment\Reports\Phase II ESA\Figures\GIS\Figure 2 - Site Aerial Map.mxd
Figure 2Site Aerial Map
Proposed Ballantyne Switching Station
Duke Energy
Anchor QEA of North Carolina, PLLC
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!U
!U
!U






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

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











[0 75
Feet
NOTES:LEGEND:
Soil Boring Location
!U Groundwater Well Location
!A S&ME Geoprobe Boring Location and Fill Thickness
Fill Thickness Contour Line
Existing Cell Tower
Proposed Switching Station
Site Boundary
Publish Date: 2017/01/26, 2:45 PM | User: ecrute
Filepath: P:\Duke Energy\Ballantyne Switchyard Brownfield Assessment\Reports\Phase II ESA\Figures\GIS\Figure 3 - Site Layout Map.mxd
Figure 3Site Layout Map
Proposed Ballantyne Switching Station
Duke Energy
Anchor QEA of North Carolina, PLLC
Parcels - Mecklenburg County GIS 2015Orthoimagery - ESRI 2016Geoprobe boring locations and fill thickness contours from S&MESpringfield Switching Station Limited Phase II Environmental Site Assessment dated March 10,2016.Fill thickness is in feet below ground surface (ft-bgs).Sample locations are approximate.
#*(#*(
!U
!U
!U
!U
!U!U!U
!U
!U
!U
!U
!U
!U
!U
!U
!U
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!U
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!A#*
E
E
E
E
^`





13838 Darington CT - No Residence
Inactive Private Drinking Water Well (Utilities, Inc.)
Water Tower
Parcel Number 22331416
12499 Danby Road
4 Public Water Wells
Public Well Type C
Parcel Number 22341399
12701 Lancaster Highway
Private Drinking Water Well - Permanent Abandoned
4 Monitoring Wells - Permanent Abandoned 2013
Parcel Number 22112101
13733 Lancaster Highway
Private Irrigation Well
Parcel Number 22364401

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
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
[0 1,500
Feet
NOTES:Parcels - Mecklenburg County GIS 2016Hydrology - NC OneMap 2007 and Mecklenburg County GIS 2016Orthoimagery - NC OneMap 2016Registered private water supply wells and public water supply well data from MecklenburgCounty Department of Groundwater and Wastewater Services."Call-out boxes" provide well information for wells within a 1/2-mile radius of the Site boundary.
LEGEND:
!U Registered Private Water Supply Wells
#*(Public Water Supply Wells
#*Irrigation Water Supply Well
!A Approximate Location of Possible Monitoring Well
^`Daycare
E Church
Mile Radius
1/2-Mile Radius
1500-FT Radius
1000-FT Radius
500-FT Radius
Site Boundary
Hydrology
Mecklenburg County Parcels
Streets
Publish Date: 2017/01/31, 4:06 PM | User: ecrute
Filepath: P:\Duke Energy\Ballantyne Switchyard Brownfield Assessment\Reports\Receptor Survey\Figure 4 - Receptor Survey Map.mxd
Figure 4Receptor Survey Map
Proposed Ballantyne Switching Station
Duke Energy
Anchor QEA of North Carolina, PLLC

Appendix A
Boring Logs and Well Construction
Records
Cuttings
SonicCone
SonicCone
SonicCone
SonicCone
0.0
0.0
0.0
0.0
0.0
Grout
100
100
80
33
ML
SP
SP
SP
SP
2.0
5.0
10.0
15.0
16.0
18.0
22.0
27.0
35.0
SILT - Light brown, little coarse sand. Dry. No odor.
SILT - Brown. Little sand. Trace cobbles. Asphalt. Dry. No odor.
SAPROLITE - Fine grained. White and black. Some orange oxidized viens.
SAPROLITE - Dark grey. Medium grained. Iron staining.
SAPROLITE - Orangish brown. Medium grained. Iron stained.
SAPROLITE - Gray. Fine grained.
SAPROLITE - Light brown. Clayey texture.
SAPROLITE - Dark grey. Medium sand texture. Moist
SAPROLITE - Light grey to dark grey. Medium to fine sandy texture.
NOTES
GROUND ELEVATION
LOGGED BY Brett Engard
DRILLING METHOD Geoprobe 8150 LS Sonic AT TIME OF DRILLING 42 bgs
AT END OF DRILLING 42 bgs
AFTER DRILLING 49.5 BTOC
HOLE SIZE 6
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 11/28/16 COMPLETED 11/29/16
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
(Continued Next Page)
SA
M
P
L
E

T
Y
P
E
NU
M
B
E
R
PI
D

(
p
p
m
)
PAGE 1 OF 2
WELL NUMBER OW-1
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
SonicCone
SonicCone
SonicCone
0.0
0.0
0.0
Bentonite
Filter sand
Screen
150
100
13
36.0
40.0
42.0
44.0
47.0
48.0
57.0
BEDROCK - Black granodiorite/quartzite. Iron staining. Fractured.
SAPROLITE - Dark grey. Medium sandy texture. Some iron staining.
SAPROLITE - White and grey. Medium sandy texture.
BEDROCK - Black fractured bedrock. Some iron staining.
SAPROLITE - Black saprolite. Medium sandy texture.
SAPROLITE - Grey saprolite. Medium sand texture
BEDROCK - Black bedrock. Sub-vertical fractures. Iron staining.
Bottom of hole at 57.0 feet.
DE
P
T
H
(f
t
)
35
40
45
50
55
SA
M
P
L
E

T
Y
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E
NU
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R
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PAGE 2 OF 2
WELL NUMBER OW-1
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
0.7
62.5
12.5
50.6
33.5
8.2
Grout
40
100
60
60
40
67
ROCK
SM
SM
FILL
FILL
5.0
8.0
20.0
30.0
CONCRETE
SAND - Brown to grey silty sand with gravel. Organic odor.
SILT - grey sandy silt with organics.
WOODY DEBRIS - Some black sand. Grout
WOODY DEBRIS - Black and grey. With some silt sand.
NOTES
GROUND ELEVATION
LOGGED BY Adam Tripp
DRILLING METHOD Geoprobe 8140 LS AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
HOLE SIZE 6
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/28/16 COMPLETED 9/28/16
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
(Continued Next Page)
SA
M
P
L
E

T
Y
P
E
NU
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B
E
R
PI
D

(
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PAGE 1 OF 2
WELL NUMBER OW-2D
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
2.7
3.6
2.5
Bentonite
Filter sand
Screen
100
100
100
FILL
CL
ML
36.0
40.0
50.0
WOODY DEBRIS - Black and grey. With some silt sand. (continued)
SILTY CLAY - Brown, orange silty clay.
SAPROLITE - Grey, brown silty sand with clay (saprolite).
Bottom of hole at 50.0 feet.
DE
P
T
H
(f
t
)
35
40
45
50
SA
M
P
L
E

T
Y
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PAGE 2 OF 2
WELL NUMBER OW-2D
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
0.7
62.5
12.5
50.6
33.5
8.2
Grout
Bentonite
Filter sand
Screen
40
100
60
60
40
67
5.0
8.0
20.0
30.0
CONCRETE
SAND - Brown to grey silty sand with gravel. Organic odor
SILT - grey sandy silt with organics.
WOODY DEBRIS - Some black sand. Grout
WOODY DEBRIS - Black and grey. With some silt sand.
NOTES
GROUND ELEVATION
LOGGED BY Adam Tripp
DRILLING METHOD Geoprobe 8140 LS AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
HOLE SIZE 6
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/28/16 COMPLETED 9/28/16
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
(Continued Next Page)
SA
M
P
L
E

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NU
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B
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PI
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PAGE 1 OF 2
WELL NUMBER OW-2S
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
2.7100
36.0 WOODY DEBRIS - Black and grey. With some silt sand. (continued)
Bottom of hole at 36.0 feet.
DE
P
T
H
(f
t
)
35 SA
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PAGE 2 OF 2
WELL NUMBER OW-2S
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
0.2
0.1
0.8
1.0
4.9
2.3
122.9
15.5
6.1
Grout
Backfillbentonite
chips
Filter sandScreen
Backfill sand
OH
SM
SM
FILL
ML
2.0
5.0
10.0
11.0
25.0
SILT - Light brown silt, some sand, trace of gravel. Dry.
SILTY SAND -grayish brown silty sand. MedIUM dense. Dry. No odor. No
staining.
SILTY SAND - Dark grey silty sand with wood.
BRICK FRAGMENT
SILT - Dark brown clayey silt with wood.
SAPROLITE - Fine sandy saprolite. Med hard. Dry
NOTES
GROUND ELEVATION
LOGGED BY Brett Engard
DRILLING METHOD Geoprobe 8150 CS AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
HOLE SIZE 6
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 11/28/16 COMPLETED 11/28/16
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
(Continued Next Page)
SA
M
P
L
E

T
Y
P
E
NU
M
B
E
R
PI
D

(
p
p
m
)
PAGE 1 OF 2
WELL NUMBER OW-3
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
37.0
SAPROLITE - Fine sandy saprolite. Med hard. Dry (continued)
Bottom of hole at 37.0 feet.
DE
P
T
H
(f
t
)
35 SA
M
P
L
E

T
Y
P
E
NU
M
B
E
R
PI
D

(
p
p
m
)
PAGE 2 OF 2
WELL NUMBER OW-3
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
1
2
3
1.5
0.9
7.4
300
300
5.0
15.0
CLAY - Light brown, lean clay, med dense, mod plastic moist to dry.
SAPROLITE - Dark brownish gray, dry.
.
Bottom of hole at 15.0 feet.
NOTES
GROUND ELEVATION
LOGGED BY Brett Engard
DRILLING METHOD Geoprobe 8150 CS Sonic AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
HOLE SIZE
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 11/29/16 COMPLETED 11/29/16
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E

T
Y
P
E
NU
M
B
E
R
PI
D

(
p
p
m
)
PAGE 1 OF 1
BORING NUMBER SB-1
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
RE
C
O
V
E
R
Y

%
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
Will Keyes
4220A
SAEDACCO Inc
X
11-29-16 OW-1
13741 Lancaster Highway, Pineville, NC, 28134
United States
35.057128 -80.871770
X
X
1
57
42
6.5
sonic
37 57 2".10 schd 40 PVC
0 31 portland poured
33 57 sand 2a
see geologist log
12/2/2016
Will Keyes
4220A
SAEDACCO Inc
X
11-29-16 OW-3
13741 Lancaster Highway, Pineville, NC, 28134
United States
35.057128 -80.871770
X
X
1
26
NA
6.5
sonic
16 26 2".10 schd 40 PVC
0 12 portland poured
14 26 sand 2a
see geologist log
12/2/2016
Will Keyes
4220A
SAEDACCO Inc
X
11-29-16 OW-2
13741 Lancaster Highway Pineville, NC 28134 Meckle,
Pineville, NC, 28134
USA
35.057128 80.871770
X
X
1
50
6.5
Sonic
50 40 2in .010 sch40 PVC
35 25 2in .010 sch40 PVC
20 0 Portland CementTremie
50 38 Sand #2
36 23 Sand #2
See Geologist Log
11/29/2016

