NC0021407_Fact Sheet_20201217

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Fact Sheet
NPDES Permit No. NC0021407

Permit Writer/Email Contact Nick Coco, [e-mail]:
Date: August 27, 2020
Division/Branch: NC Division of Water Resources/NPDES Complex Permitting
Fact Sheet Template: Version 09Jan2017

Permitting Action:
☒ Renewal
☐ Renewal with Expansion
☐ New Discharge
☐ Modification (Fact Sheet should be tailored to mod request)

Note: A complete application should include the following:
• For New Dischargers, EPA Form 2A or 2D requirements, Engineering Alternatives Analysis, Fee
• For Existing Dischargers (POTW), EPA Form 2A, 3 effluent pollutant scans, 4 2nd species WET
tests.
• For Existing Dischargers (Non-POTW), EPA Form 2C with correct analytical requirements based
on industry category.

Complete applicable sections below. If not applicable, enter NA.

1. Basic Facility Information
Facility Information
Applicant/Facility Name: Town of Highlands/ Highlands Wastewater Treatment Plant (WWTP)
Applicant Address: PO Box 460, Highlands, NC 28741
Facility Address: 1184 Arnold Rd, Highlands, NC 28741
Permitted Flow: 1.5 MGD
Facility Type/Waste: MAJOR Municipal; 100% domestic
Facility Class: Grade III Biological Water Pollution Control System
Treatment Units: Influent screen, dual sequencing batch reactor tanks, blowers with fine
bubble diffusers, sludge digesting system, post-EQ basin, UV
disinfection, tertiary filtration, ultrasonic flow meter, 355 GPM dual-
pump lift station
Pretreatment Program (Y/N) N
County: Macon
Region Asheville

Briefly describe the proposed permitting action and facility background: The Town of Highlands has
applied for an NPDES permit renewal at 1.5 MGD for the Highlands WWTP. This facility serves a
population of 941 residents. Treated domestic wastewater is discharged into Cullasaja River, a class B;Tr
water in the Little Tennessee River Basin. The facility has a primary Outfall 001.

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2. Receiving Waterbody Information:
Receiving Waterbody Information
Outfalls/Receiving Stream(s): Outfall 001 – Cullasaja River
Stream Index: 2-21-(5.5)
Stream Classification: B;Trout
Drainage Area (mi2): 14.4
Summer 7Q10 (cfs) 7.2
Winter 7Q10 (cfs): 7.45
30Q2 (cfs): 14
Average Flow (cfs): 50
IWC (% effluent): 24
303(d) listed/parameter: No
Subject to TMDL/parameter: Yes- State wide Mercury TMDL implementation.
Subbasin/HUC: 04-04-01/06010202
USGS Topo Quad: G6SW Highlands, NC

3. Effluent Data Summary
Effluent data for Outfall 001 is summarized below for the period of July 2016 through July 2020.
Table 1. Effluent Data Summary Outfall 001
Parameter Units Average Max Min Permit
Limit
Flow MGD 0.23 1.324 0.06 MA 1.5
BOD mg/l 3.4 21.1 2 WA 45.0
MA 30.0
TSS mg/l 8.6 29.2 5 WA 45.0
MA 30.0
NH3N
(Winter) mg/l 0.6 4 0.1 WA 20.7
MA 6.9
NH3N
(Summer) mg/l 0.4 6.7 0.1 WA 10.2
MA 3.4
DO mg/l 8.0 13.8 5 DA ≥ 5 mg/l
Fecal coliform #/100 ml (geomean)
4.5 1200 3
(geometric)
WA 400
MA 200
Temperature ° C 16.5 25.6 4.3
pH SU 7 7.97 6 6.0 ≤ pH ≤
9.0
Total Cyanide ug/l 8.4 28 5
Total Zinc ug/l 99.2 250 11
Total Copper ug/l 6 14.6 2
Total Mercury ng/l 5.6 21.2 0.841
TN mg/l 6.6 27 0.52
TP mg/l 1.4 3.3 0.47
MA-Monthly Average, WA-Weekly Average, DM-Daily Maximum, DA-Daily Average, QA-
Quarterly Average, AA-Annual Average
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Note: Total Copper data reported from 9/22/2016 through 6/21/2018 were omitted
from the effluent summary table due to their method sensitivity being too high. The
Town began using sufficiently sensitive test methods on 9/20/2018. All values
reported from 9/22/2016 through 6/21/2018 were reported as non-detect at less than
500 ug/L and less than 50 ug/L.

4. Instream Data Summary
Instream monitoring may be required in certain situations, for example: 1) to verify model predictions
when model results for instream DO are within 1 mg/l of instream standard at full permitted flow; 2) to
verify model predictions for outfall diffuser; 3) to provide data for future TMDL; 4) based on other
instream concerns. Instream monitoring may be conducted by the Permittee, and there are also
Monitoring Coalitions established in several basins that conduct instream sampling for the Permittee (in
which case instream monitoring is waived in the permit as long as coalition membership is maintained).
If applicable, summarize any instream data and what instream monitoring will be proposed for this
permit action: The current permit requires instream monitoring for dissolved oxygen, temperature, and
fecal coliform upstream of the of the outfall but below the dam and downstream at the nearest accessible
site below the outfall. Data was observed from July 2016 to July 2020. The data has been summarized in
Table 2 below.
Table 2. Instream Monitoring Data Summary
Parameter Units Upstream Downstream
Average Max Min Average Max Min
Fecal
Coliform #/100 ml (geomean)
14.1 1200 2 (geomean)
14.9 1200 3
DO mg/l 8.7 13.5 4.8 8.7 13.7 5.4
Temperature ° C 14.6 24.2 2.7 14.6 24.2 2.7

Students t-tests were run at a 95% confidence interval to analyze relationships between instream
samples. A statistically significant difference is determined when the t-test p-value result is < 0.05
Downstream temperature was greater than 20 degrees Celsius [per 15A NCAC 02B .0211 (18) – Trout
waters] on 60 occasions during the period reviewed. Upon further analysis, this was found to be
completely consistent with upstream excursions above 20 degrees Celsius. The temperature differential
exceeded 0.5 degrees Celsius on five occasions between upstream and downstream samples during the
period reviewed. It was concluded that no statistically significant difference exists between upstream and
downstream temperature.
Daily average downstream DO was greater than 6 mg/L [per 15A NCAC 02B .0211 (6)] during the period
reviewed. Downstream DO did not drop below 4 mg/L during the period reviewed. It was concluded that
no statistically significant difference exists between upstream and downstream DO.
The geometric mean for fecal coliform did not exceed 200/100mL upstream or downstream of the facility
[per 15A NCAC 02B .0219 (3)(b)] during the period reviewed. Fecal coliform was reported at levels
greater than 400/100ml in fewer than 20% of samples taken upstream and downstream during the period
reviewed. It was concluded that no statistically significant difference exists between upstream and
downstream fecal coliform.
The facility is graded as Class III. 15A NCAC 02B .0508 identifies that upstream and downstream
monitoring in water quality limited waters is to be conducted three times per week during June, July,
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August and September, and once per week during the rest of the year for Class III biological water
pollution control systems discharging under SIC 4952. The permit has been revised to reflect this.
Is this facility a member of a Monitoring Coalition with waived instream monitoring (Y/N): N
Name of Monitoring Coalition: NA

5. Compliance Summary
Summarize the compliance record with permit effluent limits (past 5 years): The facility reported no limit
violations during the period reviewed.
Summarize the compliance record with aquatic toxicity test limits and any second species test results
(past 5 years): The facility passed 18 of 18 quarterly chronic toxicity tests as well as 4 of 4 second species
toxicity tests from March 2016 to June 2020.
Summarize the results from the most recent compliance inspection: The last facility inspection conducted
in March 2019 reported that the facility was compliant.

6. Water Quality-Based Effluent Limitations (WQBELs)
Dilution and Mixing Zones
In accordance with 15A NCAC 2B.0206, the following streamflows are used for dilution considerations
for development of WQBELs: 1Q10 streamflow (acute Aquatic Life); 7Q10 streamflow (chronic Aquatic
Life; non-carcinogen HH); 30Q2 streamflow (aesthetics); annual average flow (carcinogen, HH).
If applicable, describe any other dilution factors considered (e.g., based on CORMIX model results): NA
If applicable, describe any mixing zones established in accordance with 15A NCAC 2B.0204(b): NA

Oxygen-Consuming Waste Limitations
Limitations for oxygen-consuming waste (e.g., BOD) are generally based on water quality modeling to
ensure protection of the instream dissolved oxygen (DO) water quality standard. Secondary TBEL limits
(e.g., BOD= 30 mg/l for Municipals) may be appropriate if deemed more stringent based on dilution and
model results.
If permit limits are more stringent than TBELs, describe how limits were developed: The existing
limitations for BOD5 are secondary treatment standards based on 40 CFR 133.102. These limits were
confirmed in a 2014 Level B model. No changes are proposed.

