HomeMy WebLinkAboutNC0004774_Seep Charaterization_20200724 tips DUKE James Wells
Vice President
ENERGY® Environmental,Health and Safety
Programs&Environmental Sciences
526 South Church Street
Charlotte,NC 28202
(980)373-9646
July 24, 2020
Via Overnight Mail
S. Daniel Smith
Director of Water Resources E Cr E I��
North Carolina Department of Environmental Quality
D
1617 Mail Service Center JUL 2 7 1010
Raleigh, NC 27699-1617 NCDEQ/pWR/NppEs
Bob Sledge
North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Permitting Program
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Seep Characterization Report submittal and request for formal certification of
seep dispositions
Duke Energy Carolinas, LLC —Buck Steam Station
EMC SOC WQ S 18-004
NPDES Permit NC0004774
Rowan County
Dear Messrs. Smith and Sledge:
On behalf of Duke Energy Carolinas,LLC(DEC),I am submitting to you the enclosed Buck Steam
Station Seep Characterization Report summarizing the findings of the post decant sampling event
and requesting formal certification of seep disposition decisions as described in the report. The
conclusions from this report and the Department's certifications will be incorporated into the
upcoming corrective action plan(CAP) amendment as required by the subject order. Completion
of decanting occurred at Buck on March 2, 2020. As outlined in the report, all remaining areas
previously identified as "seeps" are proposed for dispositioning based on their characteristics
and/or lack of impact to waters of the State.
Messrs. Smith and Sledge
July 24, 2020
Page 2
Please direct any questions about this submittal to Chris Hallman at(980) 373-7892.
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility offine and imprisonment for knowing violations.
Sincerely,
( Ea(
James Wells
Vice President, Environment, Health & Safety
Programs and Environmental Sciences
Duke Energy
Attachment:
Buck Steam Station 2020 Seep Characterization Report
CC: Richard Baker, Duke Energy
Robert Wylie, Duke Energy
Steve Cahoon/FileNet, Duke Energy
Shannon Langley, Duke Energy
Chris Hallman, Duke Energy
Dale Wooten, Duke Energy
Paul Draovitch, Duke Energy
Matt Hanchey, Duke Energy
Corey Basinger, WQ Supervisor, DEQ Mooresville Office
synTerra
SEEP CHARACTERIZATION REPORT
BUCK STEAM STATION
EMC SOC WQ S18-004
1555 DUKEVILLE ROAD
SALISBURY, NC 28146
JULY 2020
PREPARED FOR
(65 DUKE
lur ENERGY.
CAROLINAS
DUKE ENERGY CAROLINAS, LLC
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John Thao
Pr 'ect Scientist
Brian Wilker, NC LG #2546
Project Manager
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
EXECUTIVE SUMMARY
SynTerra has prepared this Seep Characterization Report pertaining to the Buck Steam
Station (Buck or Site) in Salisbury, North Carolina, to evaluate whether the historical
storage of coal ash has affected surface waters downgradient of the ash basin Cells 1-3.
This report was prepared on behalf of Duke Energy Carolinas, LLC (Duke Energy).
ES.1 Introduction
A Special Order by Consent (SOC) WQ S18-004, approved on July 12, 2018, addresses
management of seeps from coal ash basins at the Site during the process of basin
closure under the Coal Ash Management Act (CAMA), G.S. 130A-309.200 through
130A-309.231 and the federal Coal Combustion Residuals (CCR) Rule, 40 CFR Parts 257
and 261.
In addition to monitoring requirements, the SOC contains requirements for identifying
new seeps and documenting the physical characteristics of previously identified seeps.
Compliance requirements specified in the SOC include:
• Within 90 days after the completion of decanting, remaining seeps, if not
dispositioned in accordance with the SOC, will be characterized and Duke
Energy will be required to submit a Final Seep Report identifying new seeps
downgradient of the ash basins and detailing the physical characteristics of
previously documented seeps.
• Within 150 days after the completion of decanting, additional characterization of
seeps not dispositioned in the Final Seep Report will be necessary, and a
summary of findings (including sampling data and jurisdictional status)
provided within a Seep Characterization Report.
• Within 210 days after the completion of decanting, if deemed necessary, an
amendment to the groundwater Corrective Action Plan and/or Closure Plan
describing future seep management must be submitted.
Duke Energy provided a Notification of Decanting Completion letter to the North
Carolina Department of Environmental Quality (NCDEQ) Division of Water Resources
(DWR) on April 2, 2020, indicating decanting was completed on March 2, 2020. A
comprehensive survey was completed in April 2020 to identify new seeps and
document the physical characteristics of previously documented seeps. No new seeps
were identified during this inspection. The findings of the April 2020 comprehensive
survey are documented in the 2020 Final Seep Report (SynTerra, May 2020). The Final
Seep Report was submitted on May 27, 2020.
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Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
Observations duringthe April 2020 physical inspection were evaluated to determine
P P Y p
whether any remaining seeps are candidates for dispositioning in accordance with the
SOC.
Samples were collected in May 2020 from the remaining seeps, which had been
identified downgradient of the ash basins, to facilitate additional characterization of
those seeps. Seep samples were analyzed for constituents consistent with Attachment B
of the SOC. The sampling data were evaluated to determine whether constituents are
present in non-dispositioned seeps and whether seeps have the potential to be
considered for corrective action based on comparison to applicable North Carolina
Administrative Code (NCAC) Title 15A, Subchapter 2B Surface Water and Wetland
Standards (02B). In addition, a review and preliminary determination of the
jurisdictional status of those seeps is included in this report for further characterization.
ES.2 Key Findings
Key findings regarding the seep characterization presented in this report include:
• Nine seeps (S-02, S-03, S-06, S-07, S-09, S-10, S-12, S-13, and S-16) remain in
dispositioned status as determined by DWR at the time of the issuance of the
SOC.