Appendix B
Monitoring Well Sampling Logs

Appendix C
Laboratory Analytical Reports
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
NC Certification No. 402
NC Drinking Water Cert No. 37735
SC Certification No. 99012
Case Narrative
12/20/2016
Altamont Environmental Inc
Adam Tripp
231 Haywood Street
Asheville, NC 28801
Project: Duke Ballantyne Switching Station
Project No.: J16120481
Lab Submittal Date: 12/07/2016
Prism Work Order: 6120143
Herbicide analysis was subcontracted to AES. Laboratory report is attached.
Narrative Notes:
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
President/Project Manager
Reviewed ByRobbi A. Jones Robbi A. Jones
President/Project Manager
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 1 of 49
Data Qualifiers Key Reference:
B Analyte is found in the associated blank at a concentration >1/2 RL.
BL MB greater than one half of the RL, but the sample concentrations are less than the RL.
CCV CCV result is above the control limits. Analyte not detected in the sample. No further action taken.
D RPD value outside of the control limits.
J Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
L Parameter reported with possible low bias. LCS recovery below the QC limit.
L1 LCS recovery outside of the QC limits. LCSD recovery within the limits. No further action taken.
M Matrix spike outside of the control limits.
MI Matrix spike outside of the control limits. Matrix interference suspected.
PH pH is outside the method required range.
Method Detection LimitMDL
Below Reporting LimitBRL
Relative Percent DifferenceRPD
*Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 2 of 49
Sample Receipt Summary
12/20/2016
Prism Work Order: 6120143
Client Sample ID MatrixLab Sample ID Date Sampled Date Received
6120143-01 12/07/16OW-01 12/07/16Water
6120143-02 12/07/16OW-2D 12/07/16Water
6120143-03 12/07/16OW-2S 12/07/16Water
6120143-04 12/07/16Trip Blank 12/07/16Water
Samples were received in good condition at 5.5 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 3 of 49
Client ID ResultParameterMethod UnitsPrism ID
Prism Work Order: 6120143
12/20/2016
Summary of Detections
0.27 mg/L6120143-01 OW-01 Barium *6010D
0.075 mg/L6120143-01 OW-01 Selenium *6010D
1.0 mg/L6120143-01 OW-01 Barium *6010D
0.18 mg/L6120143-01 OW-01 Chromium *6010D
0.022 mg/L6120143-01 OW-01 Selenium *6010D
10 ug/L6120143-02 OW-2D Acetone 8260B
2.1 ug/L6120143-02 OW-2D Chloroform 8260B
3.8 ug/L6120143-02 OW-2D Tetrachloroethylene 8260B
0.99 ug/L6120143-02 OW-2D Toluene 8260B
0.23 mg/L6120143-03 OW-2S Barium *6010D
0.072 mg/L6120143-03 OW-2S Selenium *6010D
7.1 J ug/L6120143-03 OW-2S 3/4-Methylphenol 8270D
44 J ug/L6120143-03 OW-2S Benzoic Acid 8270D
0.023 mg/L6120143-03 OW-2S Arsenic *6010D
1.8 mg/L6120143-03 OW-2S Barium *6010D
0.21 mg/L6120143-03 OW-2S Chromium *6010D
0.024 mg/L6120143-03 OW-2S Lead *6010D
0.025 mg/L6120143-03 OW-2S Selenium *6010D
0.85 ug/L6120143-03 OW-2S 4-Isopropyltoluene 8260B
33 ug/L6120143-03 OW-2S Acetone 8260B
0.84 ug/L6120143-03 OW-2S n-Propylbenzene 8260B
1.2 ug/L6120143-03 OW-2S Tetrachloroethylene 8260B
0.89 ug/L6120143-03 OW-2S Toluene 8260B
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 4 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
Dissolved Metals
BRL *7470A P6L016010.00020 12/9/16 16:31 JABmg/L 0.000030Mercury
BRL *6010D P6L015610.010 12/8/16 18:34 bgmmg/L 0.0024Arsenic
0.27 *6010D P6L015610.010 12/8/16 18:34 bgmmg/L 0.0013Barium
BRL *6010D P6L015610.0010 12/8/16 18:34 bgmmg/L 0.00013Cadmium
BRL *6010D P6L015610.0050 12/8/16 18:34 bgmmg/L 0.00076Chromium
BRL *6010D P6L015610.0050 12/8/16 18:34 bgmmg/L 0.0016Lead
0.075 *6010D P6L015610.020 12/8/16 18:34 bgmmg/L 0.0044Selenium
BRL *6010D P6L015610.0050 12/8/16 18:34 bgmmg/L 0.00010Silver
Organochlorine Pesticides by GC/ECD
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.0284,4'-DDD
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.0284,4'-DDE
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.0274,4'-DDT
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.015Aldrin
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.012alpha-BHC
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.018cis-Chlordane
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.019beta-BHC
BRL 8081B P6L015010.50 12/9/16 17:10 JMCug/L 0.094Chlordane
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.017delta-BHC
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.022Dieldrin
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.019Endosulfan I
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.025Endosulfan II
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.027Endosulfan Sulfate
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.020Endrin
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.027Endrin Aldehyde
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.028Endrin Ketone
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.013gamma-BHC
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.019trans-Chlordane
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.015Heptachlor
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.018Heptachlor Epoxide
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.033Methoxychlor
BRL 8081B P6L015010.50 12/9/16 17:10 JMCug/L 0.32Toxaphene
Surrogate Recovery Control Limits
13-18653 %Decachlorobiphenyl
40-13468 %Tetrachloro-m-xylene
Semivolatile Organic Compounds by GC/MS
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.81,2,4-Trichlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.61,2-Dichlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.91,3-Dichlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.61,4-Dichlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.61-Methylnaphthalene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.62,4,5-Trichlorophenol
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 5 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.82,4,6-Trichlorophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.62,4-Dichlorophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 3.42,4-Dimethylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.72,4-Dinitrophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.42,4-Dinitrotoluene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.12,6-Dinitrotoluene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.72-Chloronaphthalene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.92-Chlorophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.42-Methylnaphthalene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.82-Methylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.42-Nitroaniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.42-Nitrophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.43,3'-Dichlorobenzidine
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.53/4-Methylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.43-Nitroaniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.44,6-Dinitro-2-methylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.34-Bromophenyl phenyl ether
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.44-Chloro-3-methylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.44-Chloroaniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.34-Chlorophenyl phenyl ether
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 0.934-Nitroaniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 0.604-Nitrophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.8Acenaphthene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.0Acenaphthylene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.4Aniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Anthracene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.8Azobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Benzo(a)anthracene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Benzo(a)pyrene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.1Benzo(b)fluoranthene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Benzo(g,h,i)perylene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Benzo(k)fluoranthene
BRL 8270D P6L0138110012/8/16 18:29 JMVug/L 4.7Benzoic Acid
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.1Benzyl alcohol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.6bis(2-Chloroethoxy)methane
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.3Bis(2-Chloroethyl)ether
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.0Bis(2-chloroisopropyl)ether
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.3Bis(2-Ethylhexyl)phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Butyl benzyl phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Chrysene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.2Dibenzo(a,h)anthracene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.8Dibenzofuran
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 3.3Diethyl phthalate
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 6 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Dimethyl phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Di-n-butyl phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.3Di-n-octyl phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Fluoranthene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Fluorene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.3Hexachlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.1Hexachlorobutadiene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Hexachlorocyclopentadiene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Hexachloroethane
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 3.9Indeno(1,2,3-cd)pyrene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.5Isophorone
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.6Naphthalene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.6Nitrobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.2N-Nitroso-di-n-propylamine
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.3N-Nitrosodiphenylamine
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.2Pentachlorophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.5Phenanthrene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 0.98Phenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Pyrene
Surrogate Recovery Control Limits
43-14098 %2,4,6-Tribromophenol
44-11978 %2-Fluorobiphenyl
19-11937 %2-Fluorophenol
44-12052 %Nitrobenzene-d5
11-5224 %Phenol-d5
50-13473 %Terphenyl-d14
Total Metals
BRL *7470A P6L016010.00020 12/9/16 16:31 JABmg/L 0.000030Mercury
BRL *6010D P6L016110.010 12/9/16 17:14 bgmmg/L 0.0024Arsenic
1.0 *6010D P6L016110.010 12/9/16 17:14 bgmmg/L 0.0013Barium
BRL *6010D P6L016110.0010 12/9/16 17:14 bgmmg/L 0.00013Cadmium
0.18 *6010D P6L016110.0050 12/9/16 17:14 bgmmg/L 0.00076Chromium
BRL *6010D P6L016110.0050 12/9/16 17:14 bgmmg/L 0.0016Lead
0.022 *6010D P6L016110.020 12/9/16 17:14 bgmmg/L 0.0044Selenium
BRL *6010D P6L016110.0050 12/9/16 17:14 bgmmg/L 0.00010Silver
Volatile Organic Compounds by GC/MS
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.111,1,1,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0611,1,1-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0361,1,2,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0661,1,2-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0831,1-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0831,1-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0511,1-Dichloropropylene