Ammonia and Total Residual Chlorine Limitations
Limitations for ammonia are based on protection of aquatic life utilizing an ammonia chronic criterion of
1.0 mg/l (summer) and 1.8 mg/l (winter). Acute ammonia limits are derived from chronic criteria,
utilizing a multiplication factor of 3 for Municipals and a multiplication factor of 5 for Non-Municipals.
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Limitations for Total Residual Chlorine (TRC) are based on the NC water quality standard for protection
of aquatic life (17 ug/l) and capped at 28 ug/l (acute impacts). Due to analytical issues, all TRC values
reported below 50 ug/l are considered compliant with their permit limit.
Describe any proposed changes to ammonia and/or TRC limits for this permit renewal: TRC limits were
removed from the permit in 2008 when the Town began implementing UV disinfection. No changes are
proposed.
The current ammonia permit limits were set based on IWC-based concentrations in the 2004 renewal
based on the expansion of the facility to 1.5 MGD. The ammonia limits were confirmed in a 2014 level B
model and have been reviewed in the attached WLA. No changes are proposed.
Reasonable Potential Analysis (RPA) for Toxicants
If applicable, conduct RPA analysis and complete information below.
The need for toxicant limits is based upon a demonstration of reasonable potential to exceed water quality
standards, a statistical evaluation that is conducted during every permit renewal utilizing the most recent
effluent data for each outfall. The RPA is conducted in accordance with 40 CFR 122.44 (d) (i). The NC
RPA procedure utilizes the following: 1) 95% Confidence Level/95% Probability; 2) assumption of zero
background; 3) use of ½ detection limit for “less than” values; and 4) streamflows used for dilution
consideration based on 15A NCAC 2B.0206. Effective April 6, 2016, NC began implementation of
dissolved metals criteria in the RPA process in accordance with guidance titled NPDES Implementation of
Instream Dissolved Metals Standards, dated June 10, 2016.
A reasonable potential analysis was conducted on effluent toxicant data collected between August 2016
through August 2019. Pollutants of concern included toxicants with positive detections and associated
water quality standards/criteria. Based on this analysis, the following permitting actions are proposed for
this permit:
• Effluent Limit with Monitoring. The following parameters will receive a water quality-based
effluent limit (WQBEL) since they demonstrated a reasonable potential to exceed applicable
water quality standards/criteria: Total Cyanide
• Monitoring Only. The following parameters will receive a monitor-only requirement since they
did not demonstrate reasonable potential to exceed applicable water quality standards/criteria,
but the maximum predicted concentration was >50% of the allowable concentration: Total
Copper, Total Zinc
• No Limit or Monitoring: The following parameters will not receive a limit or monitoring, since
they did not demonstrate reasonable potential to exceed applicable water quality
standards/criteria and the maximum predicted concentration was <50% of the allowable
concentration: NA
• POTW Effluent Pollutant Scan Review: Three effluent pollutant scans were evaluated for
additional pollutants of concern. (PPAs from 2017, 2018 and 2019)
o The following parameter(s) will receive a water quality-based effluent limit (WQBEL)
with monitoring, since as part of a limited data set, two samples exceeded the allowable
discharge concentration: N/A
o The following parameter(s) will receive a monitor-only requirement, since as part of a
limited data set, one sample exceeded the allowable discharge concentration: Bis (2-
ethylhexyl) phthalate
o The following parameters will not receive a limit or monitoring, since they did not
demonstrate reasonable potential to exceed applicable water quality standards/criteria and
the maximum predicted concentration was <50% of the allowable concentration: Total
Arsenic, Total Phenolic Compounds, Beryllium, Total Cadmium, Total Chromium, Total
Lead, Total Nickel, Total Selenium, Total Silver, Total Molybdenum
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Note: Total Copper data reported from 9/22/2016 through 6/21/2018 were omitted from the RPA analysis
due to their method sensitivity being too high. The Town began using sufficiently sensitive test methods
on 9/20/2018. All values reported from 9/22/2016 through 6/21/2018 were reported as non -detect at less
than 500 ug/L and less than 50 ug/L.
The Town of Highlands reported Total Silver at less than detection, with a detection level < 5 µg/L in
their effluent pollutant scans. The Town’s chronic allowable discharge concentration is 0.246 µg/L for
Total Silver. DWR’s laboratory identifies the target Practical Quantification Limits (PQL) as 1.0 µg/L for
Total Silver. 15A NCAC 2B .0505 (e) (4) requires that all test procedures must produce detection and
reporting levels that are below the permit discharge requirements. If no approved methods are capable of
achieving a detection level below the permit discharge requirement (or allowable concentration) the
method with the lowest detection level must be used. The Town shall test for Total Silver down to a PQL
below the allowable discharge concentration. While no monitoring requirement has been added to the
permit for Total Silver at this time, the Division can add a limit or add limits during the next renewal if
this regulation is not satisfied.
If applicable, attach a spreadsheet of the RPA results as well as a copy of the Dissolved Metals
Implementation Fact Sheet for freshwater/saltwater to this Fact Sheet. Include a printout of the RPA
Dissolved to Total Metal Calculator sheet if this is a Municipality with a Pretreatment Program.
Toxicity Testing Limitations
Permit limits and monitoring requirements for Whole Effluent Toxicity (WET) have been established in
accordance with Division guidance (per WET Memo, 8/2/1999). Per WET guidance, all NPDES permits
issued to Major facilities or any facility discharging “complex” wastewater (contains anything other than
domestic waste) will contain appropriate WET limits and monitoring requirements, with several
exceptions. The State has received prior EPA approval to use an Alternative WET Test Procedure in
NPDES permits, using single concentration screening tests, with multiple dilution follow-up upon a test
failure.
Describe proposed toxicity test requirement: The permit requires quarterly chronic toxicity testing at
24% effluent concentration. No changes are proposed.

Mercury Statewide TMDL Evaluation
There is a statewide TMDL for mercury approved by EPA in 2012. The TMDL target was to comply
with EPA’s mercury fish tissue criteria (0.3 mg/kg) for human health protection. The TMDL established a
wasteload allocation for point sources of 37 kg/year (81 lb/year), and is applicable to municipals and
industrial facilities with known mercury discharges. Given the small contribution of mercury from point
sources (~2% of total load), the TMDL emphasizes mercury minimization plans (MMPs) for point source
control. Municipal facilities > 2 MGD and discharging quantifiable levels of mercury (>1 ng/l) will
receive an MMP requirement. Industrials are evaluated on a case-by-case basis, depending if mercury is a
pollutant of concern. Effluent limits may also be added if annual average effluent concentrations exceed
the WQBEL value (based on the NC WQS of 12 ng/l) and/or if any individual value exceeds a TBEL
value of 47 ng/l.
Table 3. Mercury Effluent Data Summary (1.5 MGD)
2016 2017 2018 2019 2020
# of Samples 2 4 4 4 2
Annual Average Conc. ng/L 3.2 11.3 5.1 2.91 3.36
Maximum Conc., ng/L 3.97 21.2 14.9 4.85 4.09
TBEL, ng/L 47
WQBEL, ng/L 49.2
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Describe proposed permit actions based on mercury evaluation: Since no annual average mercury
concentration exceeded the WQBEL, and no individual mercury sample exceeded the TBEL, no mercury
limit is required. Since the facility is < 2.0 MGD, a mercury minimization plan (MMP) is not required.