• Pursuant to National Pollutant Discharge Elimination System (NPDES) permit
NC0004774, approved September 17, 2018 and effective November 1, 2018,
discharge flows from constructed seeps S-11 (Outfall 111) and S-17 (Outfall 117)
will be monitored per permit requirements.
• Six non-constructed seeps (S-01, S-04, S-05, S-08, S-14, and S-15) remain as non-
dispositioned. In accordance with the SOC, they are subject to being addressed in
an amendment to the Corrective Action Plan (CAP) and/or the Closure Plan.
o S-01 - Seep characterization sampling data indicated that Attachment B
constituent values were less than 02B standards.
o S-04-Seep characterization sampling data indicated that only the
hardness value was greater than 02B standards. However, data collected
at the instream monitoring location to evaluate potential impacts from S-
04 indicated 02B standards were being met.
o S-05 -Seep characterization sampling data indicated that only the
hardness value was greater than 02B standards. However, data collected
at the instream monitoring location to evaluate potential impacts from S-
05 indicated 02B standards were being met.
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Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
o S-08 - Seep characterization sampling data indicated that Attachment B
constituent values were less than 02B standards.
o S-14 and S-15 -Monitored via S-05. Seep characterization sampling data
indicated that only the hardness value was greater than 02B standards.
The data collected at the instream monitoring location to evaluate
potential impacts from S-05, S-14, and S-15 indicated 02B standards were
being met.
• With concurrence from the director of the DWR regarding compliance with 02B
standards pertaining to flows from all non-dispositioned seeps, no corrective
action may be necessary at the Site.
Page ES-3
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
TABLE OF CONTENTS
SECTION PAGE
EXECUTIVE SUMMARY 1
1.0 INTRODUCTION 1-1
1.1 Decanting Summary 1-2
1.2 Seep Characterization Evaluation 1-2
2.0 FINDINGS 2-1
2.1 Physical Inspection 2-1
2.1.1 Seep Status 2-1
2.2 Seep Sampling 2-2
2.2.1 Data Results 2-2
2.3 Jurisdictional Status of Seeps 2-2
2.4 Dispositional Status of Seeps 2-3
2.4.1 Dispositioned 2-3
2.4.2 Non-Dispositioned 2-4
2.4.3 Changes of Status 2-5
2.5 Decanting/Dewatering/Ash Basin(s) Status 2-5
2.6 Ash Basin Closure Status/Corrective Action Plan 2-5
3.0 SEEPS TO BE ADDRESSED 3-1
4.0 CONCLUSIONS 4-1
5.0 REFERENCES 5-1
LIST OF FIGURES
Figure 1 Seep Locations and Inspection Areas
LIST OF TABLES
Table 1 Seep Locations and Descriptions—April 2020 Inspection
Table 2 Seep Sampling Results—May 2020
LIST OF APPENDICES
Appendix A Photographs
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LIST OF ACRONYMS AND ABBREVIATIONS
02B North Carolina Administrative Code Title 15A, Subchapter 2B, Surface
Water and Wetland Standards
02L North Carolina Administrative Code Title 15A, Subchapter 2L,
Groundwater Classification and Standards
CAMA Coal Ash Management Act
CAP Corrective Action Plan
CCR coal combustion residuals
DWR Division of Water Resources
EMC Environmental Management Commission
USEPA United States Environmental Protection Agency
mg/L milligrams per liter
NAVD 88 North American Vertical Datum of 1988
NCDEQ North Carolina Department of Environmental Quality
NCAC North Carolina Administrative Code
NPDES National Pollutant Discharge Elimination System
Site Buck Steam Station
SOC Special Order by Consent
SOP standard operating procedure
USACE United States Army Corp of Engineers
WOS Waters of the State
WOTUS Waters of the United States
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1.0 INTRODUCTION
On April 6, 2020, Walter Gerald (NC L.G. #0446) of SynTerra conducted a
comprehensive survey of the Buck Steam Station (Buck or Site) for existing and
potential new seeps. After the seep inspection, SynTerra prepared a 2020 Final Seep
Report (SynTerra, May 2020) documenting the findings of the comprehensive survey as
required by the North Carolina Environmental Management Commission (EMC)
Special Order by Consent (SOC) WQ S18-004. This requirement can be found in the
Additional Compliance Measures (Section 2.c.4) of the SOC.
After the submittal of the Final Seep Report, the SOC requires the characterization of
seeps which, after the completion of decanting, have not been certified as dispositioned
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(Section 2.d). That section of the SOC describes requirements for seep characterization
as follows:
"Following completion of decanting, if any seeps (including both constructed and
non-constructed seeps) have not been certified by the Director of DWR as
dispositioned . . . Duke Energy shall conduct a characterization of those seeps.
Duke Energy shall submit a report on the findings of these characterizations
("Seep Characterization Report") to the Director of DWR within 150 days of
completion of decanting at each Facility (i.e., within 60 days of the submittal of
the Final Seep Report). The Seep Characterization Report must include all
sampling data for each remaining seep as well as Duke Energy's evaluation of the
jurisdictional status of all seeps at the relevant Facility. The determination
regarding whether a surface water feature is a classified water of the State rests
with DWR."
In May 2020, SynTerra collected samples for analysis from non-dispositioned seep
locations identified in the 2020 Final Seep Report (Table 1). Seep samples were analyzed
for constituents consistent with Attachment B of the SOC. Determination for sampling
and collection methods were in accordance with the Standard Operating Procedure
(SOP) for Seep Sampling employed by Duke Energy (Duke Energy, March 2016).
Several locations were not sampled due to dry or stagnant conditions, insufficient flow,
or other observed conditions that would preclude the ability to collect a valid,
representative sample as outlined in the March 2016 SOP for seep sampling. Sampling
was conducted to facilitate characterization of those seeps as required by the SOC
(Section 2.d). The May 2020 seep sampling results are provided in Table 2.