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 7 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020812.0 12/12/16 15:07 KDMCCVug/L 0.401,2,3-Trichlorobenzene
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.141,2,3-Trichloropropane
BRL 8260B P6L020811.0 12/12/16 15:07 KDMCCVug/L 0.131,2,4-Trichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0541,2,4-Trimethylbenzene
BRL 8260B P6L020812.0 12/12/16 15:07 KDMug/L 0.171,2-Dibromo-3-chloropropane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0511,2-Dibromoethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0761,2-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0661,2-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.111,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0761,3,5-Trimethylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0541,3-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0431,3-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0501,4-Dichlorobenzene
BRL 8260B P6L020812.0 12/12/16 15:07 KDMug/L 0.112,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0662-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0504-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0894-Isopropyltoluene
BRL 8260B P6L020815.0 12/12/16 15:07 KDMug/L 0.31Acetone
BRL 8260B P6L020812012/12/16 15:07 KDMug/L 0.20Acrolein
BRL 8260B P6L020812012/12/16 15:07 KDMug/L 0.20Acrylonitrile
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.048Benzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.057Bromobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.14Bromochloromethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.062Bromodichloromethane
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.040Bromoform
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.18Bromomethane
BRL 8260B P6L020815.0 12/12/16 15:07 KDMug/L 0.075Carbon disulfide
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.11Carbon Tetrachloride
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.062Chlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.22Chloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.076Chloroform
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.079Chloromethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.056cis-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.079cis-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.081Dibromochloromethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.065Dibromomethane
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.11Dichlorodifluoromethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.061Ethylbenzene
BRL 8260B P6L020812.0 12/12/16 15:07 KDMug/L 0.16Hexachlorobutadiene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.050Isopropyl Ether
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.054Isopropylbenzene (Cumene)
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.12m,p-Xylenes
BRL 8260B P6L020815.0 12/12/16 15:07 KDMug/L 0.065Methyl Butyl Ketone (2-Hexanone)
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 8 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020815.0 12/12/16 15:07 KDMCCVug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL 8260B P6L020815.0 12/12/16 15:07 KDMug/L 0.078Methyl Isobutyl Ketone
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.083Methylene Chloride
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.042Methyl-tert-Butyl Ether
BRL 8260B P6L020811.0 12/12/16 15:07 KDMCCVug/L 0.19Naphthalene
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.076n-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.087n-Propylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.044o-Xylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.076sec-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.047Styrene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.088tert-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.098Tetrachloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.044Toluene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.094trans-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.070trans-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.078Trichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.062Trichlorofluoromethane
BRL 8260B P6L020812.0 12/12/16 15:07 KDMug/L 0.060Vinyl acetate
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.097Vinyl chloride
Surrogate Recovery Control Limits
80-12498 %4-Bromofluorobenzene
75-12998 %Dibromofluoromethane
77-12387 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 9 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2D
Prism Sample ID: 6120143-02
Prism Work Order: 6120143
Time Collected: 12/07/16 12:10
Time Submitted: 12/07/16 13:45
J16120481
Semivolatile Organic Compounds by GC/MS
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.01,2,4-Trichlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.91,2-Dichlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.21,3-Dichlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.91,4-Dichlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.01-Methylnaphthalene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.82,4,5-Trichlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.12,4,6-Trichlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.92,4-Dichlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 4.02,4-Dimethylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.12,4-Dinitrophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.72,4-Dinitrotoluene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.32,6-Dinitrotoluene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.12-Chloronaphthalene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.22-Chlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.82-Methylnaphthalene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.12-Methylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.62-Nitroaniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.72-Nitrophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.63,3'-Dichlorobenzidine
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.83/4-Methylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.63-Nitroaniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.64,6-Dinitro-2-methylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.54-Bromophenyl phenyl ether
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.74-Chloro-3-methylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.84-Chloroaniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.54-Chlorophenyl phenyl ether
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.14-Nitroaniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 0.694-Nitrophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.1Acenaphthene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.3Acenaphthylene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.7Aniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Anthracene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.1Azobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Benzo(a)anthracene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.7Benzo(a)pyrene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.3Benzo(b)fluoranthene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Benzo(g,h,i)perylene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Benzo(k)fluoranthene
BRL 8270D P6L0138111012/8/16 18:06 JMVug/L 5.4Benzoic Acid
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.4Benzyl alcohol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.0bis(2-Chloroethoxy)methane
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.7Bis(2-Chloroethyl)ether
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 10 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2D
Prism Sample ID: 6120143-02
Prism Work Order: 6120143
Time Collected: 12/07/16 12:10
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.3Bis(2-chloroisopropyl)ether
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.5Bis(2-Ethylhexyl)phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Butyl benzyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.7Chrysene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.4Dibenzo(a,h)anthracene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.0Dibenzofuran
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.8Diethyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Dimethyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.9Di-n-butyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.5Di-n-octyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.9Fluoranthene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.9Fluorene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.5Hexachlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.5Hexachlorobutadiene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.0Hexachlorocyclopentadiene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.0Hexachloroethane
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 4.5Indeno(1,2,3-cd)pyrene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.9Isophorone
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.0Naphthalene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.9Nitrobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.5N-Nitroso-di-n-propylamine
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.5N-Nitrosodiphenylamine
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.4Pentachlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.7Phenanthrene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.1Phenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.7Pyrene
Surrogate Recovery Control Limits
43-14095 %2,4,6-Tribromophenol
44-11973 %2-Fluorobiphenyl
19-11938 %2-Fluorophenol
44-12048 %Nitrobenzene-d5
11-5226 %Phenol-d5
50-13472 %Terphenyl-d14
Volatile Organic Compounds by GC/MS
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.111,1,1,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0611,1,1-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0361,1,2,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0661,1,2-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0831,1-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0831,1-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0511,1-Dichloropropylene
BRL 8260B P6L020812.0 12/12/16 15:58 KDMCCVug/L 0.401,2,3-Trichlorobenzene
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.141,2,3-Trichloropropane
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 11 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2D
Prism Sample ID: 6120143-02
Prism Work Order: 6120143
Time Collected: 12/07/16 12:10
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020811.0 12/12/16 15:58 KDMCCVug/L 0.131,2,4-Trichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0541,2,4-Trimethylbenzene