Other TMDL/Nutrient Management Strategy Considerations
If applicable, describe any other TMDLs/Nutrient Management Strategies and their implementation
within this permit: NA

7. Technology-Based Effluent Limitations (TBELs)
Municipals (if not applicable, delete and skip to Industrials)
Are concentration limits in the permit at least as stringent as secondary treatment requirements (30 mg/l
BOD5/TSS for Monthly Average, and 45 mg/l for BOD5/TSS for Weekly Average). YES
If NO, provide a justification for alternative limitations (e.g., waste stabilization pond). NA
Are 85% removal requirements for BOD5/TSS included in the permit? YES
If NO, provide a justification (e.g., waste stabilization pond). NA

8. Antidegradation Review (New/Expanding Discharge):
The objective of an antidegradation review is to ensure that a new or increased pollutant loading will not
degrade water quality. Permitting actions for new or expanding discharges require an antidegradation
review in accordance with 15A NCAC 2B.0201. Each applicant for a new/expanding NPDES permit
must document an effort to consider non-discharge alternatives per 15A NCAC 2H.0105( c)(2). In all
cases, existing instream water uses and the level of water quality necessary to protect the existing use is
maintained and protected.
If applicable, describe the results of the antidegradation review, including the Engineering Alternatives
Analysis (EAA) and any water quality modeling results: NA

9. Antibacksliding Review:
Sections 402(o)(2) and 303(d)(4) of the CWA and federal regulations at 40 CFR 122.44(l) prohibit
backsliding of effluent limitations in NPDES permits. These provisions require effluent limitations in a
reissued permit to be as stringent as those in the previous permit, with some exceptions where limitations
may be relaxed (e.g., based on new information, increases in production may warrant less stringent TBEL
limits, or WQBELs may be less stringent based on updated RPA or dilution).
Are any effluent limitations less stringent than previous permit (YES/NO): NO
If YES, confirm that antibacksliding provisions are not violated: NA

10. Monitoring Requirements
Monitoring frequencies for NPDES permitting are established in accordance with the following
regulations and guidance: 1) State Regulation for Surface Water Monitoring, 15A NCAC 2B.0500; 2)
NPDES Guidance, Monitoring Frequency for Toxic Substances (7/15/2010 Memo); 3) NPDES Guidance,
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Reduced Monitoring Frequencies for Facilities with Superior Compliance (10/22/2012 Memo); 4) Best
Professional Judgement (BPJ). Per US EPA (Interim Guidance, 1996), monitoring requirements are not
considered effluent limitations under Section 402(o) of the Clean Water Act, and therefore anti-
backsliding prohibitions would not be triggered by reductions in monitoring frequencies.
For instream monitoring, refer to Section 4.

11. Electronic Reporting Requirements
The US EPA NPDES Electronic Reporting Rule was finalized on December 21, 2015. Effective
December 21, 2016, NPDES regulated facilities are required to submit Discharge Monitoring Reports
(DMRs) electronically. While NPDES regulated facilities would initially be required to submit additional
NPDES reports electronically effective December 21, 2020, EPA extended this deadline from December
21, 2020, to December 21, 2025. The current compliance date, effective January 4, 2021, was extended as
a final regulation change published in the November 2, 2020 Federal Register This permit contains the
requirements for electronic reporting, consistent with Federal requirements.

12.Summary of Proposed Permitting Actions:
Table 4. Current Permit Conditions and Proposed Changes 1.5 MGD
Parameter Current Permit Proposed Change Basis for Condition/Change
Flow MA 1.5 MGD No change 15A NCAC 2B .0505
BOD5 MA 30.0 mg/l
WA 45.0 mg/l
No change TBEL. Secondary treatment
standards/40 CFR 133 / 15A
NCAC 2B .0406
NH3-N
(summer)
MA 6.9 mg/L
WA 20.7 mg/L
No change WQBEL. 2020 WLA review. 15A
NCAC 2B
NH3-N
(winter)
MA 3.4 mg/L
WA 10.2 mg/L
No change WQBEL. 2020 WLA review. 15A
NCAC 2B
TSS MA 30 mg/l
WA 45 mg/l
No change TBEL. Secondary treatment
standards/40 CFR 133 / 15A
NCAC 2B .0406
Fecal coliform MA 200 /100ml
WA 400 /100ml
No change WQBEL. State WQ standard, 15A
NCAC 2B
DO DA ≥ 5 mg/l No change WQBEL. State WQ standard, 15A
NCAC 2B .0200
Temperature Monitor and
Report 3/week
No change Surface Water Monitoring, 15A
NCAC 2B. 0500
pH 6 – 9 SU No change WQBEL. State WQ standard, 15A
NCAC 2B
Total Nitrogen

Monitor and
Report Quarterly
No change

Surface Water Monitoring, 15A
NCAC 2B. 0500
Total Phosphorous Monitor and
Report Quarterly
No change Surface Water Monitoring, 15A
NCAC 2B. 0500
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Total Copper Monitor and
Report Quarterly
No change

Based on results of Reasonable
Potential Analysis (RPA); No RP ,
Predicted Max ≥ 50% of
Allowable Cw - apply Quarterly
Monitoring. State WQS 15A
NCAC 2B
Total Zinc Monitor and
Report Quarterly
No change Based on results of Reasonable
Potential Analysis (RPA); No RP ,
Predicted Max ≥ 50% of
Allowable Cw - apply Quarterly
Monitoring. State WQS 15A
NCAC 2B
Total Mercury Monitor and
Report Quarterly
Remove monitoring
requirement
WQBEL. Consistent with 2012
Statewide Mercury TMDL
Implementation
Total Cyanide Monitor and
Report Quarterly
MA 20.5 ug/L
WA 78.7 ug/L
Monitor and Report
Monthly
WQBEL. Based on results of
Reasonable Potential Analysis
(RPA); RP shown - apply Monthly
Monitoring with Limit. State WQS
15A NCAC 2B
Bis (2-ethylhexyl)
phthalate
No requirement Monitor and Report
Quarterly
Based on results of Reasonable
Potential Analysis (RPA); RP for
Limited Dataset (n<8 samples)
with < 2 samples greater than
allowable discharge concentration-
apply Quarterly Monitoring. EPA
Nationally Recommended Water
Quality Criteria
Total Hardness No requirement Quarterly monitoring
Upstream and in
Effluent
Hardness-dependent dissolved
metals water quality standards
approved in 2016
Chronic Toxicity Chronic limit,
24% effluent
No change WQBEL. No toxics in toxic
amounts. 15A NCAC 2B
Instream monitoring Monitor and
Report Once/Week
Monitor and Report
3/Week during June,
July, August and
September, and
Once/Week during the
remainder of the year
Surface Water Monitoring: 15A
NCAC 02B .0508
Effluent Pollutant Scan Three times per
permit cycle
No change; conducted
2022, 2023, 2024
40 CFR 122
Electronic Reporting Electronic
Reporting Special
Condition
No change In accordance with EPA Electronic
Reporting Rule 2015.
MGD – Million gallons per day, MA - Monthly Average, WA – Weekly Average, DM – Daily Max, QA
– Quarterly Average, DA – Daily Average, AA – Annual Average

13. Public Notice Schedule:

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Permit to Public Notice: October 1, 2020

Per 15A NCAC 2H .0109 & .0111, The Division will receive comments for a period of 30 days following
the publication date of the public notice. Any request for a public hearing shall be submitted to the
Director within the 30 days comment period indicating the interest of the party filing such request and the
reasons why a hearing is warranted.

14. Fact Sheet Addendum (if applicable):
The draft permit was submitted to the Town of Highlands, EPA Region IV, the Asheville Regional
Office, and the Division’s Operator Certification Program and Aquatic Toxicology Branch. The Aquatic
Toxicology Branch submitted a comment to correct the mailing address specified in Special Condition
A.(2.). No comments were received from any of the other parties.

Were there any changes made since the Draft Permit was public noticed (Yes/No): YES
If Yes, list changes and their basis below:
• A notation was made concerning the Electronic Reporting Rule – Phase 2 Extension. extended
the Phase 2 deadline from December 21, 2020, to December 21, 2025, effective January 4, 2021.
The current compliance date has been extended to reflect this change.
• The expiration date has been extended from 2024 to 2025 to more closely fit a five-year permit
term.
• The Effluent Pollutant Scan sampling years have been adjusted to 2022, 2023 and 2024 to better
fit the extended permit term [See A. (3.)].
• The DWR Aquatic Toxicology Branch mailing address has been corrected [See A.(2.)].