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This Seep Characterization Report documents the results of those findings and presents
a preliminary evaluation of the jurisdictional status of all remaining seeps at the Site.
1.1 Decanting Summary
Decanting (removal) of free water from the ash basins was initiated on February 07,
2019, with the redirection of wastewater inflows from the ash basins into a physical-
chemical treatment system designed to the meet the requirements of National Pollutant
Discharge Elimination System (NPDES) permit NC0004774. Duke Energy provided a
Notification of Decanting Completion letter to the North Carolina Department of
Environmental Quality (NCDEQ) Division of Water Resources (DWR) on April 2, 2020,
indicating the completion of decanting on March 2, 2020.
Decanting of ash basin Cell 1 has reduced flow in constructed seeps S-11 and S-17
downgradient of the basin. No significant reductions in flow were observed at the seeps
downgradient of ash basin Cells 2 and 3.
1.2 Seep Characterization Evaluation
The purpose of seep characterization is to evaluate whether the historical storage of coal
ash has affected surface waters downgradient of the ash basin Cells 1-3. This includes
evaluations of the physical status, chemical composition, and jurisdictional
determination of the seeps. The following methods were used in this evaluation:
Physical Inspection
SynTerra conducted a comprehensive survey on April 6, 2020, of areas downgradient of
the ash basins to identify new seeps and to document the physical characteristics of
previously documented seeps that have not been certified as dispositioned. This survey
included identifying the seeps by approximate latitude and longitude and taking date-
stamped digital photographs of the appearance of the seeps (Appendix A). The seeps
were evaluated based on appearance, current flow conditions, and comparison to
historical physical conditions. A summary of the findings of the survey are included in
the 2020 Final Seep Report (SynTerra, May 2020).
Chemical Composition
SynTerra collected samples for analysis from non-dispositioned seep locations in May
2020 for constituents listed in Attachment B of the SOC. Samples were not collected
from locations where there were dry or stagnant conditions, insufficient flow, or other
observed conditions that would preclude the ability to collect a valid, representative
sample as outlined in the SOP for Seep Sampling (Duke Energy, March 2016).
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Jurisdictional Determination
At the time of report issuance, the Waters of the United States (WOTUS) delineation at
the Site, submitted August 8, 2017, has not been approved by the U.S. Army Corps of
Engineers (USACE). SynTerra compared non-dispositioned seep locations to
preliminary wetland and stream boundaries (AMEC, 2015) to satisfy requirements
within the SOC. The final determination of jurisdictional status of a surface water
feature as a classified water of the State (WOS) or WOTUS rests with the DWR and
USACE.
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Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
2.0 FINDINGS
2.1 Physical Inspection
On April 6, 2020, Walter Gerald (NC L.G. #0446) of SynTerra conducted a
comprehensive survey of areas downgradient of the ash basins (Cells 1-3) identifying
new seeps and documenting the physical characteristics of previously identified seeps.
Inspection activities were performed in accordance with SOC requirements (Section
2.c.3). All locations documented as a seep at the time of the issuance of the SOC, as
listed in Table 1, were observed and documented with photographs during the
inspection (Appendix A).
The inspection included observations in the following areas (Figure 1):
• North and east of Ash Basin Cells 2 and 3, along the Yadkin River
• Along the tributary located east of Ash Basin Cells 2 and 3
• Along the tributary located west of Ash Basin Cell 1
• Between the Combined Cycle Station and Ash Basin Cell 1, along the dam
• Areas along and downgradient of the ash basin dams
2.1.1 Seep Status
Seep locations and inspection areas are shown on Figure 1. Observations noted
during the April 2020 inspection are summarized on Table 1.
A summary of the details of the physical seep inspection are as follows:
• New seeps downgradient of the ash basins were not observed during the
inspection.
• Previously unidentified or unreported pipes were not observed during
inspection.
• Flow was not observed within the riprap installed along the base of the
dam pertaining to ash basin Cells 2 and 3.
• Minimal flow was observed from the culvert at S-14, which is below the
toe of the dam pertaining to ash basin Cells 2 and 3. Downslope of the S-
15 seep location, the ground was saturated, but flow was not observed. At
the S-05 location, low flow was observed in the creek bed, which flows
into the cove area of the Yadkin River. These findings are consistent with
observations made during the 2019 annual seep inspection.
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2.2 Seep Sampling
On May 13, SynTerra collected samples for analysis from non-dispositioned seep
locations as identified in the 2020 Final Seep Report (Table 1), except for locations
where there were dry or stagnant conditions, insufficient flow, or other observed
conditions that would preclude the ability to collect a valid, representative sample as
outlined in the SOP for Seep Sampling (Duke Energy, March 2016). Samples were
collected in accordance with the March 2016 SOP. Seep sample locations are provided
on Figure 1.
Seep locations which were not sampled, along with observations that would preclude
the ability to collect a valid, representative sample, are provided below:
• S-11 —Stagnant conditions/No discernible flow, located inside a manhole
covering
• S-14—Insufficent flow and volume to collect a respresentative sample (< 1/4 inch
of depth over PVC pipe barrier)
• S-15 —Insufficent flow and volume to collect a respresentative sample (< 1/4 inch
of depth over PVC pipe barrier)
2.2.1 Data Results
Seep samples collected at the Site in May 2020 were analyzed for constituents
listed in Attachment B of the SOC. Data were collected in order to characterize
the potential for corrective action for seeps which were not certified as
dispositioned after the completion of decanting as described in SOC (Section
2.d). The analytical results for the seep samples collected at the Site in May 2020
are included in Table 2. Seep sample locations are provided on Figure 1.