BRL 8260B P6L020812.0 12/12/16 15:58 KDMug/L 0.171,2-Dibromo-3-chloropropane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0511,2-Dibromoethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0761,2-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0661,2-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.111,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0761,3,5-Trimethylbenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0541,3-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0431,3-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0501,4-Dichlorobenzene
BRL 8260B P6L020812.0 12/12/16 15:58 KDMug/L 0.112,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0662-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0504-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0894-Isopropyltoluene
10 8260B P6L020815.0 12/12/16 15:58 KDMug/L 0.31Acetone
BRL 8260B P6L020812012/12/16 15:58 KDMug/L 0.20Acrolein
BRL 8260B P6L020812012/12/16 15:58 KDMug/L 0.20Acrylonitrile
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.048Benzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.057Bromobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.14Bromochloromethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.062Bromodichloromethane
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.040Bromoform
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.18Bromomethane
BRL 8260B P6L020815.0 12/12/16 15:58 KDMug/L 0.075Carbon disulfide
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.11Carbon Tetrachloride
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.062Chlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.22Chloroethane
2.1 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.076Chloroform
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.079Chloromethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.056cis-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.079cis-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.081Dibromochloromethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.065Dibromomethane
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.11Dichlorodifluoromethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.061Ethylbenzene
BRL 8260B P6L020812.0 12/12/16 15:58 KDMug/L 0.16Hexachlorobutadiene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.050Isopropyl Ether
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.054Isopropylbenzene (Cumene)
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.12m,p-Xylenes
BRL 8260B P6L020815.0 12/12/16 15:58 KDMug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL 8260B P6L020815.0 12/12/16 15:58 KDMCCVug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL 8260B P6L020815.0 12/12/16 15:58 KDMug/L 0.078Methyl Isobutyl Ketone
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 12 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2D
Prism Sample ID: 6120143-02
Prism Work Order: 6120143
Time Collected: 12/07/16 12:10
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.083Methylene Chloride
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.042Methyl-tert-Butyl Ether
BRL 8260B P6L020811.0 12/12/16 15:58 KDMCCVug/L 0.19Naphthalene
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.076n-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.087n-Propylbenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.044o-Xylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.076sec-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.047Styrene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.088tert-Butylbenzene
3.8 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.098Tetrachloroethylene
0.99 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.044Toluene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.094trans-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.070trans-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.078Trichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.062Trichlorofluoromethane
BRL 8260B P6L020812.0 12/12/16 15:58 KDMug/L 0.060Vinyl acetate
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.097Vinyl chloride
Surrogate Recovery Control Limits
80-12498 %4-Bromofluorobenzene
75-129100 %Dibromofluoromethane
77-12388 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 13 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
Dissolved Metals
BRL *7470A P6L016010.00020 12/9/16 16:42 JABmg/L 0.000030Mercury
BRL *6010D P6L015610.010 12/8/16 18:58 bgmmg/L 0.0024Arsenic
0.23 *6010D P6L015610.010 12/8/16 18:58 bgmmg/L 0.0013Barium
BRL *6010D P6L015610.0010 12/8/16 18:58 bgmmg/L 0.00013Cadmium
BRL *6010D P6L015610.0050 12/8/16 18:58 bgmmg/L 0.00076Chromium
BRL *6010D P6L015610.0050 12/8/16 18:58 bgmmg/L 0.0016Lead
0.072 *6010D P6L015610.020 12/8/16 18:58 bgmmg/L 0.0044Selenium
BRL *6010D P6L015610.0050 12/8/16 18:58 bgmmg/L 0.00010Silver
Organochlorine Pesticides by GC/ECD
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.0284,4'-DDD
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.0284,4'-DDE
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.0274,4'-DDT
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.015Aldrin
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.012alpha-BHC
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.018cis-Chlordane
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.019beta-BHC
BRL 8081B P6L015010.50 12/9/16 17:45 JMCug/L 0.094Chlordane
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.017delta-BHC
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.022Dieldrin
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.019Endosulfan I
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.025Endosulfan II
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.027Endosulfan Sulfate
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.020Endrin
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.027Endrin Aldehyde
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.028Endrin Ketone
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.013gamma-BHC
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.019trans-Chlordane
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.015Heptachlor
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.018Heptachlor Epoxide
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.033Methoxychlor
BRL 8081B P6L015010.50 12/9/16 17:45 JMCug/L 0.32Toxaphene
Surrogate Recovery Control Limits
13-18651 %Decachlorobiphenyl
40-13465 %Tetrachloro-m-xylene
Semivolatile Organic Compounds by GC/MS
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.81,2,4-Trichlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.61,2-Dichlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.91,3-Dichlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.61,4-Dichlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.61-Methylnaphthalene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.62,4,5-Trichlorophenol
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 14 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.82,4,6-Trichlorophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.62,4-Dichlorophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 3.42,4-Dimethylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.72,4-Dinitrophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.42,4-Dinitrotoluene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.12,6-Dinitrotoluene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.72-Chloronaphthalene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.92-Chlorophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.42-Methylnaphthalene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.82-Methylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.42-Nitroaniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.42-Nitrophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.43,3'-Dichlorobenzidine
7.1 8270D P6L013811012/9/16 20:48 JMVJug/L 1.53/4-Methylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.43-Nitroaniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.44,6-Dinitro-2-methylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.34-Bromophenyl phenyl ether
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.44-Chloro-3-methylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.44-Chloroaniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.34-Chlorophenyl phenyl ether
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 0.934-Nitroaniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 0.604-Nitrophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.8Acenaphthene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.0Acenaphthylene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.4Aniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Anthracene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.8Azobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Benzo(a)anthracene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Benzo(a)pyrene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.1Benzo(b)fluoranthene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Benzo(g,h,i)perylene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Benzo(k)fluoranthene
44 8270D P6L0138110012/9/16 20:48 JMVJug/L 4.7Benzoic Acid
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.1Benzyl alcohol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.6bis(2-Chloroethoxy)methane
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.3Bis(2-Chloroethyl)ether
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.0Bis(2-chloroisopropyl)ether
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.3Bis(2-Ethylhexyl)phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Butyl benzyl phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Chrysene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.2Dibenzo(a,h)anthracene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.8Dibenzofuran
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 3.3Diethyl phthalate
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 15 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Dimethyl phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Di-n-butyl phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.3Di-n-octyl phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Fluoranthene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Fluorene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.3Hexachlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.1Hexachlorobutadiene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Hexachlorocyclopentadiene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Hexachloroethane
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 3.9Indeno(1,2,3-cd)pyrene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.5Isophorone
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.6Naphthalene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.6Nitrobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.2N-Nitroso-di-n-propylamine
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.3N-Nitrosodiphenylamine
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.2Pentachlorophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.5Phenanthrene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 0.98Phenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Pyrene
Surrogate Recovery Control Limits
43-14073 %2,4,6-Tribromophenol
44-11970 %2-Fluorobiphenyl
19-11944 %2-Fluorophenol