15. Fact Sheet Attachments (if applicable):
• RPA Spreadsheet Summary
• BOD and TSS Removal
• Dissolved Metals Implementation/Freshwater
• Waste Load Allocation Spreadsheet
• Mercury TMDL Spreadsheet
• Limit Violations Summary
• Toxicity Summary
• PERCs Summary
• Instream Monitoring Summary
Invoice / Affidavit
The Highlander
Post Office Box 249
Highlands, NC 28741
STATE OF NORTH CAROLINA
COUNTY OF MACON
AFFIDAVIT OF PUBLICATION
Personally appeared before the undersigned, Rachel Hoskins, who having been
duly sworn on oath that she is Regional Publisher of The Highlander, and the
following legal advertisement was published in The Highlander newspaper, and
entered as second class mail in the Town of Highlands in said county and state;
and that she is authorized to make this affidavit and sworn statement; that the
notice or other legal advertisement, a true copy of which is attached hereto,
was published in The Highlander newspaper on the following dates:
NOTICE OF INTENT TO ISSUE
10/01/2020
And that the said newspaper in which such notice, paper, document or legal
advertisement was published, was at the time of each and every such
publication, a newspaper meeting all the requirements and qualifications of
Section I-597 of the General Statues of North Carolina and was a qualified
newspaper within the meaning of the Section I-597 of the General Statues of
North Carolina.
Signat'Gre of person making aff'--vit
Sworn to and subscribed before me this 1st day of October, 2020.
a-t /_
Notary Public 3ud7 A4tn 1-)h.it,
My Commission Expires:Oaz/
Total Cost of Advertisement: $45.53
Filed With: NCDENR-DIVISION OF WATER RESOURCES
Address: 1617 MAIL SERVICE CENTER RALEIGH NC 27699-1617
Notice of Intent to Issue a
NPDES Wastewater Permit
NC0021407 Highlands WWTP
The North Carolina
Environmental Management
Commission proposes to issue a
NPDES wastewater discharge
permit to the person(s) listed
below. Written comments
regarding the proposed permit
will be accepted until 30 days
after the publish date of this
notice. The Director of the NC
Division of Water Resources
(DWR) may hold a public hearing
should there be a significant
degree of public interest. Please
mail comments and/or
information requests to DWR at
the above address. Interested
persons may visit the DWR at
512 N. Salisbury Street, Raleigh,
NC to review information on file.
Additional information on NPDES
permits and this notice may be
found on our website:
http://deq.nc.gov/about/divisions/
water-resources/water- resou rces-
permits/wastewater-
branch/n pdes-wastewater/pu blic-
notices,or by calling (919) 707-
3601. The Town of Highlands
has requested renewal of permit
NC0021407 for its Highlands
Wastewater Treatment Plant in
Macon County; this permitted
discharge is treated domestic
wastewater to the Cullasaja
River, in the Little Tennessee
River Basin.
#600790, 10/1
JUDY ANN WHITE
NOTARY PUBLIC
MACON COUNTY, NC
My Commission Expires 9-5-2024