2.3 Jurisdictional Status of Seeps
At the time of report issuance, the WOTUS delineation at the Site, submitted August 8,
2017, has not been approved by the USACE. SynTerra compared non-dispositioned
seep locations to preliminary wetland and stream boundaries to satisfy requirements
within the SOC (AMEC, 2015). Stream and wetland data derived from preliminary
jurisdictional determinations (JD) are included on Figure 1.
Based on this evaluation, non-dispositioned seeps presented in Table 1 (S-01, S-04, S-05,
S-08, S-11, S-14, S-15, and S-17) constitute, or flow to, WOS or WOTUS.
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2.4 Dispositional Status of Seeps
During the April 6, 2020 comprehensive survey, Mr. Gerald inspected each seep to
evaluate whether it met requirements to be dispositioned in accordance with the SOC
(Section 2.c.3). The requirements for dispositioning a seep are as follows:
For purposes of this Special Order, "dispositioned" includes the following: (1) the
seep is dry for at least three consecutive quarters; (2) the seep does not constitute,
and does not flow to, waters of the State or Waters of the United States for three
consecutive quarters; (3) the seep is no longer impacted by flow from any coal ash
basin as determined by the Director of DWR in accord with applicable law and
best professional judgment; or (4) the seep has been otherwise eliminated (e.g.,
through an engineering solution). If a seep that has been dispositioned through
drying up reappears in any subsequent survey, such a seep will no longer be
deemed dispositioned and can be subsequently re-dispositioned as specified above.
Non-constructed seeps described in paragraph 1(h) of this SOC cannot be
dispositioned through option (2) above.
A discussion of the dispositional status pertaining to each seep is provided in the
following sections.
2.4.1 Dispositioned
Seeps have not been certified as dispositioned since the SOC became effective on
July 12, 2018. However, several seeps were dispositioned prior to the effective
date, as noted in Attachment A of the SOC and on Table 1. These seeps are as
follows:
• S-02—Location previously investigated as a seep. Monitoring has not
indicated the presence of coal combustion residuals (CCRs).
• S-03 —Location previously investigated as a seep. Monitoring has not
indicated the presence of CCRs.
• S-06 —Location previously investigated as a seep. Monitoring has not
indicated the presence of CCRs.
• S-07—Location previously investigated as a seep. Monitoring has not
indicated the presence of CCRs.
• S-09 —Seep dispositioned via repair and/or non-flowing condition to
potentially reach WOTUS, or other, as noted. Sampling location;not a
seep.
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Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
• S-10—Location previously investigated as a seep. Monitoring has not
indicated the presence of CCRs.
• S-12-Seep dispositioned via repair and/or non-flowing condition to
potentially reach WOTUS, or other, as noted.
• S-13-Seep dispositioned via repair and/or non-flowing condition to
potentially reach WOTUS, or other, as noted.
• S-16-Seep dispositioned via repair and/or non-flowing condition to
potentially reach WOTUS, or other, as noted.
2.4.2 Non-Dispositioned
With the exception of the previously dispositioned seeps discussed in Section
2.4.1, remaining seeps listed on Table 1 are currently considered to be non-
dispositioned. These seeps include:
• S-01 -Seep to unnamed tributary (UT) that flows north to Yadkin River in
approximately 2-foot-wide channel. Located northeast of the ash basin
Cell 3, north of Leonard Road.
• S-04-Seep to approximately 2-foot-wide channel, located northeast of the
ash basin Cell 3, north of Leonard Road. Stream flows east to Yadkin
River.
• S-05 -Seep to small UT below stormwater culvert near toe of ash basin
dam. UT may receive flow from S-14 prior to reaching Yadkin River.
• S-08-Seep to approximately 1-foot-wide channel, located northwest of
the ash basin Cell 1, west of Dukeville Road. Flows northwest to Yadkin
River.
• S-11 -Seep discharge from terracotta pipe to riprap channel on north dike
wall of ash basin Cell 1. Flow conveyed to UT to the Yadkin River.
• S-14-Low flow seep near stormwater culvert just above S-05 location.
Flow is to UT to Yadkin River near S-05.
• S-15 -Low flow seep downgradient of S-05 location. Seep flows to
braided, small UT prior to entering Yadkin River.
• S-17-Filter blanket discharge from west dike wall of ash basin Cell 1.
Flow conveyed to UT to the Yadkin River.
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2.4.3 Changes of Status
An evaluation of seep physical characteristics over time indicate that the non-
dispositioned seeps documented in Table 1 are not considered eligible to be
dispositioned based on the SOC requirements for dispositioning a seep (Section
2.c.3). In the terms of the SOC, "dispositioned" includes the following:
(1) The seep is dry for at least three consecutive quarters.
(2) The seep does not constitute, and does not flow to, waters of the State or
WOTUS for three consecutive quarters. 1
(3) The seep is no longer impacted by any coal ash basin as determined by
the Director of DWR in accordance with applicable law and best
professional judgement.
(4) The seep has otherwise been eliminated (e.g. through an engineering
solution).
2.5 Decanting/Dewatering/Ash Basin(s) Status
Decanting (removal) of free water from the ash basins was initiated on February 7, 2019.
Duke Energy provided a Notification of Decanting Completion letter to the DWR on
April 2, 2020, indicating decanting was completed on March 2, 2020.
Dewatering of the ash basins is ongoing.
2.6 Ash Basin Closure Status/Corrective Action Plan
Closure plans for the ash basins were submitted to the DWR on December 11, 2019.
Revised closure plans for the ash basins, including excavation of the ash basins, were
submitted to the DWR on April 2, 2020, and are currently under evaluation.