44-12065 %Nitrobenzene-d5
11-5231 %Phenol-d5
50-13465 %Terphenyl-d14
Total Metals
BRL *7470A P6L016010.00020 12/9/16 16:42 JABmg/L 0.000030Mercury
0.023 *6010D P6L016110.010 12/9/16 17:23 bgmmg/L 0.0024Arsenic
1.8 *6010D P6L016110.010 12/9/16 17:23 bgmmg/L 0.0013Barium
BRL *6010D P6L016110.0010 12/9/16 17:23 bgmmg/L 0.00013Cadmium
0.21 *6010D P6L016110.0050 12/9/16 17:23 bgmmg/L 0.00076Chromium
0.024 *6010D P6L016110.0050 12/9/16 17:23 bgmmg/L 0.0016Lead
0.025 *6010D P6L016110.020 12/9/16 17:23 bgmmg/L 0.0044Selenium
BRL *6010D P6L016110.0050 12/9/16 17:23 bgmmg/L 0.00010Silver
Volatile Organic Compounds by GC/MS
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.111,1,1,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0611,1,1-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0361,1,2,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0661,1,2-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0831,1-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0831,1-Dichloroethylene
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 16 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0511,1-Dichloropropylene
BRL 8260B P6L020812.0 12/12/16 16:24 KDMCCVug/L 0.401,2,3-Trichlorobenzene
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.141,2,3-Trichloropropane
BRL 8260B P6L020811.0 12/12/16 16:24 KDMCCVug/L 0.131,2,4-Trichlorobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0541,2,4-Trimethylbenzene
BRL 8260B P6L020812.0 12/12/16 16:24 KDMug/L 0.171,2-Dibromo-3-chloropropane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0511,2-Dibromoethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0761,2-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0661,2-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.111,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0761,3,5-Trimethylbenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0541,3-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0431,3-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0501,4-Dichlorobenzene
BRL 8260B P6L020812.0 12/12/16 16:24 KDMug/L 0.112,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0662-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0504-Chlorotoluene
0.85 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0894-Isopropyltoluene
33 8260B P6L020815.0 12/12/16 16:24 KDMug/L 0.31Acetone
BRL 8260B P6L020812012/12/16 16:24 KDMug/L 0.20Acrolein
BRL 8260B P6L020812012/12/16 16:24 KDMug/L 0.20Acrylonitrile
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.048Benzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.057Bromobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.14Bromochloromethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.062Bromodichloromethane
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.040Bromoform
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.18Bromomethane
BRL 8260B P6L020815.0 12/12/16 16:24 KDMug/L 0.075Carbon disulfide
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.11Carbon Tetrachloride
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.062Chlorobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.22Chloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.076Chloroform
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.079Chloromethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.056cis-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.079cis-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.081Dibromochloromethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.065Dibromomethane
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.11Dichlorodifluoromethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.061Ethylbenzene
BRL 8260B P6L020812.0 12/12/16 16:24 KDMug/L 0.16Hexachlorobutadiene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.050Isopropyl Ether
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.054Isopropylbenzene (Cumene)
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.12m,p-Xylenes
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 17 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020815.0 12/12/16 16:24 KDMug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL 8260B P6L020815.0 12/12/16 16:24 KDMCCVug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL 8260B P6L020815.0 12/12/16 16:24 KDMug/L 0.078Methyl Isobutyl Ketone
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.083Methylene Chloride
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.042Methyl-tert-Butyl Ether
BRL 8260B P6L020811.0 12/12/16 16:24 KDMCCVug/L 0.19Naphthalene
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.076n-Butylbenzene
0.84 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.087n-Propylbenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.044o-Xylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.076sec-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.047Styrene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.088tert-Butylbenzene
1.2 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.098Tetrachloroethylene
0.89 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.044Toluene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.094trans-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.070trans-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.078Trichloroethylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.062Trichlorofluoromethane
BRL 8260B P6L020812.0 12/12/16 16:24 KDMug/L 0.060Vinyl acetate
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.097Vinyl chloride
Surrogate Recovery Control Limits
80-124101 %4-Bromofluorobenzene
75-12999 %Dibromofluoromethane
77-12388 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 18 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: Trip Blank
Prism Sample ID: 6120143-04
Prism Work Order: 6120143
Time Collected: 12/07/16 00:00
Time Submitted: 12/07/16 13:45
J16120481
Volatile Organic Compounds by GC/MS PH
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.111,1,1,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0611,1,1-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0361,1,2,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0661,1,2-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0831,1-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0831,1-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0511,1-Dichloropropylene
BRL 8260B P6L020812.0 12/12/16 13:50 KDMCCVug/L 0.401,2,3-Trichlorobenzene
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.141,2,3-Trichloropropane
BRL 8260B P6L020811.0 12/12/16 13:50 KDMCCVug/L 0.131,2,4-Trichlorobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0541,2,4-Trimethylbenzene
BRL 8260B P6L020812.0 12/12/16 13:50 KDMug/L 0.171,2-Dibromo-3-chloropropane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0511,2-Dibromoethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0761,2-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0661,2-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.111,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0761,3,5-Trimethylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0541,3-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0431,3-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0501,4-Dichlorobenzene
BRL 8260B P6L020812.0 12/12/16 13:50 KDMug/L 0.112,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0662-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0504-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0894-Isopropyltoluene
BRL 8260B P6L020815.0 12/12/16 13:50 KDMug/L 0.31Acetone
BRL 8260B P6L020812012/12/16 13:50 KDMug/L 0.20Acrolein
BRL 8260B P6L020812012/12/16 13:50 KDMug/L 0.20Acrylonitrile
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.048Benzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.057Bromobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.14Bromochloromethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.062Bromodichloromethane
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.040Bromoform
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.18Bromomethane
BRL 8260B P6L020815.0 12/12/16 13:50 KDMug/L 0.075Carbon disulfide
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.11Carbon Tetrachloride
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.062Chlorobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.22Chloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.076Chloroform
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.079Chloromethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.056cis-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.079cis-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.081Dibromochloromethane
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 19 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: Trip Blank
Prism Sample ID: 6120143-04
Prism Work Order: 6120143
Time Collected: 12/07/16 00:00
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.065Dibromomethane
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.11Dichlorodifluoromethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.061Ethylbenzene
BRL 8260B P6L020812.0 12/12/16 13:50 KDMug/L 0.16Hexachlorobutadiene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.050Isopropyl Ether
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.054Isopropylbenzene (Cumene)
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.12m,p-Xylenes
BRL 8260B P6L020815.0 12/12/16 13:50 KDMug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL 8260B P6L020815.0 12/12/16 13:50 KDMCCVug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL 8260B P6L020815.0 12/12/16 13:50 KDMug/L 0.078Methyl Isobutyl Ketone
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.083Methylene Chloride
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.042Methyl-tert-Butyl Ether
BRL 8260B P6L020811.0 12/12/16 13:50 KDMCCVug/L 0.19Naphthalene
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.076n-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.087n-Propylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.044o-Xylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.076sec-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.047Styrene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.088tert-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.098Tetrachloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.044Toluene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.094trans-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.070trans-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.078Trichloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.062Trichlorofluoromethane
BRL 8260B P6L020812.0 12/12/16 13:50 KDMug/L 0.060Vinyl acetate
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.097Vinyl chloride
Surrogate Recovery Control Limits
80-124101 %4-Bromofluorobenzene
75-12999 %Dibromofluoromethane
77-12390 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 20 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
Blank (P6L0208-BLK1)Prepared & Analyzed: 12/12/16
1,1,1,2-Tetrachloroethane ug/LBRL0.50
1,1,1-Trichloroethane ug/LBRL0.50
1,1,2,2-Tetrachloroethane ug/LBRL0.50
1,1,2-Trichloroethane ug/LBRL0.50
1,1-Dichloroethane ug/LBRL0.50