REQUIRED DATA ENTRY
Name WQS Type Chronic Modifier Acute PQL Units
Facility Name Highlands WWTP Par01 Arsenic Aquactic Life C 150 FW 340 ug/L
WWTP/WTP Class III Par02 Arsenic Human Health
Water Supply C 10 HH/WS N/A ug/L
NPDES Permit NC0021407 Par03 Beryllium Aquatic Life NC 6.5 FW 65 ug/L
Outfall 001 Par04 Cadmium Trout NC 0.5899 TR 2.0145 ug/L
Flow, Qw (MGD)1.500 Par05 Chlorides Aquatic Life NC 230 FW mg/L
Receiving Stream Cullasaja River Par06 Chlorinated Phenolic Compounds Water Supply NC 1 A ug/L
HUC Number 06010202 Par07 Total Phenolic Compounds Aquatic Life NC 300 A ug/L
Stream Class Par08 Chromium III Aquatic Life NC 117.7325 FW 905.0818 ug/L
Par09 Chromium VI Aquatic Life NC 11 FW 16 µg/L
7Q10s (cfs)7.200 Par10 Chromium, Total Aquatic Life NC N/A FW N/A µg/L
7Q10w (cfs)7.45 Par11 Copper Aquatic Life NC 7.8806 FW 10.4720 ug/L
30Q2 (cfs)14.00 Par12 Cyanide Aquatic Life NC 5 FW 22 10 ug/L
QA (cfs)50.00 Par13 Fluoride Aquatic Life NC 1,800 FW ug/L
1Q10s (cfs)5.99 Par14 Lead Aquatic Life NC 2.9416 FW 75.4871 ug/L
Effluent Hardness 25 mg/L (Avg)Par15 Mercury Aquatic Life NC 12 FW 0.5 ng/L
Upstream Hardness 25 mg/L (Avg)Par16 Molybdenum Human Health NC 2000 HH ug/L
Combined Hardness Chronic 25 mg/L Par17 Nickel Aquatic Life NC 37.2313 FW 335.2087 µg/L
Combined Hardness Acute 25 mg/L Par18 Nickel Water Supply NC 25.0000 WS N/A µg/L
Data Source(s)Par19 Selenium Aquatic Life NC 5 FW 56 ug/L
Par20 Silver Aquatic Life NC 0.06 FW 0.2964 ug/L
Par21 Zinc Aquatic Life NC 126.7335 FW 125.7052 ug/L
Par22 Bis (2-ethylhexyl) phthalate Human Health C 0.37 HH µg/L
Par23
Par24
Follow directions for data entry. In some cases a
comment menu list the available choices or a
dropdown menu will provide a list you may select
from. Error message occur if data entry does not
meet input criteria.
To appy a Model IWC %: Once the
"Flow, Qw (MGD)" and and the
"CHRONIC DILUTION FACTOR =
" values are entered, the 7Q10s
(cfs) flow is calculated and
displayed. Enter the calculated
"7Q10s (cfs)" flow value in Table 1.
Table 1. Project Information Table 2. Parameters of Concern
Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators
MAXIMUM DATA POINTS = 58
B;Tr
CHECK IF HQW OR ORW WQS
CHECK TO APPLY MODEL
Apply WS Hardness WQC
21407 RPA, input
9/21/2020
REASONABLE POTENTIAL ANALYSIS
H1 H2
Effluent Hardness Upstream Hardness
Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results
1 DEFAULT 25 25 Std Dev.N/A 1 DEFAULT 25 25 Std Dev.N/A
2 Mean 25.0000 2 Mean 25.0000
3 C.V.0.0000 3 C.V.0.0000
4 n 1 4 n 1
5 10th Per value 25.00 mg/L 5 10th Per value 25.00 mg/L
6 Average Value =25.00 mg/L 6 Average Value =25.00 mg/L
7 Max. Value 25.00 mg/L 7 Max. Value 25.00 mg/L
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30
31 31
32 32
33 33
34 34
35 35
36 36
37 37
38 38
39 39
40 40
41 41
42 42
43 43
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
56 56
57 57
58 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
- 1 -
21407 RPA, data
9/8/2020
REASONABLE POTENTIAL ANALYSIS
Par01 & Par02
Arsenic
Date Data BDL=1/2DL Results
1 6/9/2017 <10 5 Std Dev.0.0000
2 9/11/2018 <10 5 Mean 5.0000
3 3/12/2019 <10 5 C.V. (default)0.6000
4 n 3
5
6 Mult Factor =3.00
7 Max. Value 5.0 ug/L
8 Max. Pred Cw 15.0 ug/L
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
- 2 -
21407 RPA, data
9/8/2020
REASONABLE POTENTIAL ANALYSIS
Par03 Par04
Beryllium Cadmium
Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results
1 6/9/2017 <1 0.5 Std Dev.0.0000 1 6/9/2017 <1 0.5 Std Dev.0.0000
2 9/11/2018 <1 0.5 Mean 0.5000 2 9/11/2018 <1 0.5 Mean 0.5000
3 3/12/2019 <1 0.5 C.V. (default)0.6000 3 3/12/2019 <1 0.5 C.V. (default)0.6000
4 n 3 4 n 3
5 5
6 Mult Factor =3.00 6 Mult Factor =3.00
7 Max. Value 0.50 ug/L 7 Max. Value 0.500 ug/L
8 Max. Pred Cw 1.50 ug/L 8 Max. Pred Cw 1.500 ug/L
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30
31 31
32 32
33 33
34 34
35 35
36 36
37 37
38 38
39 39
40 40
41 41
42 42
43 43
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
56 56
57 57
58 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
- 3 -
21407 RPA, data
9/8/2020
REASONABLE POTENTIAL ANALYSIS
Par07 Par10
Total Phenolic Compounds Chromium, Total
Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results
1 6/9/2017 8 8 Std Dev.3.1754 1 6/9/2017 <5 2.5 Std Dev.2.0207
2 9/11/2018 <5 2.5 Mean 4.3333 2 9/11/2018 <5 2.5 Mean 3.6667
3 3/12/2019 <5 2.5 C.V. (default)0.6000 3 3/12/2019 6 6 C.V. (default)0.6000
4 n 3 4 n 3
5 5
6 Mult Factor =3.00 6 Mult Factor =3.00
7 Max. Value 8.0 ug/L 7 Max. Value 6.0 µg/L
8 Max. Pred Cw 24.0 ug/L 8 Max. Pred Cw 18.0 µg/L
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30
31 31
32 32
33 33
34 34
35 35
36 36
37 37
38 38
39 39
40 40
41 41
42 42
43 43
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
56 56
57 57
58 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
- 4 -
21407 RPA, data
9/8/2020
REASONABLE POTENTIAL ANALYSIS
Pa11 Par12
Copper Cyanide
Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results
1 6/9/2017 7 7 Std Dev.3.9093 1 9/22/2016 <8 5 Std Dev.5.2766
2 9/11/2018 8 8 Mean 6.0500 2 12/15/2016 <8 5 Mean 6.21
3 9/20/2018 5.4 5.4 C.V.0.6462 3 3/23/2017 <8 5 C.V.0.8496
4 12/20/2018 14.6 14.6 n 10 4 6/22/2017 28 28 n 19
5 3/12/2019 8 8 5 9/21/2017 <8 5
6 6/4/2019 <3 1.5 Mult Factor =1.80 6 12/14/2017 <8 5 Mult Factor =1.55
7 9/10/2019 4 4 Max. Value 14.60 ug/L 7 3/15/2018 <8 5 Max. Value 28.0 ug/L
8 12/10/2019 7 7 Max. Pred Cw 26.28 ug/L 8 6/21/2018 <8 5 Max. Pred Cw 43.4 ug/L
9 3/3/2020 4 4 9 9/20/2018 8.3 5
10 6/9/2020 <2 1 10 12/20/2018 8.4 5
11 11 3/12/2019 <5 5
12 12 6/4/2019 <5 5
13 13 9/10/2019 <5 5
14 14 12/10/2019 <5 5
15 15 3/3/2020 <5 5
16 16 6/9/2020 8 5
17 17 6/9/2017 <5 5
18 18 9/11/2018 <5 5
19 19 3/12/2019 <5 5
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30
31 31
32 32
33 33
34 34
35 35
36 36
37 37
38 38
39 39
40 40
41 41
42 42
43 43
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
56 56
57 57
58 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
- 5 -
21407 RPA, data
9/8/2020
REASONABLE POTENTIAL ANALYSIS
Par14 Par16
Lead Molybdenum
Date BDL=1/2DL Results Date Data BDL=1/2DL Results
1 6/9/2017 <5 2.5 Std Dev.0.0000 1 6/9/2017 <10 5 Std Dev.0.0000
2 9/11/2018 <5 2.5 Mean 2.5000 2 9/11/2018 <10 5 Mean 5.0000
3 3/12/2019 <5 2.5 C.V. (default)0.6000 3 3/12/2019 <10 5 C.V. (default)0.6000
4 n 3 4 n 3
5 5
6 Mult Factor =3.00 6 Mult Factor =3.00
7 Max. Value 2.500 ug/L 7 Max. Value 5.0 ug/L
8 Max. Pred Cw 7.500 ug/L 8 Max. Pred Cw 15.0 ug/L
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30
31 31
32 32
33 33
34 34
35 35
36 36
37 37
38 38
39 39
40 40
41 41
42 42
43 43
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
56 56
57 57
58 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
- 6 -
21407 RPA, data
9/8/2020
REASONABLE POTENTIAL ANALYSIS
Par17 & Par18 Par19
Nickel Selenium
Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results
1 6/9/2017 <10 5 Std Dev.0.0000 1 6/9/2017 <10 5 Std Dev.0.0000
2 9/11/2018 <10 5 Mean 5.0000 2 9/11/2018 <10 5 Mean 5.0000
3 3/12/2019 <10 5 C.V. (default)0.6000 3 3/12/2019 <10 5 C.V. (default)0.6000
4 n 3 4 n 3
5 5
6 Mult Factor =3.00 6 Mult Factor =3.00
7 Max. Value 5.0 µg/L 7 Max. Value 5.0 ug/L
8 Max. Pred Cw 15.0 µg/L 8 Max. Pred Cw 15.0 ug/L
9 9
10 10
11 11
12 12
13 13
14 14
15 15
16 16
17 17
18 18
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30
31 31
32 32
33 33
34 34
35 35
36 36
37 37
38 38
39 39
40 40
41 41
42 42
43 43
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
56 56
57 57
58 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
Use "PASTE
SPECIAL-Values"
then "COPY" .
Maximum data
points = 58
- 7 -
21407 RPA, data
9/8/2020
REASONABLE POTENTIAL ANALYSIS
Par20 Par21
Silver Zinc
Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results
1 6/9/2017 <5 2.5 Std Dev.0.0000 1 9/22/2016 103 103 Std Dev.60.6955
2 9/11/2018 <5 2.5 Mean 2.5000 2 12/15/2016 11 11 Mean 98.6000
3 3/12/2019 <5 2.5 C.V. (default)0.6000 3 3/23/2017 180 180 C.V.0.6156
4 n 3 4 6/22/2017 100 100 n 18
5 5 9/21/2017 50 50
6 Mult Factor =3.00 6 12/14/2017 250 250 Mult Factor =1.42
7 Max. Value 2.500 ug/L 7 3/15/2018 190 190 Max. Value 250.0 ug/L
8 Max. Pred Cw 7.500 ug/L 8 6/21/2018 60 60 Max. Pred Cw 355.0 ug/L
9 9 9/20/2018 76.8 76.8
10 10 12/20/2018 167 167
11 11 3/12/2019 53 53
12 12 6/4/2019 55 55
13 13 9/10/2019 90 90
14 14 12/10/2019 88 88
15 15 3/3/2020 53 53
16 16 6/9/2020 61 61
17 17 6/9/2017 106 106
18 18 9/11/2018 81 81
19 19
20 20
21 21
22 22
23 23
24 24
25 25
26 26
27 27
28 28
29 29
30 30
31 31
32 32
33 33
34 34
35 35
36 36
37 37
38 38
39 39
40 40
41 41
42 42
43 43
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
56 56
57 57
58 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
- 8 -
21407 RPA, data
9/8/2020
REASONABLE POTENTIAL ANALYSIS
Par22
Bis (2-ethylhexyl) phthalate
Date Data BDL=1/2DL Results
1 6/9/2017 <5 2.5 Std Dev.5.8312
2 9/11/2018 <5 2.5 Mean 5.8667
3 3/12/2019 12.6 12.6 C.V. (default)0.6000
4 n 3
5
6 Mult Factor =3.00
7 Max. Value 12.600000 µg/L
8 Max. Pred Cw 37.800000 µg/L
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
Use "PASTE SPECIAL-
Values" then "COPY"
. Maximum data
points = 58
- 9 -
21407 RPA, data
9/8/2020
Highlands WWTP ≥Outfall 001
NC0021407 Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators Qw = 1.5 MGD
MAXIMUM DATA POINTS = 58
Qw (MGD) = 1.5000 WWTP/WTP Class:III COMBINED HARDNESS (mg/L)
1Q10S (cfs) = 5.99 IWC% @ 1Q10S = 27.96151533 Acute = 25 mg/L
7Q10S (cfs) = 7.20 IWC% @ 7Q10S = 24.40944882 Chronic = 25 mg/L
7Q10W (cfs) = 7.45 IWC% @ 7Q10W = 23.78516624
30Q2 (cfs) = 14.00 IWC% @ 30Q2 = 14.24196018
Avg. Stream Flow, QA (cfs) = 50.00 IW%C @ QA = 4.443382704
Receiving Stream:Stream Class:B;Tr
PARAMETER RECOMMENDED ACTION
Chronic Applied
Standard Acute n # Det.Max Pred Cw
Acute (FW):1,216.0
Arsenic C 150 FW(7Q10s)340 ug/L
3 0 15.0 Chronic (FW):614.5
C.V. (default)Max MDL = 10
Arsenic C 10 HH/WS(Qavg)ug/L Note: n ≤ 9 NO DETECTS Chronic (HH):225.1
Limited data set Max MDL = 10
Acute:232.46
Beryllium NC 6.5 FW(7Q10s)65 ug/L 3 0 1.50
Note: n ≤ 9 C.V. (default)Chronic:26.63
Limited data set NO DETECTS Max MDL = 1
Acute:7.204
Cadmium NC 0.5899 TR(7Q10s)2.0145 ug/L 3 0 1.500
Note: n ≤ 9 C.V. (default)Chronic:2.417
Limited data set NO DETECTS Max MDL = 1
Acute:NO WQS
Total Phenolic Compounds NC 300 A(30Q2)ug/L 3 1 24.0
Note: n ≤ 9 C.V. (default)Chronic:2,106.5
Limited data set No value > Allowable Cw
Acute:3,236.9
Chromium III NC 117.7325 FW(7Q10s)905.0818 µg/L 0 0 N/A
Chronic:482.3
Acute:57.2
Chromium VI NC 11 FW(7Q10s)16 µg/L 0 0 N/A
Chronic:45.1
Tot Cr value(s) ≥ 5 but < Cr VI Allowable Cw
Chromium, Total NC µg/L 3 1 18.0
Note: n ≤ 9 C.V. (default)
Limited data set
Acute:37.45
Copper NC 7.8806 FW(7Q10s)10.4720 ug/L 10 8 26.28
Chronic:32.29
No value > Allowable Cw
Acute:78.7
Cyanide NC 5 FW(7Q10s)22 10 ug/L 19 4 43.4
Chronic:20.5
1 value(s) > Allowable Cw
Max reported value = 6
No RP , Predicted Max ≥ 50% of Allowable Cw -
apply Quarterly Monitoring
a: No monitoring required if all Total Chromium
samples are < 5 µg/L or Pred. max for Total Cr is <
allowable Cw for Cr VI.
RP shown - apply Monthly Monitoring with Limit
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring required
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring required
All values reported non-detect < 1 ug/L - No
monitoring required.
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring requiredPQLUNITSTYPE
Allowable Cw
REASONABLE POTENTIAL RESULTSNC STANDARDS OR EPA CRITERIA
Cullasaja River HUC 06010202
Page 1 of 2
21407 RPA, rpa
9/21/2020
Highlands WWTP ≥Outfall 001
NC0021407 Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators Qw = 1.5 MGD
Acute:269.968
Lead NC 2.9416 FW(7Q10s)75.4871 ug/L 3 0 7.500
Note: n ≤ 9 C.V. (default)Chronic:12.051
Limited data set NO DETECTS Max MDL = 5
Acute (FW):1,198.8
Nickel NC 37.2313 FW(7Q10s)335.2087 µg/L
3 0 15.0 Chronic (FW):152.5
Note: n ≤ 9 C.V. (default)Max MDL = 10
Nickel NC 25.0000 WS(7Q10s)µg/L Limited data set NO DETECTS Chronic (WS):102.4
Max MDL = 10
Acute:200.3
Selenium NC 5 FW(7Q10s)56 ug/L 3 0 15.0
Note: n ≤ 9 C.V. (default)Chronic:20.5
Limited data set NO DETECTS Max MDL = 10
Acute:1.060
Silver NC 0.06 FW(7Q10s)0.2964 ug/L 3 0 7.500
Note: n ≤ 9 C.V. (default)Chronic:0.246
Limited data set NO DETECTS Max MDL = 5
Acute:449.6
Zinc NC 126.7335 FW(7Q10s)125.7052 ug/L 18 18 355.0
Chronic:519.2
No value > Allowable Cw
Acute:NO WQS
Bis (2-ethylhexyl) phthalate C 0.37 HH(Qavg)µg/L 3 1 37.80000
Note: n ≤ 9 C.V. (default)Chronic:8.327
Limited data set 1 value(s) > Allowable Cw
RP for Limited Dataset (n<8 samples) - apply
Quarterly Monitoring
No RP , Predicted Max ≥ 50% of Allowable Cw -
apply Quarterly Monitoring
All values reported non-detect < 5 ug/L - No
monitoring required. Permittee shall report to PQL of
1 ug/L.
All values reported non-detect < 10 ug/L - No
monitoring required
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring required
All values reported < 5 ug/L - No monitoring required
Page 2 of 2
21407 RPA, rpa
9/21/2020
Permit No. NC0021407
Page 1 of 4