1 Non-constructed seeps described in paragraph 1(h)of the SOC cannot be dispositioned through option(2)above.
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3.0 SEEPS TO BE ADDRESSED
Seeps were evaluated for disposition based on the physical status, chemical
composition, and jurisdictional determination as described in previous sections of this
report and listed in Section 2.4.3. Any seep (including constructed and non-constructed
seeps) which is not certified as dispositioned after decanting shall be characterized for
management in a manner that will be sufficient to protect public health, safety, welfare,
the environment and natural resources (SOC Section 2.d).
Although non-flowing conditions are often observed, six non-constructed seeps (S-01, S-
04, S-05, S-08, S-14, and S-15) remain in accordance with the recommendations for
dispositioning.
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4.0 CONCLUSIONS
In accordance with the requirements set forth in the SOC, SynTerra, on behalf of Duke
Energy, performed an evaluation of constructed and non-constructed seeps
downgradient of the ash basins at Buck. The purpose of this evaluation was to
determine seep status with regard to the preliminary JD and characterization of those
seeps not dispositioned after the decanting of the ash basins. This evaluation included:
• A comprehensive survey in April 2020 to identify new seeps downgradient of
the ash basins after decanting and to document the physical characteristics of
previously documented seeps.
• An evaluation of May 2020 seep sampling data to determine whether
constituents listed in Attachment B of the SOC are present in non-dispositioned
seeps that have the potential to be considered for corrective action based on
comparison to applicable 02B surface water standards.
• A review of preliminary jurisdictional stream and wetland determinations at the
Site.
Based on the findings from these evaluations, the following conclusions have been
developed:
• Nine seeps (S-02, S-03, S-06, S-07, S-09, S-10, S-12, S-13, and S-16) remain in
dispositioned status, as determined by DWR at the time of issuance of the SOC.
• Pursuant to National Pollutant Discharge Elimination System (NPDES) permit
NC0004774, approved September 17, 2018 and effective November 1, 2018,
discharge flows from constructed seeps S-11 (Outfall 111) and S-17 (Outfall 117)
will be monitored per permit requirements.
• Six non-constructed seeps (S-01, S-04, S-05, S-08, S-14, and S-15) remain as non-
dispositioned. In accordance with the SOC, they are subject to being addressed in
an amendment to the Corrective Action Plan (CAP) and/or the Closure Plan.
o S-01 - Seep characterization sampling data indicated that Attachment B
constituent values were less than 02B standards.
o S-04—Seepcharacterization sampling data indicated that onlythe
P g
hardness value was greater than 02B standards. However, data collected
at the instream monitoring location to evaluate potential impacts from S-
04 indicated 02B standards were being met.
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o S-05 -Seep characterization sampling data indicated that only the
hardness value was greater than 02B standards. However, data collected
at the instream monitoring location to evaluate potential impacts from S-
05 indicated 02B standards were being met.
o S-08 - Seep characterization sampling data indicated that Attachment B
constituent values were less than 02B standards.
o S-14 and S-15 -Monitored via S-05. Seep characterization sampling data
indicated that only the hardness value was greater than 02B standards.
The data collected at the instream monitoring location to evaluate
potential impacts from S-05, S-14, and S-15 indicated 02B standards were
being met.
• With concurrence from the director of the DWR regarding compliance with 02B
standards pertaining to flows from all non-dispositioned seeps, no corrective
action may be necessary at the Site.
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5.0 REFERENCES
AMEC (2015). Natural Resources Technical Report—Buck Steam Station. May 2015.
Duke Energy (2016). Standard Operating Procedure for Seep Sampling. March 2016.
North Carolina Department of Environmental Quality. (2018). Special Order by Consent
EMC SOC WQ S18-004. July 2018.
SynTerra (2020). 2020 Final Seep Report—Buck Steam Station. May 2020.
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FIGURES
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9 S 1...- '
\
UPSTREAM IN YADKIN RIVER PER SOC
* DOWNSTREAM IN YADKIN RIVER PER SOC
•'\ * INSTREAM MONITORING PER SOC
I NPDES CONSTRUCTED SEEP(APPROXIMATE)
i , _ ®O NON-CONSTRUCTED SEEP(APPROXIMATE)
DISPOSITIONED SEEP(APPROXIMATE)
i /' ASH BASIN WASTE BOUNDARY
DUKE ENERGY CAROLINAS PROPERTY LINE
1 r-- P STREAM(AMEC NRTR 2015)
--0.FLOW DIRECTION
•.r --�� WETLAND(AMEC NRTR 2015)
r - SPECIAL ORDER BY CONSENT(SOC)INSPECTION AREA
INOTES
—I • 1 I -, 1.SEEP LOCATIONS ARE DESCRIBED IN EMC SOC WO S1B-004
L---�' -• 2.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)LOCATIONS ARE
Imo•-- --.TFSCRIBED IN PERMIT NC0004])4.
I —. +AERIAL PHOTOGRAPHY OBTAINED FROM GOGGLE EARTH PRO ON MARCH 19,201a.
AERIAL WAS COLLECTED ON OCTOBER 25,2518.
1 NATURAL RESOURCES TECHNICAL REPORT(NRTR)PREPARED BY AMEC FOSTER
•— NH EELER INC.,MAY 29,2015.