1,1-Dichloroethylene ug/LBRL0.50
1,1-Dichloropropylene ug/LBRL0.50
1,2,3-Trichlorobenzene ug/LBRL2.0
1,2,3-Trichloropropane ug/LBRL1.0
1,2,4-Trichlorobenzene ug/LBRL1.0
1,2,4-Trimethylbenzene ug/LBRL0.50
1,2-Dibromo-3-chloropropane ug/LBRL2.0
1,2-Dibromoethane ug/LBRL0.50
1,2-Dichlorobenzene ug/LBRL0.50
1,2-Dichloroethane ug/LBRL0.50
1,2-Dichloropropane ug/LBRL0.50
1,3,5-Trimethylbenzene ug/LBRL0.50
1,3-Dichlorobenzene ug/LBRL0.50
1,3-Dichloropropane ug/LBRL0.50
1,4-Dichlorobenzene ug/LBRL0.50
2,2-Dichloropropane ug/LBRL2.0
2-Chlorotoluene ug/LBRL0.50
4-Chlorotoluene ug/LBRL0.50
4-Isopropyltoluene ug/LBRL0.50
Acetone ug/LBRL5.0
Acrolein ug/LBRL20
Acrylonitrile ug/LBRL20
Benzene ug/LBRL0.50
Bromobenzene ug/LBRL0.50
Bromochloromethane ug/LBRL0.50
Bromodichloromethane ug/LBRL0.50
Bromoform ug/LBRL1.0
Bromomethane ug/LBRL1.0
Carbon disulfide ug/LBRL5.0
Carbon Tetrachloride ug/LBRL0.50
Chlorobenzene ug/LBRL0.50
Chloroethane ug/LBRL0.50
Chloroform ug/LBRL0.50
Chloromethane ug/LBRL0.50
cis-1,2-Dichloroethylene ug/LBRL0.50
cis-1,3-Dichloropropylene ug/LBRL0.50
Dibromochloromethane ug/LBRL0.50
Dibromomethane ug/LBRL0.50
Dichlorodifluoromethane ug/LBRL1.0
Ethylbenzene ug/LBRL0.50
Hexachlorobutadiene ug/LBRL2.0
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 21 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
Blank (P6L0208-BLK1)Prepared & Analyzed: 12/12/16
Isopropyl Ether ug/LBRL0.50
Isopropylbenzene (Cumene)ug/LBRL0.50
m,p-Xylenes ug/LBRL1.0
Methyl Butyl Ketone (2-Hexanone)ug/LBRL5.0
Methyl Ethyl Ketone (2-Butanone)ug/LBRL5.0
Methyl Isobutyl Ketone ug/LBRL5.0
Methylene Chloride ug/LBRL1.0
Methyl-tert-Butyl Ether ug/LBRL0.50
Naphthalene ug/LBRL1.0
n-Butylbenzene ug/LBRL1.0
n-Propylbenzene ug/LBRL0.50
o-Xylene ug/LBRL0.50
sec-Butylbenzene ug/LBRL0.50
Styrene ug/LBRL0.50
tert-Butylbenzene ug/LBRL0.50
Tetrachloroethylene ug/LBRL0.50
Toluene ug/LBRL0.50
trans-1,2-Dichloroethylene ug/LBRL0.50
trans-1,3-Dichloropropylene ug/LBRL0.50
Trichloroethylene ug/LBRL0.50
Trichlorofluoromethane ug/LBRL0.50
Vinyl acetate ug/LBRL2.0
Vinyl chloride ug/LBRL0.50
ug/L 50.00 80-124Surrogate: 4-Bromofluorobenzene 10050.1
ug/L 50.00 75-129Surrogate: Dibromofluoromethane 9748.5
ug/L 50.00 77-123Surrogate: Toluene-d8 9044.9
LCS (P6L0208-BS1)Prepared & Analyzed: 12/12/16
1,1,1,2-Tetrachloroethane ug/L21.6 0.50 20.00 79-134108
1,1,1-Trichloroethane ug/L24.2 0.50 20.00 75-136121
1,1,2,2-Tetrachloroethane ug/L20.8 0.50 20.00 62-127104
1,1,2-Trichloroethane ug/L25.1 0.50 20.00 70-140125
1,1-Dichloroethane ug/L22.9 0.50 20.00 78-130114
1,1-Dichloroethylene ug/L24.4 0.50 20.00 70-154122
1,1-Dichloropropylene ug/L25.2 0.50 20.00 71-136126
1,2,3-Trichlorobenzene ug/L28.9 2.0 20.00 L158-144145
1,2,3-Trichloropropane ug/L20.8 1.0 20.00 71-127104
1,2,4-Trichlorobenzene ug/L28.1 1.0 20.00 L166-139140
1,2,4-Trimethylbenzene ug/L20.1 0.50 20.00 75-133100
1,2-Dibromo-3-chloropropane ug/L22.9 2.0 20.00 63-134114
1,2-Dibromoethane ug/L23.1 0.50 20.00 77-135116
1,2-Dichlorobenzene ug/L20.9 0.50 20.00 78-128104
1,2-Dichloroethane ug/L24.0 0.50 20.00 68-131120
1,2-Dichloropropane ug/L24.1 0.50 20.00 77-130120
1,3,5-Trimethylbenzene ug/L19.8 0.50 20.00 75-13199
1,3-Dichlorobenzene ug/L20.4 0.50 20.00 77-125102
1,3-Dichloropropane ug/L22.0 0.50 20.00 76-132110
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 22 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
LCS (P6L0208-BS1)Prepared & Analyzed: 12/12/16
1,4-Dichlorobenzene ug/L20.1 0.50 20.00 75-126101
2,2-Dichloropropane ug/L25.1 2.0 20.00 29-149126
2-Chlorotoluene ug/L20.0 0.50 20.00 74-126100
4-Chlorotoluene ug/L20.2 0.50 20.00 78-129101
4-Isopropyltoluene ug/L20.3 0.50 20.00 69-132101
Acetone ug/L57.3 5.0 40.00 40-166143
Acrolein ug/L50.2 20 40.00 70-130125
Acrylonitrile ug/L53.2 20 40.00 L181-127133
Benzene ug/L23.4 0.50 20.00 77-128117
Bromobenzene ug/L19.7 0.50 20.00 78-12999
Bromochloromethane ug/L24.9 0.50 20.00 78-135124
Bromodichloromethane ug/L24.4 0.50 20.00 76-138122
Bromoform ug/L21.8 1.0 20.00 71-135109
Bromomethane ug/L20.3 1.0 20.00 41-168102
Carbon disulfide ug/L26.0 5.0 20.00 59-135130
Carbon Tetrachloride ug/L23.4 0.50 20.00 72-142117
Chlorobenzene ug/L21.4 0.50 20.00 78-119107
Chloroethane ug/L24.4 0.50 20.00 57-142122
Chloroform ug/L22.5 0.50 20.00 77-130112
Chloromethane ug/L22.8 0.50 20.00 47-145114
cis-1,2-Dichloroethylene ug/L23.8 0.50 20.00 76-141119
cis-1,3-Dichloropropylene ug/L25.2 0.50 20.00 65-140126
Dibromochloromethane ug/L22.0 0.50 20.00 75-134110
Dibromomethane ug/L24.7 0.50 20.00 76-138124
Dichlorodifluoromethane ug/L22.2 1.0 20.00 28-163111
Ethylbenzene ug/L21.3 0.50 20.00 80-127107
Hexachlorobutadiene ug/L23.3 2.0 20.00 61-134116
Isopropyl Ether ug/L22.5 0.50 20.00 60-154113
Isopropylbenzene (Cumene)ug/L19.7 0.50 20.00 70-13099
m,p-Xylenes ug/L42.6 1.0 40.00 77-133106
Methyl Butyl Ketone (2-Hexanone)ug/L25.0 5.0 20.00 64-137125
Methyl Ethyl Ketone (2-Butanone)ug/L26.8 5.0 20.00 71-134134
Methyl Isobutyl Ketone ug/L26.6 5.0 20.00 69-134133
Methylene Chloride ug/L23.2 1.0 20.00 73-131116
Methyl-tert-Butyl Ether ug/L24.4 0.50 20.00 68-135122
Naphthalene ug/L30.2 1.0 20.00 L164-136151
n-Butylbenzene ug/L20.7 1.0 20.00 68-134104
n-Propylbenzene ug/L19.7 0.50 20.00 72-13298
o-Xylene ug/L21.4 0.50 20.00 78-128107
sec-Butylbenzene ug/L20.4 0.50 20.00 71-131102
Styrene ug/L22.6 0.50 20.00 78-129113
tert-Butylbenzene ug/L19.8 0.50 20.00 70-13299
Tetrachloroethylene ug/L21.3 0.50 20.00 80-129106
Toluene ug/L23.5 0.50 20.00 76-131117
trans-1,2-Dichloroethylene ug/L24.1 0.50 20.00 76-135120
trans-1,3-Dichloropropylene ug/L25.1 0.50 20.00 67-140125
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 23 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
LCS (P6L0208-BS1)Prepared & Analyzed: 12/12/16
Trichloroethylene ug/L23.8 0.50 20.00 77-133119
Trichlorofluoromethane ug/L24.7 0.50 20.00 62-148124
Vinyl acetate ug/L25.5 2.0 20.00 34-167127
Vinyl chloride ug/L25.2 0.50 20.00 57-141126
ug/L 50.00 80-124Surrogate: 4-Bromofluorobenzene 9848.8
ug/L 50.00 75-129Surrogate: Dibromofluoromethane 9447.2
ug/L 50.00 77-123Surrogate: Toluene-d8 9044.8
LCS Dup (P6L0208-BSD1)Prepared & Analyzed: 12/12/16
1,1,1,2-Tetrachloroethane ug/L21.5 0.50 20.00 2079-134107 0.7
1,1,1-Trichloroethane ug/L23.8 0.50 20.00 2075-136119 2
1,1,2,2-Tetrachloroethane ug/L19.7 0.50 20.00 2062-12799 5
1,1,2-Trichloroethane ug/L24.4 0.50 20.00 2070-140122 3
1,1-Dichloroethane ug/L22.8 0.50 20.00 2078-130114 0.2
1,1-Dichloroethylene ug/L23.8 0.50 20.00 2070-154119 2
1,1-Dichloropropylene ug/L24.8 0.50 20.00 2071-136124 1
1,2,3-Trichlorobenzene ug/L27.0 2.0 20.00 2058-144135 7
1,2,3-Trichloropropane ug/L19.3 1.0 20.00 2071-12797 7
1,2,4-Trichlorobenzene ug/L24.3 1.0 20.00 2066-139122 14
1,2,4-Trimethylbenzene ug/L19.6 0.50 20.00 2075-13398 2
1,2-Dibromo-3-chloropropane ug/L20.4 2.0 20.00 2063-134102 11
1,2-Dibromoethane ug/L22.4 0.50 20.00 2077-135112 3
1,2-Dichlorobenzene ug/L19.9 0.50 20.00 2078-128100 5
1,2-Dichloroethane ug/L23.7 0.50 20.00 2068-131119 0.9
1,2-Dichloropropane ug/L23.8 0.50 20.00 2077-130119 1
1,3,5-Trimethylbenzene ug/L19.3 0.50 20.00 2075-13196 3
1,3-Dichlorobenzene ug/L19.6 0.50 20.00 2077-12598 4
1,3-Dichloropropane ug/L21.8 0.50 20.00 2076-132109 0.9
1,4-Dichlorobenzene ug/L19.5 0.50 20.00 2075-12697 3
2,2-Dichloropropane ug/L24.0 2.0 20.00 2029-149120 4
2-Chlorotoluene ug/L19.5 0.50 20.00 2074-12697 3
4-Chlorotoluene ug/L19.8 0.50 20.00 2078-12999 2
4-Isopropyltoluene ug/L19.7 0.50 20.00 2069-13298 3
Acetone ug/L51.1 5.0 40.00 2040-166128 12
Acrolein ug/L46.9 20 40.00 2070-130117 7
Acrylonitrile ug/L49.9 20 40.00 2081-127125 6
Benzene ug/L23.2 0.50 20.00 2077-128116 0.8
Bromobenzene ug/L19.2 0.50 20.00 2078-12996 3
Bromochloromethane ug/L24.3 0.50 20.00 2078-135122 2
Bromodichloromethane ug/L23.8 0.50 20.00 2076-138119 2
Bromoform ug/L20.8 1.0 20.00 2071-135104 5
Bromomethane ug/L21.2 1.0 20.00 2041-168106 4
Carbon disulfide ug/L25.5 5.0 20.00 2059-135128 2
Carbon Tetrachloride ug/L23.2 0.50 20.00 2072-142116 0.9
Chlorobenzene ug/L21.1 0.50 20.00 2078-119106 2
Chloroethane ug/L24.0 0.50 20.00 2057-142120 2
Chloroform ug/L22.2 0.50 20.00 2077-130111 1
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 24 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
LCS Dup (P6L0208-BSD1)Prepared & Analyzed: 12/12/16
Chloromethane ug/L23.0 0.50 20.00 2047-145115 1
cis-1,2-Dichloroethylene ug/L23.3 0.50 20.00 2076-141117 2
cis-1,3-Dichloropropylene ug/L24.8 0.50 20.00 2065-140124 2
Dibromochloromethane ug/L21.5 0.50 20.00 2075-134107 3
Dibromomethane ug/L24.1 0.50 20.00 2076-138121 2
Dichlorodifluoromethane ug/L22.0 1.0 20.00 2028-163110 0.7
Ethylbenzene ug/L20.9 0.50 20.00 2080-127105 2
Hexachlorobutadiene ug/L21.7 2.0 20.00 2061-134108 7
Isopropyl Ether ug/L22.0 0.50 20.00 2060-154110 2
Isopropylbenzene (Cumene)ug/L19.3 0.50 20.00 2070-13096 2
m,p-Xylenes ug/L41.6 1.0 40.00 2077-133104 2
Methyl Butyl Ketone (2-Hexanone)ug/L23.4 5.0 20.00 2064-137117 7
Methyl Ethyl Ketone (2-Butanone)ug/L24.3 5.0 20.00 2071-134122 9
Methyl Isobutyl Ketone ug/L24.9 5.0 20.00 2069-134125 6
Methylene Chloride ug/L22.8 1.0 20.00 2073-131114 2
Methyl-tert-Butyl Ether ug/L23.9 0.50 20.00 2068-135119 2
Naphthalene ug/L25.7 1.0 20.00 2064-136128 16
n-Butylbenzene ug/L20.2 1.0 20.00 2068-134101 3
n-Propylbenzene ug/L19.1 0.50 20.00 2072-13296 3
o-Xylene ug/L21.0 0.50 20.00 2078-128105 2
sec-Butylbenzene ug/L19.8 0.50 20.00 2071-13199 3
Styrene ug/L22.3 0.50 20.00 2078-129112 1
tert-Butylbenzene ug/L19.2 0.50 20.00 2070-13296 3
Tetrachloroethylene ug/L20.6 0.50 20.00 2080-129103 3
Toluene ug/L23.3 0.50 20.00 2076-131117 0.6
trans-1,2-Dichloroethylene ug/L23.5 0.50 20.00 2076-135118 2
trans-1,3-Dichloropropylene ug/L24.8 0.50 20.00 2067-140124 0.9
Trichloroethylene ug/L23.4 0.50 20.00 2077-133117 2
Trichlorofluoromethane ug/L24.5 0.50 20.00 2062-148122 1
Vinyl acetate ug/L24.4 2.0 20.00 2034-167122 4
Vinyl chloride ug/L24.7 0.50 20.00 2057-141124 2
ug/L 50.00 80-124Surrogate: 4-Bromofluorobenzene 9748.6
ug/L 50.00 75-129Surrogate: Dibromofluoromethane 9446.8
ug/L 50.00 77-123Surrogate: Toluene-d8 9044.8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 25 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
Blank (P6L0138-BLK1)Prepared & Analyzed: 12/08/16
1,2,4-Trichlorobenzene ug/LBRL10
1,2-Dichlorobenzene ug/LBRL10
1,3-Dichlorobenzene ug/LBRL10
1,4-Dichlorobenzene ug/LBRL10
1-Methylnaphthalene ug/LBRL10
2,4,5-Trichlorophenol ug/LBRL10
2,4,6-Trichlorophenol ug/LBRL10
2,4-Dichlorophenol ug/LBRL10
2,4-Dimethylphenol ug/LBRL10
2,4-Dinitrophenol ug/LBRL10
2,4-Dinitrotoluene ug/LBRL10
2,6-Dinitrotoluene ug/LBRL10
2-Chloronaphthalene ug/LBRL10
2-Chlorophenol ug/LBRL10
2-Methylnaphthalene ug/LBRL10
2-Methylphenol ug/LBRL10
2-Nitroaniline ug/LBRL10
2-Nitrophenol ug/LBRL10
3,3'-Dichlorobenzidine ug/LBRL10
3/4-Methylphenol ug/LBRL10
3-Nitroaniline ug/LBRL10
4,6-Dinitro-2-methylphenol ug/LBRL10
4-Bromophenyl phenyl ether ug/LBRL10
4-Chloro-3-methylphenol ug/LBRL10
4-Chloroaniline ug/LBRL10
4-Chlorophenyl phenyl ether ug/LBRL10
4-Nitroaniline ug/LBRL10
4-Nitrophenol ug/LBRL10
Acenaphthene ug/LBRL10
Acenaphthylene ug/LBRL10
Aniline ug/LBRL10
Anthracene ug/LBRL10
Azobenzene ug/LBRL10
Benzo(a)anthracene ug/LBRL10
Benzo(a)pyrene ug/LBRL10
Benzo(b)fluoranthene ug/LBRL10