NPDES Implementation of Instream Dissolved Metals Standards – Freshwater Standards
The NC 2007-2015 Water Quality Standard (WQS) Triennial Review was approved by the NC
Environmental Management Commission (EMC) on November 13, 2014. The US EPA subsequently
approved the WQS revisions on April 6, 2016, with some exceptions. Therefore, metal limits in draft
permits out to public notice after April 6, 2016 must be calculated to protect the new standards - as
approved.
Table 1. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection
Parameter Acute FW, µg/l
(Dissolved)
Chronic FW, µg/l
(Dissolved)
Acute SW, µg/l
(Dissolved)
Chronic SW, µg/l
(Dissolved)

Arsenic 340 150 69 36
Beryllium 65 6.5 --- ---
Cadmium Calculation Calculation 40 8.8
Chromium III Calculation Calculation --- ---
Chromium VI 16 11 1100 50
Copper Calculation Calculation 4.8 3.1
Lead Calculation Calculation 210 8.1
Nickel Calculation Calculation 74 8.2
Silver Calculation 0.06 1.9 0.1
Zinc Calculation Calculation 90 81

Table 1 Notes:
1. FW= Freshwater, SW= Saltwater
2. Calculation = Hardness dependent standard
3. Only the aquatic life standards listed above are expressed in dissolved form. Aquatic life
standards for Mercury and selenium are still expressed as Total Recoverable Metals due to
bioaccumulative concerns (as are all human health standards for all metals). It is still necessary
to evaluate total recoverable aquatic life and human health standards listed in 15A NCAC
2B.0200 (e.g., arsenic at 10 µg/l for human health protection; cyanide at 5 µg/L and fluoride at
1.8 mg/L for aquatic life protection).

Table 2. Dissolved Freshwater Standards for Hardness-Dependent Metals
The Water Effects Ratio (WER) is equal to one unless determined otherwise under 15A
NCAC 02B .0211 Subparagraph (11)(d)

Metal NC Dissolved Standard, µg/l
Cadmium, Acute WER*{1.136672-[ln hardness](0.041838)} ∙ e^{0.9151 [ln hardness]-3.1485}
Cadmium, Acute Trout waters WER*{1.136672-[ln hardness](0.041838)} ∙ e^{0.9151[ln hardness]-3.6236}
Cadmium, Chronic WER*{1.101672-[ln hardness](0.041838)} ∙ e^{0.7998[ln hardness]-4.4451}
Chromium III, Acute WER*0.316 ∙ e^{0.8190[ln hardness]+3.7256}
Chromium III, Chronic WER*0.860 ∙ e^{0.8190[ln hardness]+0.6848}
Copper, Acute WER*0.960 ∙ e^{0.9422[ln hardness]-1.700}
Copper, Chronic WER*0.960 ∙ e^{0.8545[ln hardness]-1.702}
Lead, Acute WER*{1.46203-[ln hardness](0.145712)} ∙ e^{1.273[ln hardness]-1.460}
Lead, Chronic WER*{1.46203-[ln hardness](0.145712)} ∙ e^{1.273[ln hardness]-4.705}
Nickel, Acute WER*0.998 ∙ e^{0.8460[ln hardness]+2.255}
Nickel, Chronic WER*0.997 ∙ e^{0.8460[ln hardness]+0.0584}
Permit No. NC0021407
Page 2 of 4

Silver, Acute WER*0.85 ∙ e^{1.72[ln hardness]-6.59}
Silver, Chronic Not applicable
Zinc, Acute WER*0.978 ∙ e^{0.8473[ln hardness]+0.884}
Zinc, Chronic WER*0.986 ∙ e^{0.8473[ln hardness]+0.884}

General Information on the Reasonable Potential Analysis (RPA)
The RPA process itself did not change as the result of the new metals standards. However, application of
the dissolved and hardness-dependent standards requires additional consideration in order to establish the
numeric standard for each metal of concern of each individual discharge.
The hardness-based standards require some knowledge of the effluent and instream (upstream) hardness
and so must be calculated case-by-case for each discharge.
Metals limits must be expressed as ‘total recoverable’ metals in accordance with 40 CFR 122.45(c). The
discharge-specific standards must be converted to the equivalent total values for use in the RPA
calculations. We will generally rely on default translator values developed for each metal (more on that
below), but it is also possible to consider case-specific translators developed in accordance with
established methodology.

RPA Permitting Guidance/WQBELs for Hardness-Dependent Metals - Freshwater
The RPA is designed to predict the maximum likely effluent concentrations for each metal of concern,
based on recent effluent data, and calculate the allowable effluent concentrations, based on applicable
standards and the critical low-flow values for the receiving stream.
If the maximum predicted value is greater than the maximum allowed value (chronic or acute), the
discharge has reasonable potential to exceed the standard, which warrants a permit limit in most cases. If
monitoring for a particular pollutant indicates that the pollutant is not present (i.e. consistently below
detection level), then the Division may remove the monitoring requirement in the reissued permit.
1. To perform a RPA on the Freshwater hardness-dependent metals the Permit Writer compiles the
following information:
• Critical low flow of the receiving stream, 7Q10 (the spreadsheet automatically calculates
the 1Q10 using the formula 1Q10 = 0.843 (s7Q10, cfs) 0.993
• Effluent hardness and upstream hardness, site-specific data is preferred
• Permitted flow
• Receiving stream classification

2. In order to establish the numeric standard for each hardness-dependent metal of concern and for
each individual discharge, the Permit Writer must first determine what effluent and instream
(upstream) hardness values to use in the equations.