WSP SURVEY CONDUCTED APRIL 17,2014.
ti.DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE
IL°ORDINATE SYSTEM FIPS 3200(NADB3)•
FIGURE 1
J LNERGY SEEP LOCATIONS AND INSPECTION AREAS
0.E 0e>0/202s SEEP CHARACTERIZATION REPORT
�� DRAWN UV
14O DATE'06/30,2020 BUCK STEAM STATION
c�nEO�.V o�:2.TTM� DATE 0w30/2020 SALISBURY,NORTH CAROLINA
DATE:OP/30/2020
synTerra Pa9,ER MANAGER'VI GEBwo
www.synterracorp.com
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
TABLES
TABLE 1
SEEP LOCATIONS AND DESCRIPTIONS-APRIL 2020 INSPECTION
SEEP CHARACTERIZATION REPORT
BUCK STEAM STATION
DUKE ENERGY CAROLINAS,LLC,SALISBURY,NC
Location Coordinates Receiving
Facility Sample ID Receiving Waterbody Description*** SOC Monitoring Interim Action Notes from 2020 Inspection
Latitude Longitude Waterbody Classification Levels
Seep to UT that flows north to Yadkin River in Monitoring at point
UT to Yadkin prior to any NA-28 Standards
Buck S-01 35.70914 -80.36044 River WS-V approximately 2 foot wide channel.Located tributary flow to Apply Water was observed to be clear and flowing.
northeast of the ash basin,north of Leonard Road. UT
Located northeast of the ash basin,north of
UT to Yadkin Leonard Road.Flows north to Yadkin River via NA-SeepNA-SeepSteady moderate flow within well defined tributary to
Buck S-02* 35.709414 -80.359441 WS-V Yadkin River.Water is clear.Minor amounts of algae on
River approximately 4.5 foot wide stream.From sampling Dispositioned Dispositioned creek bed.
-No CCR impacts.
Located northeast of the ash basin,north of
UT to Yadkin Leonard Road.Flows north to Yadkin River via NA-SeepNA-SeepSteady moderate flow within well defined tributary to
Buck S-03* 35.710382 -80.360097 WS-V Yadkin River.Water is clear.Location ID sign has been
River approximately 8.5 foot wide stream.From sampling Dispositioned Dispositioned broken off the post and needs to be replaced.
-No CCR impacts.
Seep to approximately 2 foot wide channel,located Monitoring at point Channel is saturated at the sign location.Flow infiltrates
Buck 5-04 35.711273 -80.360796 UT to Yadkin WS-V northeast of the ash basin,north of Leonard Road. prior to entering Hardness 200 mg/L underground and re-emerges twice along channel at
River Stream flows east to Yadkin River. Yadkin River Mercury 0.1 pg/L lower elevations before flowing overland towards Yadkin
River.
Seep to short UT below storm water culvert near Monitoring at Low flow in the creek bed to cove area of the Yadkin
UT to Yadkin established Duke pH 6-10 S.U.
Buck S-05 35.712239 -80.364595 River WS-V toe of ash basin dam.UT may receive flow from S- Energy S-05 Hardness 200 mg/L River.Minor iron(orange)staining on the creek bottom
14 prior to reaching Yadkin River. monitoring site substrate.
Approximately 4 foot wide stream located north of Steady moderate flow in creek at the ID sign location.
Buck 5-06* 35.711971 80.369032 UT to Yadkin WS-V ash basin,east of decommissioned Buck Steam NA-Seep NA-Seep Water is flowing clear.Minor biofilm downstream of ID '
River Station facility.Flows north toward Yadkin River. Dispositioned Dispositioned sign.Minor orange iron staining on substrate upstream of
From sampling-No CCR impacts. the sign.
Approximately 3.5 foot wide stream,located
* UT to Yadkin northwest of the ash basin,west of Dukeville Road. NA-Seep NA-Seep Very low flow observed discharging from culvert.Some
Buck 5-07 35.708704 -80.378637 WS-V
River Flows northwest to Yadkin River.From sampling- Dispositioned Dispositioned clear standing water within the riprap substrate.
No CCR impacts.
Seep to approximately 1 foot wide channel,located Monitoring at Low flow within the tributary stream leading to the Yadkin
UT to Yadkin established Duke River.Water is clear.No discharge from the holding pond
Buck S-08 35.708212 -80.378345 River WS-V northwest of the ash basin,west of Dukeville Road. Energy S-08 Hardness 200 mg/L culvert emerging from beneath Dukeville Road where it
Flows northwest to Yadkin River. monitoringsite.
joins the tributary stream.
Moderate flow with much orange biofilm and iron staining
Buck S-09** 35.705502 -80.375677 UT to Yadkin WS-V Sampling Location;not a seep NA-Seep NA-Seep on the creek substrate.Relatively wide,shallow channel
River Dispositioned Dispositioned at the culvert from beneath Dukeville Rd.Location also
receives runoff from S-17 area.
UT to Yadkin Approximately 2 foot wide stream,located west of Moderate flow from berm along Dukeville Rd.and the
Buck S-10* 35.702188 -80.376455 WS-V the ash basin,west of Dukeville Road.Flow is to NA-Seep NA-Seep Beneficiation Plant.Clear water,some biofilm growth in
River Yadkin River.From sampling No CCR impacts. Dispositioned Dispositioned
P g P back/stagnant waters.
Page 1 of 2
TABLE 1
SEEP LOCATIONS AND DESCRIPTIONS-APRIL 2020 INSPECTION
SEEP CHARACTERIZATION REPORT
BUCK STEAM STATION
DUKE ENERGY CAROLINAS,LLC,SALISBURY,NC
Location Coordinates Receiving
Facility Sample ID Receiving Waterbody Description*** SOC Monitoring Interim Action Notes from 2020 Inspection
Latitude Longitude Waterbody Classification Levels
Seepdischarge from terracotta pipe to riprapped NA-Monitoring
g p p p pped See Page 4 of Buck Water level in manhole was at the culvert inverts.No
Buck S-11 35.707126 -80.374034 UT to Yadkin WS-V channel on north dike wall of ash basin.Flow Established per SOC Document observed flow.Water is relatively clear,with a slight
River conveyed to UT to the Yadkin River. Terms of NPDES Attachment A orange tint.
Permit
Buck 5-12** 35.707429 80.373661 UT to Yadkin WS-V Channeled seep through a terracotta pipe.Pipe has NA-Seep NA-Seep Seep eliminated via engineering controls.Area inspected,
River been plugged;discharge eliminated. Dispositioned Dispositioned but seep no longer exists.No issues noted.