Benzo(g,h,i)perylene ug/LBRL10
Benzo(k)fluoranthene ug/LBRL10
Benzoic Acid ug/LBRL100
Benzyl alcohol ug/LBRL10
bis(2-Chloroethoxy)methane ug/LBRL10
Bis(2-Chloroethyl)ether ug/LBRL10
Bis(2-chloroisopropyl)ether ug/LBRL10
Bis(2-Ethylhexyl)phthalate ug/LBRL10
Butyl benzyl phthalate ug/LBRL10
Chrysene ug/LBRL10
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 26 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
Blank (P6L0138-BLK1)Prepared & Analyzed: 12/08/16
Dibenzo(a,h)anthracene ug/LBRL10
Dibenzofuran ug/LBRL10
Diethyl phthalate ug/LBRL10
Dimethyl phthalate ug/LBRL10
Di-n-butyl phthalate ug/LBRL10
Di-n-octyl phthalate ug/LBRL10
Fluoranthene ug/LBRL10
Fluorene ug/LBRL10
Hexachlorobenzene ug/LBRL10
Hexachlorobutadiene ug/LBRL10
Hexachlorocyclopentadiene ug/LBRL10
Hexachloroethane ug/LBRL10
Indeno(1,2,3-cd)pyrene ug/LBRL10
Isophorone ug/LBRL10
Naphthalene ug/LBRL10
Nitrobenzene ug/LBRL10
N-Nitroso-di-n-propylamine ug/LBRL10
N-Nitrosodiphenylamine ug/LBRL10
Pentachlorophenol ug/LBRL10
Phenanthrene ug/LBRL10
Phenol ug/LBRL10
Pyrene ug/LBRL10
ug/L 100.0 43-140Surrogate: 2,4,6-Tribromophenol 6564.7
ug/L 50.00 44-119Surrogate: 2-Fluorobiphenyl 6432.1
ug/L 100.0 19-119Surrogate: 2-Fluorophenol 4039.6
ug/L 50.00 44-120Surrogate: Nitrobenzene-d5 6331.3
ug/L 100.0 11-52Surrogate: Phenol-d5 2525.0
ug/L 50.00 50-134Surrogate: Terphenyl-d14 7035.0
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 27 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
LCS (P6L0138-BS1)Prepared & Analyzed: 12/08/16
1,2,4-Trichlorobenzene ug/L27.2 10 50.00 29-12654
1,2-Dichlorobenzene ug/L28.5 10 50.00 32-11157
1,3-Dichlorobenzene ug/L28.0 10 50.00 28-11056
1,4-Dichlorobenzene ug/L28.4 10 50.00 29-11257
1-Methylnaphthalene ug/L30.7 10 50.00 41-11961
2,4,5-Trichlorophenol ug/L35.2 10 50.00 53-12370
2,4,6-Trichlorophenol ug/L32.6 10 50.00 50-12565
2,4-Dichlorophenol ug/L30.1 10 50.00 47-12160
2,4-Dimethylphenol ug/L34.3 10 50.00 31-12469
2,4-Dinitrophenol ug/L13.0 10 50.00 23-14326
2,4-Dinitrotoluene ug/L36.4 10 50.00 57-12873
2,6-Dinitrotoluene ug/L36.6 10 50.00 57-12473
2-Chloronaphthalene ug/L39.4 10 50.00 40-11679
2-Chlorophenol ug/L32.0 10 50.00 38-11764
2-Methylnaphthalene ug/L30.4 10 50.00 40-12161
2-Methylphenol ug/L28.5 10 50.00 30-11757
2-Nitroaniline ug/L32.9 10 50.00 55-12766
2-Nitrophenol ug/L30.5 10 50.00 47-12361
3,3'-Dichlorobenzidine ug/L36.8 10 50.00 27-12974
3/4-Methylphenol ug/L25.9 10 50.00 29-11052
3-Nitroaniline ug/L31.5 10 50.00 41-12863
4,6-Dinitro-2-methylphenol ug/L17.9 10 50.00 L144-13736
4-Bromophenyl phenyl ether ug/L35.7 10 50.00 55-12471
4-Chloro-3-methylphenol ug/L32.1 10 50.00 52-11964
4-Chloroaniline ug/L29.1 10 50.00 33-11758
4-Chlorophenyl phenyl ether ug/L35.6 10 50.00 53-12171
4-Nitroaniline ug/L29.6 10 50.00 45-13559
4-Nitrophenol ug/L12.6 10 50.00 10-7725
Acenaphthene ug/L34.2 10 50.00 47-12268
Acenaphthylene ug/L34.8 10 50.00 41-13070
Aniline ug/L39.6 10 50.00 12-19779
Anthracene ug/L37.1 10 50.00 57-12374
Azobenzene ug/L38.4 10 50.00 61-11677
Benzo(a)anthracene ug/L37.7 10 50.00 58-12575
Benzo(a)pyrene ug/L37.5 10 50.00 54-12875
Benzo(b)fluoranthene ug/L37.2 10 50.00 53-13174
Benzo(g,h,i)perylene ug/L36.6 10 50.00 50-13473
Benzo(k)fluoranthene ug/L37.5 10 50.00 57-12975
Benzoic Acid ug/LBRL100 50.00 L10-125
Benzyl alcohol ug/L27.2 10 50.00 31-11254
bis(2-Chloroethoxy)methane ug/L29.8 10 50.00 48-12060
Bis(2-Chloroethyl)ether ug/L30.3 10 50.00 43-11861
Bis(2-chloroisopropyl)ether ug/L30.9 10 50.00 37-13062
Bis(2-Ethylhexyl)phthalate ug/L38.6 10 50.00 55-13577
Butyl benzyl phthalate ug/L36.5 10 50.00 53-13473
Chrysene ug/L39.2 10 50.00 59-12378
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 28 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
LCS (P6L0138-BS1)Prepared & Analyzed: 12/08/16
Dibenzo(a,h)anthracene ug/L37.0 10 50.00 51-13474
Dibenzofuran ug/L38.3 10 50.00 53-11877
Diethyl phthalate ug/L38.6 10 50.00 56-12577
Dimethyl phthalate ug/L38.3 10 50.00 45-12777
Di-n-butyl phthalate ug/L38.2 10 50.00 59-12776
Di-n-octyl phthalate ug/L38.9 10 50.00 51-14078
Fluoranthene ug/L36.5 10 50.00 57-12873
Fluorene ug/L37.1 10 50.00 52-12474
Hexachlorobenzene ug/L35.5 10 50.00 53-12571
Hexachlorobutadiene ug/L26.4 10 50.00 22-12453
Hexachlorocyclopentadiene ug/L29.9 10 50.00 32-11760
Hexachloroethane ug/L27.3 10 50.00 21-11555
Indeno(1,2,3-cd)pyrene ug/L36.0 10 50.00 52-13472
Isophorone ug/L32.5 10 50.00 42-12465
Naphthalene ug/L28.7 10 50.00 40-12157
Nitrobenzene ug/L31.4 10 50.00 45-12163
N-Nitroso-di-n-propylamine ug/L32.3 10 50.00 49-11965
N-Nitrosodiphenylamine ug/L36.5 10 50.00 51-12373
Pentachlorophenol ug/L18.7 10 50.00 35-13837
Phenanthrene ug/L36.8 10 50.00 59-12074
Phenol ug/L13.1 10 50.00 12-5826
Pyrene ug/L36.7 10 50.00 57-12673
ug/L 100.0 43-140Surrogate: 2,4,6-Tribromophenol 7170.8
ug/L 50.00 44-119Surrogate: 2-Fluorobiphenyl 7537.6
ug/L 100.0 19-119Surrogate: 2-Fluorophenol 4343.5
ug/L 50.00 44-120Surrogate: Nitrobenzene-d5 6431.8
ug/L 100.0 11-52Surrogate: Phenol-d5 2727.0
ug/L 50.00 50-134Surrogate: Terphenyl-d14 7336.4
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 29 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
LCS Dup (P6L0138-BSD1)Prepared & Analyzed: 12/08/16
1,2,4-Trichlorobenzene ug/L30.7 10 50.00 2029-12661 12
1,2-Dichlorobenzene ug/L31.4 10 50.00 2032-11163 10
1,3-Dichlorobenzene ug/L30.7 10 50.00 2028-11061 9
1,4-Dichlorobenzene ug/L31.5 10 50.00 2029-11263 10
1-Methylnaphthalene ug/L33.6 10 50.00 2041-11967 9
2,4,5-Trichlorophenol ug/L39.1 10 50.00 2053-12378 11
2,4,6-Trichlorophenol ug/L38.2 10 50.00 2050-12576 16
2,4-Dichlorophenol ug/L33.4 10 50.00 2047-12167 10
2,4-Dimethylphenol ug/L37.5 10 50.00 2031-12475 9
2,4-Dinitrophenol ug/L22.2 10 50.00 20 D23-14344 52
2,4-Dinitrotoluene ug/L41.3 10 50.00 2057-12883 12
2,6-Dinitrotoluene ug/L41.4 10 50.00 2057-12483 12
2-Chloronaphthalene ug/L42.8 10 50.00 2040-11686 8
2-Chlorophenol ug/L35.2 10 50.00 2038-11770 10
2-Methylnaphthalene ug/L33.3 10 50.00 2040-12167 9
2-Methylphenol ug/L30.9 10 50.00 2030-11762 8
2-Nitroaniline ug/L36.3 10 50.00 2055-12773 10
2-Nitrophenol ug/L33.8 10 50.00 2047-12368 10
3,3'-Dichlorobenzidine ug/L40.5 10 50.00 2027-12981 9
3/4-Methylphenol ug/L28.4 10 50.00 2029-11057 9
3-Nitroaniline ug/L34.8 10 50.00 2041-12870 10
4,6-Dinitro-2-methylphenol ug/L30.5 10 50.00 20 D44-13761 52
4-Bromophenyl phenyl ether ug/L40.2 10 50.00 2055-12480 12
4-Chloro-3-methylphenol ug/L35.0 10 50.00 2052-11970 9
4-Chloroaniline ug/L31.2 10 50.00 2033-11762 7
4-Chlorophenyl phenyl ether ug/L40.0 10 50.00 2053-12180 12
4-Nitroaniline ug/L32.0 10 50.00 2045-13564 8
4-Nitrophenol ug/L14.7 10 50.00 2010-7729 16
Acenaphthene ug/L38.2 10 50.00 2047-12276 11
Acenaphthylene ug/L37.9 10 50.00 2041-13076 8
Aniline ug/L40.4 10 50.00 2012-19781 2
Anthracene ug/L41.0 10 50.00 2057-12382 10
Azobenzene ug/L42.1 10 50.00 2061-11684 9
Benzo(a)anthracene ug/L41.5 10 50.00 2058-12583 10
Benzo(a)pyrene ug/L41.8 10 50.00 2054-12884 11
Benzo(b)fluoranthene ug/L41.6 10 50.00 2053-13183 11
Benzo(g,h,i)perylene ug/L40.8 10 50.00 2050-13482 11
Benzo(k)fluoranthene ug/L41.8 10 50.00 2057-12984 11
Benzoic Acid ug/LBRL100 50.00 20 L10-125
Benzyl alcohol ug/L30.0 10 50.00 2031-11260 10
bis(2-Chloroethoxy)methane ug/L33.2 10 50.00 2048-12066 11
Bis(2-Chloroethyl)ether ug/L33.3 10 50.00 2043-11867 9
Bis(2-chloroisopropyl)ether ug/L34.0 10 50.00 2037-13068 9
Bis(2-Ethylhexyl)phthalate ug/L43.3 10 50.00 2055-13587 11
Butyl benzyl phthalate ug/L41.5 10 50.00 2053-13483 13
Chrysene ug/L43.4 10 50.00 2059-12387 10
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 30 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
LCS Dup (P6L0138-BSD1)Prepared & Analyzed: 12/08/16
Dibenzo(a,h)anthracene ug/L41.3 10 50.00 2051-13483 11
Dibenzofuran ug/L41.7 10 50.00 2053-11883 8
Diethyl phthalate ug/L43.2 10 50.00 2056-12586 11
Dimethyl phthalate ug/L42.4 10 50.00 2045-12785 10
Di-n-butyl phthalate ug/L42.4 10 50.00 2059-12785 10
Di-n-octyl phthalate ug/L43.8 10 50.00 2051-14088 12
Fluoranthene ug/L40.2 10 50.00 2057-12880 10
Fluorene ug/L41.4 10 50.00 2052-12483 11
Hexachlorobenzene ug/L39.9 10 50.00 2053-12580 12
Hexachlorobutadiene ug/L29.1 10 50.00 2022-12458 10
Hexachlorocyclopentadiene ug/L34.6 10 50.00 2032-11769 14
Hexachloroethane ug/L29.9 10 50.00 2021-11560 9
Indeno(1,2,3-cd)pyrene ug/L50.8 10 50.00 20 D52-134102 34
Isophorone ug/L35.5 10 50.00 2042-12471 9
Naphthalene ug/L31.3 10 50.00 2040-12163 9
Nitrobenzene ug/L34.1 10 50.00 2045-12168 8
N-Nitroso-di-n-propylamine ug/L34.9 10 50.00 2049-11970 8
N-Nitrosodiphenylamine ug/L40.4 10 50.00 2051-12381 10
Pentachlorophenol ug/L31.3 10 50.00 20 D35-13863 51
Phenanthrene ug/L40.6 10 50.00 2059-12081 10
Phenol ug/L14.4 10 50.00 2012-5829 10
Pyrene ug/L40.4 10 50.00 2057-12681 10
ug/L 100.0 43-140Surrogate: 2,4,6-Tribromophenol 8079.8
ug/L 50.00 44-119Surrogate: 2-Fluorobiphenyl 7939.4
ug/L 100.0 19-119Surrogate: 2-Fluorophenol 4545.0
ug/L 50.00 44-120Surrogate: Nitrobenzene-d5 6733.7
ug/L 100.0 11-52Surrogate: Phenol-d5 2928.5
ug/L 50.00 50-134Surrogate: Terphenyl-d14 7738.3
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 31 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organochlorine Pesticides by GC/ECD - Quality Control
Batch P6L0150 - 3510C GC
Blank (P6L0150-BLK1)Prepared: 12/08/16 Analyzed: 12/09/16
4,4'-DDD ug/LBRL0.050
4,4'-DDE ug/LBRL0.050
4,4'-DDT ug/LBRL0.050
Aldrin ug/LBRL0.050
alpha-BHC ug/LBRL0.050
cis-Chlordane ug/LBRL0.050
beta-BHC ug/LBRL0.050
Chlordane ug/LBRL0.50
delta-BHC ug/LBRL0.050
Dieldrin ug/LBRL0.050
Endosulfan I ug/LBRL0.050
Endosulfan II ug/LBRL0.050
Endosulfan Sulfate ug/LBRL0.050
Endrin ug/LBRL0.050
Endrin Aldehyde ug/LBRL0.050
Endrin Ketone ug/LBRL0.050
gamma-BHC ug/LBRL0.050
trans-Chlordane ug/LBRL0.050
Heptachlor ug/LBRL0.050
Heptachlor Epoxide ug/LBRL0.050
Methoxychlor ug/L0.0474 0.050 BL, J
Toxaphene ug/LBRL0.50
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 800.804
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 690.689
LCS (P6L0150-BS1)Prepared: 12/08/16 Analyzed: 12/09/16
4,4'-DDD ug/L1.05 0.050 1.000 66-138105
4,4'-DDE ug/L1.07 0.050 1.000 67-127107
4,4'-DDT ug/L1.07 0.050 1.000 66-142107
Aldrin ug/L1.01 0.050 1.000 62-124101
alpha-BHC ug/L0.981 0.050 1.000 63-12598
cis-Chlordane ug/L1.03 0.050 1.000 68-126103
beta-BHC ug/L0.998 0.050 1.000 65-137100
delta-BHC ug/L0.923 0.050 1.000 65-13292
Dieldrin ug/L1.05 0.050 1.000 69-130105
Endosulfan I ug/L1.01 0.050 1.000 71-129101
Endosulfan II ug/L1.07 0.050 1.000 73-135107
Endosulfan Sulfate ug/L1.06 0.050 1.000 72-137106
Endrin ug/L1.14 0.050 1.000 69-144114
Endrin Aldehyde ug/L1.06 0.050 1.000 68-139106
Endrin Ketone ug/L1.06 0.050 1.000 68-150106
gamma-BHC ug/L1.01 0.050 1.000 66-129101
trans-Chlordane ug/L1.04 0.050 1.000 66-126104
Heptachlor ug/L1.04 0.050 1.000 61-136104
Heptachlor Epoxide ug/L1.05 0.050 1.000 69-131105
Methoxychlor ug/L1.14 0.050 1.000 B70-157114
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 32 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organochlorine Pesticides by GC/ECD - Quality Control
Batch P6L0150 - 3510C GC
LCS (P6L0150-BS1)Prepared: 12/08/16 Analyzed: 12/09/16
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 790.788
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 760.760