The permit writer reviews DMR’s, Effluent Pollutant Scans, and Toxicity Test results for any
hardness data and contacts the Permittee to see if any additional data is available for instream
hardness values, upstream of the discharge.

If no hardness data is available, the permit writer may choose to do an initial evaluation using a
default hardness of 25 mg/L (CaCO3 or (Ca + Mg)). Minimum and maximum limits on the
hardness value used for water quality calculations are 25 mg/L and 400 mg/L, respectively.

If the use of a default hardness value results in a hardness-dependent metal showing reasonable
potential, the permit writer contacts the Permittee and requests 5 site-specific effluent and
upstream hardness samples over a period of one week. The RPA is rerun using the new data.

Permit No. NC0021407
Page 3 of 4

The overall hardness value used in the water quality calculations is calculated as follows:
Combined Hardness (chronic)
= (Permitted Flow, cfs *Avg. Effluent Hardness, mg/L) + (s7Q10, cfs *Avg. Upstream Hardness, mg/L)
(Permitted Flow, cfs + s7Q10, cfs)
The Combined Hardness for acute is the same but the calculation uses the 1Q10 flow.
3. The permit writer converts the numeric standard for each metal of concern to a total recoverable
metal, using the EPA Default Partition Coefficients (DPCs) or site-specific translators, if any
have been developed using federally approved methodology.

4. The numeric standard for each metal of concern is divided by the default partition coefficient (or
site-specific translator) to obtain a Total Recoverable Metal at ambient conditions.

In some cases, where an EPA default partition coefficient translator does not exist (ie. silver), the
dissolved numeric standard for each metal of concern is divided by the EPA conversion factor to
obtain a Total Recoverable Metal at ambient conditions. This method presumes that the metal is
dissolved to the same extent as it was during EPA’s criteria development for metals. For more
information on conversion factors see the June, 1996 EPA Translator Guidance Document.

5. The RPA spreadsheet uses a mass balance equation to determine the total allowable concentration
(permit limits) for each pollutant using the following equation:

Ca = (s7Q10 + Qw) (Cwqs) – (s7Q10) (Cb)
Qw
Where: Ca = allowable effluent concentration (µg/L or mg/L)
Cwqs = NC Water Quality Standard or federal criteria (µg/L or mg/L)
Cb = background concentration: assume zero for all toxicants except NH3* (µg/L or mg/L)
Qw = permitted effluent flow (cfs, match s7Q10)
s7Q10 = summer low flow used to protect aquatic life from chronic toxicity and human
health through the consumption of water, fish, and shellfish from noncarcinogens (cfs)
* Discussions are on-going with EPA on how best to address background concentrations

Flows other than s7Q10 may be incorporated as applicable:
1Q10 = used in the equation to protect aquatic life from acute toxicity
EPA default partition coefficients or the “Fraction Dissolved” converts the value for
dissolved metal at laboratory conditions to total recoverable metal at in-stream
ambient conditions. This factor is calculated using the linear partition coefficients
found in The Metals Translator: Guidance for Calculating a Total Recoverable
Permit Limit from a Dissolved Criterion (EPA 823-B-96-007, June 1996) and the
equation:

_Cdiss__ = _______1_______________
Ctotal 1 + { [Kpo] [ss(1+a)] [10-6] }

Where:
ss = in-stream suspended solids concentration [mg/l], minimum of 10 mg/L used,
and
Kpo and a = constants that express the equilibrium relationship between dissolved
and adsorbed forms of metals. A list of constants used for each hardness-dependent
metal can also be found in the RPA program under a sheet labeled DPCs.

Permit No. NC0021407
Page 4 of 4

QA = used in the equation to protect human health through the consumption of water,
fish, and shellfish from carcinogens
30Q2 = used in the equation to protect aesthetic quality

6. The permit writer enters the most recent 2-3 years of effluent data for each pollutant of concern.
Data entered must have been taken within four and one-half years prior to the date of the permit
application (40 CFR 122.21). The RPA spreadsheet estimates the 95th percentile upper
concentration of each pollutant. The Predicted Max concentrations are compared to the Total
allowable concentrations to determine if a permit limit is necessary. If the predicted max exceeds
the acute or chronic Total allowable concentrations, the discharge is considered to show
reasonable potential to violate the water quality standard, and a permit limit (Total allowable
concentration) is included in the permit in accordance with the U.S. EPA Technical Support
Document for Water Quality-Based Toxics Control published in 1991.

7. When appropriate, permit writers develop facility specific compliance schedules in accordance
with the EPA Headquarters Memo dated May 10, 2007 from James Hanlon to Alexis Strauss on
40 CFR 122.47 Compliance Schedule Requirements.

8. The Total Chromium NC WQS was removed and replaced with trivalent chromium and
hexavalent chromium Water Quality Standards. As a cost savings measure, total chromium data
results may be used as a conservative surrogate in cases where there are no analytical results
based on chromium III or VI. In these cases, the projected maximum concentration (95th %) for
total chromium will be compared against water quality standards for chromium III and
chromium VI.

9. Effluent hardness sampling and instream hardness sampling, upstream of the discharge, are
inserted into all permits with facilities monitoring for hardness-dependent metals to ensure the
accuracy of the permit limits and to build a more robust hardness dataset.

10. Hardness and flow values used in the Reasonable Potential Analysis for this permit included:
Parameter Value Comments (Data Source)
Average Effluent Hardness (mg/L)
[Total as, CaCO3 or (Ca+Mg)]
25 Default value used
Average Upstream Hardness (mg/L)
[Total as, CaCO3 or (Ca+Mg)]
25 Default value used
7Q10 summer (cfs) 7.2 NPDES Files
1Q10 (cfs) 5.99 Calculated in RPA
Permitted Flow (MGD) 1.0 NPDES Files