Minimal AOW with no flow.Identified as a damp
UT to Yadkin area near pumphouse;no sufficient flow to NA-SeepNA-SeepSoils were moist at the ID sign and became saturated
Buck S-13** 35.711931 -80.364056 WS-V approximately 25 ft southeast of the sign.No overland
River perform sampling.Any flow would move to Dispositioned Dispositioned flow observed.
adjacent storm drain.
Low flow seep near storm water culvert just above Monitoring at
UT to Yadkin established Duke Trickle of flow from the culvert.Minor amounts of orange
Buck S-14 35.712171 -80.364817 River WS-V S-05 location.Any flow will move to UT to Yadkin Energy S-OS See S-05 bacteria/floc/iron-oxidation on rip-rap substrate.
River near S-05. monitoring site
Low flow seep downgradient of S-05 location.Seep Monitoring at
UT to Yadkin established Duke Saturated ground but no visible flow. Some orange
Buck S-15 35.7123 -80.3644 River WS-V flows to braided,short reach UT prior to entering Energy S-05 See S-05 biogrowth and floc on saturated substrate.
Yadkin River.
monitoring site
Static area of wetness along west dike wall of ash
** UT to Yadkin basin.Flow would drain toward S-09 sampling site. NA-Seep NA-Seep Seep eliminated via engineering controls.Area inspected,
Buck S-16 35.7044 -80.3746 River WS-V Location has been repaired based on no area of Dispositioned Dispositioned but seep no longer exists.
wetness.
NA-Monitoring See Page 4 of Buck
UT to Yadkin Filter blanket discharge from west dike wall of ash Established per No flow at culvert beneath Dukeville Rd.Some residual
Buck S-17 35.7058 -80.3753 River WS-V basin.Flow conveyed to UT to the Yadkin River. Terms of NPDES SOC Document iron staining on riprap.
Permit Attachment A
Prepared by:WCG Checked by:]VT
*-Location previously Investigated as a seep.Monitoring has not Indicated the presence of coal combustion residuals.
**-Seep dispositioned via repair and/or non-flowing condition to potentially reach Waters of the U.S.,or other,as noted.
***-Some descriptions have been updated from the original text found in the SOC Attachment A table for accuracy and currency.
yg/L-micrograms per liter
28-15A NCAC 02L.0202 Standard
CCR-Coal Combustion Residuals
mg/L-milligrams per liter
NA-Not Applicable
NPDES-National Pollutant Discharge Elimination System
S.U.-Standard Units
SOC-Special Order by Consent
UT-Unnamed Tributary
Page 2 of 2
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TABLE 2
SEEP SAMPLING RESULTS-MAY 2020
SEEP CHARACTERIZATION REPORT
BUCK STEAM STATION
DUKE ENERGY CAROLINAS,LLC,SALISBURY,NC
ANALYTICAL RESULTS(TOTAL CONCISTEATto5) ANALYTICAL RESULTS(DISSOLVED CONCENTRATION)
Total Total AnaMNa Parameter L..e gnesivm Mercury 9,01. sNDrit a Oile: 6.kanium Nate TSaWuns 'weed d nK CMmiWn ChrwnWm Copper leM xkkel zinc
e grae Se • Salida (0.653) (0.e.0) (0A ) (.95u1 (0.43u) (0.45u) (0.4591
Reporting Units u9/L m9/L u0/L u9/L mp-NIL lss9/L W/L /L WCL m9/L 1 RN/ 9/L u0/L
W/L u9/L W/L W/L u9/L
15A NCAC 02S(Clue Cr WLV) n - 250 x 500 NET O ,Amminilit36
Awdeta0 LOotlen W,<h R.epect to mpu mpMD
Leo..ID Loot*Oaglpllen YY Sreundw M•r flow ire<tis n Mee LMRYN L prtude Colln�sn .p An•Miol 3.•u0•
Downstream Yadkin Denmm<am Yadkin River --- --- Water 35.71390000 -80.34723600 05/13/2020 0.39 2.15 0.00125 <1 1.1 NA <I 4.3 <0.2 80 NA <5 <I <0.1 <1 <1 <0.2 <1 <5
Instreem 5-01 S-06 Ash Basin --- Water --- --- 05/13/2020 0.968 1.5 0.0018e <1 0.16 NA <l 4.6 <0.2 22 NA <5 1.69 <0.1 <1 <1 <0.2 <1 <5
Instream 5-055-115-15 --- Ash Basin --- Water --- ... 05/13/2020 1.75 3.01 0.00305 1.25 0.1 NA Cl S.9 <0.2 TT NA <5 2.01 <0.1 <1 <1 <0.2 <1 <5
5-01 E of Call 3 Secondary AB Ash Basin --- Water 35.70914000 -80.36044001 05/13/2010 0.443 6.93 0.00103 <I 0.11 <5 Cl 19 <0.2 145 9.6 <5 Cl <0.1 <1 <l <0.1 <1 <5
S-04 NE Of Cell 3 Secondary Al Ash Be. --- Water 35.71127300 -80.36039601 05/13/1020 0.289 13.5 0.00547 1.84 0.03 <5 <1 50 <0.2 294 21 <5 <1 40.1 <l <1 <0.1 2.57 <5
f
S-05 N of CNI 2 Primary Al,at toe of dam Ash Basin --- Water 35.71213900 -80.36459501 05/13/1020 0.1 14.5 0.00118 1.15 0.19 <S <1 67 <0.2 203 11 <S <1 <0.1 <I <1 <0.2 Cl <5
S-08 W of Comte.CY.plant,W Of Dutrville Rd A01 Basin --- Weer 35.70021200 -80.37834501 05/13/2020 <0.2 10.1 0.00145 1.8 0.13 <5 <I 71 <0.1 190 9.5 15.1 <1 <0.1 <1 <I <0.2 1.68 9.65
-
5-12 Toed Cell 1 Primary AS Sam,upgredient d 5-09 Ash Basin -- Weber 35.70390000 -80.37530001 05/13/1020 0-01 16.e B2 0.00124 9.04 0.4 <5 <I ea <0.1 252 le <5 <1 <0.1 <I 1.31 <0.2 6.26 <5
upstream vadSn Upstream US.Alves -- --- Water 35.71743000 -80.38702E00 05/13/1020 0.4 1.1 0.00124 <1 1.1 NA <1 4.2 <0.2 l NI NA <5 Cl <0.1 <I Cl <0.2 <1 <5
QC SAMPLE RESULTS ANALYTICAL RESULTS(TOTAL CONCENTRATION) ANALYTICAL RESULTS(DISSOLVED CONCENTRATION)
Ng Field Blank Feld BISnk --- --- Water --- --- 05/13/2010 NA SO <0.0005 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Filter Blank Filter Wank ... ... Water --- .-. 05/13/2010 NA NA NA NA NA NA NA NA NA NA NA NA <1 <0.1 <1 <1 <0.2 <1 <5