LCS (P6L0150-BS2)Prepared: 12/08/16 Analyzed: 12/09/16
Chlordane ug/L7.45 0.50 10.00 50-15074
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 770.767
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 740.740
LCS (P6L0150-BS3)Prepared: 12/08/16 Analyzed: 12/09/16
Toxaphene ug/L8.34 0.50 10.00 50-15083
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 740.740
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 770.774
LCS Dup (P6L0150-BSD1)Prepared: 12/08/16 Analyzed: 12/09/16
4,4'-DDD ug/L1.14 0.050 1.000 2066-138114 9
4,4'-DDE ug/L1.14 0.050 1.000 2067-127114 6
4,4'-DDT ug/L1.20 0.050 1.000 2066-142120 12
Aldrin ug/L1.03 0.050 1.000 2062-124103 2
alpha-BHC ug/L1.01 0.050 1.000 2063-125101 3
cis-Chlordane ug/L1.07 0.050 1.000 2068-126107 4
beta-BHC ug/L1.05 0.050 1.000 2065-137105 5
delta-BHC ug/L0.980 0.050 1.000 2065-13298 6
Dieldrin ug/L1.11 0.050 1.000 2069-130111 5
Endosulfan I ug/L1.05 0.050 1.000 2071-129105 4
Endosulfan II ug/L1.16 0.050 1.000 2073-135116 7
Endosulfan Sulfate ug/L1.16 0.050 1.000 2072-137116 9
Endrin ug/L1.22 0.050 1.000 2069-144122 7
Endrin Aldehyde ug/L1.17 0.050 1.000 2068-139117 10
Endrin Ketone ug/L1.16 0.050 1.000 2068-150116 9
gamma-BHC ug/L1.04 0.050 1.000 2066-129104 4
trans-Chlordane ug/L1.08 0.050 1.000 2066-126108 4
Heptachlor ug/L1.12 0.050 1.000 2061-136112 7
Heptachlor Epoxide ug/L1.10 0.050 1.000 2069-131110 4
Methoxychlor ug/L1.28 0.050 1.000 20 B70-157128 12
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 840.836
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 730.726
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 33 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Total Metals - Quality Control
Batch P6L0160 - 7470A
Blank (P6L0160-BLK1)Prepared & Analyzed: 12/09/16
Mercury mg/LBRL0.00020
LCS (P6L0160-BS1)Prepared & Analyzed: 12/09/16
Mercury mg/L0.00936 0.00020 0.009375 80-120100
Matrix Spike (P6L0160-MS1)Prepared & Analyzed: 12/09/16 Source: 6120143-01
Mercury mg/L0.00512 0.00020 0.009375 BRL MI80-12055
Matrix Spike Dup (P6L0160-MSD1)Prepared & Analyzed: 12/09/16 Source: 6120143-01
Mercury mg/L0.00544 0.00020 0.009375 BRL 20 MI80-12058 6
Batch P6L0161 - 3010A
Blank (P6L0161-BLK1)Prepared & Analyzed: 12/09/16
Arsenic mg/LBRL0.010
Barium mg/LBRL0.010
Cadmium mg/LBRL0.0010
Chromium mg/LBRL0.0050
Lead mg/LBRL0.0050
Selenium mg/LBRL0.020
Silver mg/LBRL0.0050
LCS (P6L0161-BS1)Prepared & Analyzed: 12/09/16
Arsenic mg/L0.258 0.010 0.2500 80-120103
Barium mg/L0.257 0.010 0.2500 80-120103
Cadmium mg/L0.259 0.0010 0.2500 80-120104
Chromium mg/L0.257 0.0050 0.2500 80-120103
Lead mg/L0.258 0.0050 0.2500 80-120103
Selenium mg/L0.256 0.020 0.2500 80-120102
Silver mg/L0.102 0.0050 0.1000 80-120102
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 34 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Dissolved Metals - Quality Control
Batch P6L0156 - 3010A
Blank (P6L0156-BLK1)Prepared & Analyzed: 12/08/16
Arsenic mg/LBRL0.010
Barium mg/LBRL0.010
Cadmium mg/LBRL0.0010
Chromium mg/LBRL0.0050
Lead mg/LBRL0.0050
Selenium mg/LBRL0.020
Silver mg/LBRL0.0050
LCS (P6L0156-BS1)Prepared & Analyzed: 12/08/16
Arsenic mg/L0.248 0.010 0.2500 80-12099
Barium mg/L0.245 0.010 0.2500 80-12098
Cadmium mg/L0.248 0.0010 0.2500 80-12099
Chromium mg/L0.241 0.0050 0.2500 80-12097
Lead mg/L0.245 0.0050 0.2500 80-12098
Selenium mg/L0.268 0.020 0.2500 80-120107
Silver mg/L0.0980 0.0050 0.1000 80-12098
Matrix Spike (P6L0156-MS1)Prepared & Analyzed: 12/08/16 Source: 6120143-01
Arsenic mg/L0.256 0.010 0.2500 BRL 75-125102
Barium mg/L0.506 0.010 0.2500 0.272 75-12593
Cadmium mg/L0.240 0.0010 0.2500 BRL 75-12596
Chromium mg/L0.240 0.0050 0.2500 BRL 75-12596
Lead mg/L0.232 0.0050 0.2500 BRL 75-12593
Selenium mg/L0.391 0.020 0.2500 0.0747 M75-125127
Silver mg/L0.0876 0.0050 0.1000 BRL 75-12588
Matrix Spike Dup (P6L0156-MSD1)Prepared & Analyzed: 12/08/16 Source: 6120143-01
Arsenic mg/L0.259 0.010 0.2500 BRL 2075-125104 1
Barium mg/L0.505 0.010 0.2500 0.272 2075-12593 0.08
Cadmium mg/L0.239 0.0010 0.2500 BRL 2075-12596 0.05
Chromium mg/L0.241 0.0050 0.2500 BRL 2075-12596 0.3
Lead mg/L0.233 0.0050 0.2500 BRL 2075-12593 0.6
Selenium mg/L0.380 0.020 0.2500 0.0747 2075-125122 3
Silver mg/L0.0870 0.0050 0.1000 BRL 2075-12587 0.6
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 35 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Dissolved Metals - Quality Control
Batch P6L0160 - 7470A
Blank (P6L0160-BLK1)Prepared & Analyzed: 12/09/16
Mercury mg/LBRL0.00020
LCS (P6L0160-BS1)Prepared & Analyzed: 12/09/16
Mercury mg/L0.00936 0.00020 0.009375 80-120100
Matrix Spike (P6L0160-MS1)Prepared & Analyzed: 12/09/16 Source: 6120143-01
Mercury mg/L0.00512 0.00020 0.009375 BRL MI80-12055
Matrix Spike Dup (P6L0160-MSD1)Prepared & Analyzed: 12/09/16 Source: 6120143-01
Mercury mg/L0.00544 0.00020 0.009375 BRL 20 MI80-12058 6
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 36 of 49
Sample Extraction Data
Prep Method: 3010A
Lab Number Batch Date/TimeInitialFinal
P6L01566120143-01 12/08/16 15:0050 50mL mL
P6L01566120143-03 12/08/16 15:0050 50mL mL
Prep Method: 7470A
Lab Number Batch Date/TimeInitialFinal
P6L01606120143-01 12/09/16 8:4020 30mL mL
P6L01606120143-03 12/09/16 8:4020 30mL mL
Prep Method: 3510C GC
Lab Number Batch Date/TimeInitialFinal
P6L01506120143-01 12/08/16 11:301000 10mL mL
P6L01506120143-03 12/08/16 11:301000 10mL mL
Prep Method: 3510C MS
Lab Number Batch Date/TimeInitialFinal
P6L01386120143-01 12/08/16 8:501000 1mL mL
P6L01386120143-02 12/08/16 8:508701mL mL
P6L01386120143-03 12/08/16 8:501000 1mL mL
Prep Method: 3010A
Lab Number Batch Date/TimeInitialFinal
P6L01616120143-01 12/09/16 8:4050 50mL mL
P6L01616120143-03 12/09/16 8:4050 50mL mL
Prep Method: 7470A
Lab Number Batch Date/TimeInitialFinal
P6L01606120143-01 12/09/16 8:4020 30mL mL
P6L01606120143-03 12/09/16 8:4020 30mL mL
Prep Method: 5030B
Lab Number Batch Date/TimeInitialFinal
P6L02086120143-01 12/12/16 10:3310 10mL mL
P6L02086120143-02 12/12/16 10:3310 10mL mL
P6L02086120143-03 12/12/16 10:3310 10mL mL
P6L02086120143-04 12/12/16 10:3310 10mL mL
Subcontracted Analyses
Lab Number
The following analyses were subcontracted to Analytical Environmental Services, Inc.
Analysis
6120143-02 Herbicides (Sub)
6120143-03 Herbicides (Sub)
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 37 of 49
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Appendix D
Brownfield Area Reconnaissance and
Receptor Survey Guidance Form
Page 1 of 5
General Instructions
1.)
2.)
3.)
Site: Ballantyne Switching Station
Address: 13741 Lancaster Highway
City: Charlotte
County: Mecklenburg
Property Characteristics
Surrounding Properties
X North Unknown
X South Unknown
X East Unknown
% of property that is open land
NA
50
0
NA
NA% of property that is agricultural crops
% of property that is barren
0
BROWNFIELDS AREA RECONNAISSANCE AND RECEPTOR SURVEY GUIDANCE FORM
Provide Information for the following potential receptors Current Usage Proposed Usage
This form was created to clarify and simplify preparing a receptor survey for a brownfield site. The form was designed to
minimize unnecessary delays in processing brownfield applications. This is a guidance document only and Potential Developers
may complete and submit their own receptor survey, if they desire.
NA
~7
50
Mixed Use District, Single Family
% of property that is grass area
Size of Property (acres)
% of property that is wooded
0
The shaded fields on the form marked “Applicable to Site” will be determined by the DENR Brownfields Project
Manager on a site by site basis.
The distances to potential receptors from the Property boundary will be determined by the DENR Brownfields
Project Manager on a site by site basis.
Distances are measured from the site Property Boundary unless otherwise indicated by the DENR Brownfield’s
Project Manager.
0
0
NA% of property that is used for commercial or industrial usage
including paved areas
Ballantyne Switching
Station
NA
NA% of property that is scrub/shrub
Applicable to Site
(DENR Use Only)
Surrounding Properties
Zoning/Land Use Current Usage Proposed Usage
Urban Residential
Mixed Use District, Single Family
Rev. 06/05/02
Page 2 of 5
X West UnknownSingle Family
Rev. 06/05/02
Page 3 of 5
Potential Receptors - include depth to top, construction material and diameter of the utilities, if available
Distance Direction Depth
X
Is a basement or subsurface
foundation within 500 ft of the
Property boundary?
NY11/23/2016 NA NA NA
X
Is a school or daycare center
within 1000 ft of the Property
boundary?
Unknown Y 11/23/2016 >500 ft West NA
X
Is a storm sewer within 100 ft of
the Property boundary?NY11/23/2016 NA NA NA
X
Is a sanitary sewer within 100 ft
of the Property boundary?NY11/23/2016 NA NA NA
X
Is a septic system leach field
within 500 ft of the Property
boundary?
YY11/23/2016 ~500 ft South Unknown
X
Is a water line main within 100 ft
of Property boundary?NY11/23/2016 NA NA NA
X
Is a natural gas line main within
100 ft of the Property boundary?NY11/23/2016 NA NA NA
X
Is a buried telephone/ cable main
within 100 ft of the Property
boundary?
YN11/23/2016 <100 ft South Unknown
X
Is a buried electrical cable main
within 100 ft of Property
boundary?
YN11/23/2016 <100 ft South Unknown
Local Water Supply
Public: Yes Private: No
Potable Water Supplier Name:City of Charlotte
Potable Water Supply Source:Lake Norman / Mountain Island Lake
Distance: 26.2 / 20.4 miles Direction: North
Potable Water Source Intake:Catawba River
Distance:NA Direction: NA
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Y/N Field
Verified
Date
Verified Complete and attach map as
appropriate
Rev. 06/05/02
Page 4 of 5
Water Supply Wells
Distance Direction Depth
X
Is a public water supply well
within 1 mile of the Property
boundary?
YY11/23/2016 1/2 Mile Southwest Unknown
YY11/23/2016 1,500 ft Southwest Unknown
YY11/23/2016 1/2 Mile North Unknown
X
Is a irrigation supply well within
1/2 mile of the Property
boundary?
YY11/23/2016 500 ft South Unknown
Water Bodies on Property
X
Is water body naturally
developed or man made?None
X
List the uses of the water body
None
X
What is the source of the water
for the water body None
X
What is the nature of the bottom
of the water body (e.g., rocky or
concrete bottom, drainage ways
or impoundments)
None
X
Are there any wetlands present
on the property?None
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Comments
Is a monitoring well within 1500
ft of the Property boundary?Y
X
Is a private water supply well
within 1/2 mile of the Property
boundary?
Applicable to Site
(DENR Use Only)
<500 ft
Provide Information for the
following potential receptors Y/N
X South Unknown
Complete and attach map as
appropriate
Y 11/23/2016
Field
Verified
Date
Verified
Rev. 06/05/02
Page 5 of 5
Surface Water Body
Distance Direction Depth
X
Are there surface waters located
within 500 ft of the Property
boundary?
Y McAlpine
Creek Creek 250-500 ft North Unknown
Additional water bodies, if needed
Y Unnamed
Pond Pond ~500 ft Southeast Unknown
Additional Requests/ Observations

Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Comments
Provide Information for the
following potential receptors Y/N Name Type Complete and attach map as
appropriate
Applicable to Site
(DENR Use Only)
Rev. 06/05/02