mg Trip Blank Trip Blank -- --- Water --- --- 05/13/2010 NA NA <0.0005 NA NA NA NA NA NA NA Na NA NA NA NA NA NA NA NA
9 Cop Upstream Yadkin Upstream Yadk,,River .-. --- Water 35.71743000 80.38/02800 05/13/1020 NA NA 000143 NA NA NC NA NA NA NA NA NA NA NA NA NA NA NA NA
Pr e:a ed., E3W Checked bv.1Y
DRIW
® -Bold highlighted mnceocauon indicates the result is greater Man the current respective standard or criteria 115A NUC 028(Ciass C,WS-3),SIDES permit va.el
All M1ar0ness-Dependent dissolved metal standards in this table assume 5 25 mg/L in-stream hardness.
<-concentrabon not detected at Or above the adjusted reporting limit.
Deg C•Degrees Celsius
GPM-gallon•per minute
map.-milligrams per liter
m9-N/L-Milligram nitrogen per liter
mV-mllllvotts
N available or Not Applicable
F�Not established
measured
NTUS-Nephel5meblc Tut-Licata Units
S.U.•mnmm Units
owl.-micrograms Per We,
umhes/cn-incr..os Per a,roment<r
r
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
APPENDIX A
PHOTOGRAPHS
r
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
r.
137°SE (T) 35°42'32"N, 80°21'37"W ±16ft ♦ 674ft
gam
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y
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S-01 Non-Constructed Seep—View facing southeast
Page 1 of 18
r
Seep Characterization Report July 2020
Buck Steam Station-Duke EnergyCarolinas,LLC SynTerra ynTerra
0 216°SW (T) * 35°42'33"N, 80°21'34"W ±16ft ♦ 693ft
•; • da{ • s.. _ ate•. ,1t �' '-*• 1' �!4 ,,r.,. - *..c
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- Dispositioned Seep—View facing southwest
Page 2 of 18
r
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
0102°E (T) OO 35°42'37"N, 80°21'36"W ±16ft ♦ 650ft
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IS-03 Dispositioned Seep—View facing east
Page 3 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
11
fl
1 A 265°W (T) O 35°42'40"N, 80°21'38"W ±16ft ♦ 661ft
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' `
S 04 Non-Constructed Seep—View facing west
Page 4 of 18
f
July 2020
Seep Characterization Report
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
Y
i
0 21°N (T) OO 35110 °42'44"N , ofr , .• ,. •,. „!.,..,,,,,
, 80°21'52"W ±16ft A 638ft
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j '.'4' - ;41• ' ►r � O pr2020. 10:43:17
S-05 Non-Constructed Seep—View facing north
Page 5 of 18
r
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
0 291°W (T) OO 35°42'43"N, 80°22'9"W ±16ft A 679ft
} t' l'I� ` } k t'4.4 A F '-(:. .silt.* ,--
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S-06 Dispositioned Seep—View facing west
Page 6 of 18
r
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
0 274°W (T)f*O 35°42'31"N, 80°22'43"W ±16ft ♦ 629ft
.` -- A 4 A`�r'�' r;>. .., -ic,'.' '' Kit ,,..., s,�-
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S-07 Dispositioned Seep—View facing west
Page 7 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
0 240°SW (T) L 35°42'29"N, 80°22141"W ±16ft ♦ 615ft
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Page 8 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
li
.C) 213°SW (T) • 35°42'19"N,+, ,80°22'32"W ±16ft ♦ 681ft
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1'ag( ,)of I
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
0 218°SW (T) 0O 35°42'7"N, 80°22'34"W ±16ft ♦ 673ft
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S-10 Dispositioned Seep-View facing southwest
Page 10 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
0 279°W
(T) *--- 35°42'25"N, 80°2226"W ±16ft ♦ 692ftfilli. • f
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S-11 NPDES Constructed Seep(Photo 1 of 2)-View facing west
Page 11 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
040' lit
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Page 12 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
111 NW N
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Page 13 of 18
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Seep Characterization Report July 2020
Buck Steam Station-Duke EnergyCarolinas,LLC S Terra
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S-13 Dispositioned Seep-View facing south
Page 14 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
c' 310°NW (T) 35°42'43"N, 80°21'53"W ±16ft ♦ 687ft
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S-14 Non-Constructed Seep—View facing northwest
Page 15 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas, LLC SynTerra
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Page 16 of 18
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Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
NW N NE
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S-16 Dispositioned Seep-View facing north
Page 17 of 18
Seep Characterization Report July 2020
Buck Steam Station-Duke Energy Carolinas,LLC SynTerra
,m
0258°W (T) '• 35°42'20"N, 80°22'30"W ±16ft ♦ 626ft
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Page 18 of 18