Date: _____9/17/2020________________________

Permit Writer: ______Nick Coco________________
NC0021407 Highlands WWTP 9/8/2020
Month RR (%)Month RR (%)Month RR (%)Month RR (%)
July-16 99.50 January-19 97.94 July-16 99.70 January-19 97.46
August-16 98.87 February-19 98.18 August-16 99.61 February-19 98.12
September-16 98.00 March-19 98.50 September-16 98.59 March-19 96.89
October-16 98.62 April-19 98.88 October-16 97.78 April-19 97.94
November-16 98.76 May-19 98.94 November-16 97.99 May-19 99.44
December-16 99.03 June-19 99.01 December-16 96.45 June-19 99.24
January-17 97.91 July-19 98.87 January-17 96.44 July-19 99.04
February-17 98.68 August-19 98.95 February-17 96.51 August-19 98.95
March-17 98.70 September-19 98.74 March-17 95.32 September-19 99.14
April-17 98.76 October-19 99.06 April-17 96.84 October-19 99.45
May-17 99.27 November-19 98.55 May-17 99.14 November-19 98.90
June-17 99.18 December-19 99.15 June-17 99.39 December-19 99.34
July-17 99.42 January-20 98.68 July-17 99.40 January-20 98.86
August-17 99.27 February-20 97.57 August-17 99.20 February-20 96.58
September-17 99.28 March-20 98.41 September-17 98.13 March-20 97.04
October-17 99.24 April-20 97.95 October-17 97.80 April-20 97.77
November-17 99.11 May-20 97.78 November-17 97.38 May-20 95.02
December-17 99.23 June-20 96.38 December-17 96.02 June-20 96.86
January-18 98.92 July-20 97.87 January-18 94.29 July-20 97.63
February-18 98.25 August-20 February-18 97.57 August-20
March-18 99.48 September-20 March-18 96.71 September-20
April-18 99.15 October-20 April-18 99.78 October-20
May-18 99.18 November-20 May-18 99.14 November-20
June-18 99.30 December-20 June-18 99.30 December-20
July-18 99.30 January-21 July-18 99.03 January-21
August-18 99.25 February-21 August-18 99.24 February-21
September-18 98.25 March-21 September-18 96.57 March-21
October-18 98.79 April-21 October-18 98.28 April-21
November-18 99.00 May-21 November-18 97.16 May-21
December-18 98.45 June-21 December-18 95.68 June-21
Overall BOD removal rate 98.72 Overall TSSD removal rate 97.92
BOD monthly removal rate TSS monthly removal rate
9/8/20 WQS = 12 ng/L V:2013-6
Facility Name
/Permit No. :
Total Mercury 1631E PQL = 0.5 ng/L 7Q10s = 7.200 cfs WQBEL = 49.16 ng/L
Date Modifier Data Entry Value Permitted Flow = 1.500 47 ng/L
9/22/16 3.97 3.97
12/15/16 2.33 2.33 3.2 ng/L - Annual Average for 2016
3/23/17 17 17
6/22/17 6.02 6.02
9/21/17 0.841 0.841
12/14/17 21.2 21.2 11.3 ng/L - Annual Average for 2017
3/15/18 14.9 14.9
6/21/18 2.14 2.14
9/20/18 2.08 2.08
12/20/18 1.12 1.12 5.1 ng/L - Annual Average for 2018
3/12/19 3.05 3.05
6/4/19 2.32 2.32
9/10/19 1.4 1.4
12/10/19 4.85 4.85 2.9 ng/L - Annual Average for 2019
3/3/20 4.09 4.09
6/9/20 1.8 1.8 2.9 ng/L - Annual Average for 2020
Highlands WWTP/NC0021407 No Limit Required
MERCURY WQBEL/TBEL EVALUATION
No MMP Required
Highlands WWTP/NC0021407
Mercury Data Statistics (Method 1631E)
2016 2017 2018 2019 2020
# of Samples 2 4 4 4 2
Annual Average, ng/L 3.2 11.3 5.1 2.91 2.945
Maximum Value, ng/L 3.97 21.20 14.90 4.85 4.09
TBEL, ng/L
WQBEL, ng/L 49.2
47
NH3/TRC WLA Calculations
Facility: Highlands WWTP
PermitNo. NC0021407
Prepared By: Nick Coco
Enter Design Flow (MGD):1.5
Enter s7Q10 (cfs):7.2
Enter w7Q10 (cfs):7.45
Total Residual Chlorine (TRC)Ammonia (Summer)
Daily Maximum Limit (ug/l)Monthly Average Limit (mg NH3-N/l)
s7Q10 (CFS)7.2 s7Q10 (CFS)7.2
DESIGN FLOW (MGD)1.5 DESIGN FLOW (MGD)1.5
DESIGN FLOW (CFS)2.325 DESIGN FLOW (CFS)2.325
STREAM STD (UG/L)17.0 STREAM STD (MG/L)1.0
Upstream Bkgd (ug/l)0 Upstream Bkgd (mg/l)0.22
IWC (%)24.41 IWC (%)24.41
Allowable Conc. (ug/l)70 Allowable Conc. (mg/l)3.4
UV employed at plant. No TRC limit.Consistent with current limit. Maintain limit.
Ammonia (Winter)
Monthly Average Limit (mg NH3-N/l)
Fecal Coliform w7Q10 (CFS)7.45
Monthly Average Limit:200/100ml DESIGN FLOW (MGD)1.5
(If DF >331; Monitor)DESIGN FLOW (CFS)2.325
(If DF<331; Limit)STREAM STD (MG/L)1.8
Dilution Factor (DF)4.10 Upstream Bkgd (mg/l)0.22
IWC (%)23.79
Allowable Conc. (mg/l)6.9
Consistent with current limit. Maintain limit.
Total Residual Chlorine
1. Cap Daily Max limit at 28 ug/l to protect for acute toxicity
Ammonia (as NH3-N)
1. If Allowable Conc > 35 mg/l, Monitor Only
2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals)
3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis)
If the allowable ammonia concentration is > 35 mg/L, no limit shall be imposed
Fecal Coliform
1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non-Muni)

MRs Between and Violation Category:Program Category:
Param Name County:Subbasin:%Violation Action:
Major Minor:%
Permit:
Facility Name:
Region:--NC0021407
%%
%
%
Limit Violation %
%
7 2016 7 2020
MONITORING REPORT(MR) VIOLATIONS for:08/20/20Report Date:1Page:of 1
PERMIT:FACILITY:COUNTY:REGION:
%
Over
UNIT OF
MEASURE VIOLATION ACTIONVIOLATION TYPECALCULATED
VALUELIMITFREQUENCYVIOLATION
DATEPARAMETERLOCATIONMONITORING
REPORT
-
Whole Effluent Toxicity Testing and Self Monitoring Summary
Highlands WWTP NC0021407/001
Chr lim 24%Ceri7dPF Begin:6/1/2017 Freq:Q
Mar Jun Sep Dec
NonComp:
County:Macon Region:ARO Basin:LTN01
7Q10:IWC:
SOC_JOC:
PF:1.50
J F M A M J J A S O N D
2016 --Pass --Pass --Pass --Pass
2017 --69.3(P) Pass Pass --Pass Pass >100(P)->100(P) Pass Pass --Pass Pass
2018 --33.9(P) Pass Pass --Pass Pass --Pass --Pass
2019 --Pass --Pass --Pass --Pass
2020 --Pass --Pass ------
Highway 52 WTP, Albemarle NC0044024/001
Chr 48hrPF Monit: 9Ceri48PFBegin:10/1/2018 Freq:Q
Jan Apr Jul Oct
NonComp:
County:Stanly Region:MRO Basin:YAD13
7Q10:IWC:
SOC_JOC:
PF:0.114
J F M A M J J A S O N D
2018 ---------H --
2019 H --H --H --H --
2020 H --H --------
Hill Road WTP - Town of Chocowinity NC0087041/001
Ac P/F Monit: 90% MMysd24PFBegin:1/1/2015 Freq:Q
Jan Apr Jul Oct
NonComp:
County:Beaufort Region:WARO Basin:TAR07
7Q10:IWC:
SOC_JOC:
PF:
J F M A M J J A S O N D
2016 Pass --Pass --Pass --Pass --
2017 Pass --Fail --Pass --Fail --
2018 Fail --Fail --Pass --Pass --
2019 Pass --Pass --Pass --Pass --
2020 Pass --Pass --------
Hillsborough WWTP NC0026433/001
chr lim: 90%Ceri7dPF Begin:9/1/2013 Freq:Q
Feb May Aug Nov
NonComp:Single
County:Orange Region:RRO Basin:NEU01
7Q10:0.18 IWC:96
SOC_JOC:
PF:3.0
J F M A M J J A S O N D
2016 -Pass --Pass --Pass Pass >100(P)-Pass >100(P)-
2017 -Pass >100(P)--Pass >100(P)--Pass --Pass -
2018 -Pass --Pass --Pass --Pass -
2019 -Pass --Pass --Pass --Pass -
2020 -Pass --Pass -------
Hoke County WWTP NC0089176/001
Chr Lim: 2.9%Ceri7dPF Begin:2/1/2013 Freq:Q
Feb May Aug Nov
NonComp:
County:Hoke Region:FRO Basin:CPF15
7Q10:IWC:
SOC_JOC:
PF:1.5
J F M A M J J A S O N D
2016 -Pass --Pass >11.6(P)>11.6(P)>11.6(P)Pass >11.6(P)--Pass -
2017 -Pass --Pass --Pass --Pass -
2018 -Pass --Pass --Pass --Pass -
2019 -Pass --Pass --Pass --Pass -
2020 -Pass -->11.6 Pass -------
Page 56 of 122Legend: P= Fathead minnow (Pimphales promelas), H=No Flow (facility is active), s = Split test between Certified Labs
EPA
United States Environmental Protection Agency
Washington, D.C. 20460
Water Compliance Inspection Report
Form Approved.
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 N 52 NC0021407 19/03/28 C S31112171819 20
21 66
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 QA ----------------------Reserved-------------------
N67707172 73 74 75 80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
POTW name and NPDES permit Number)
Highlands WWTP
Arnold Rd
Highlands NC 28741
Entry Time/Date Permit Effective Date
Exit Time/Date Permit Expiration Date
12:00PM 19/03/28 14/09/01
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
///
Jacob Matthew Allen/ORC/828-526-0504/
Other Facility Data
03:00PM 19/03/28 19/08/31
Name, Address of Responsible Official/Title/Phone and Fax Number
Jacob M Allen,PO Box 460 Highlands NC 28741//828-526-0504/Contacted
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance Records/Reports
Self-Monitoring Program Sludge Handling Disposal Pollution Prevention Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s)Agency/Office/Phone and Fax Numbers Date
Timothy H Heim DWR/ARO WQ/828-296-4665/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#1
NPDES yr/mo/day
19/03/28
Inspection Type
C3111218
1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Tim Heim of the Asheville Regional Office performed a Compliance Evaluation Inspection of the
Highlands WWTP, on March 28, 2019. Jacob Allen (ORC), Howard Brown (BORC), and Dawn James
(Administrator) were present at the time of the inspection. The system appeared well maintained and
operated at the time of the inspection, and record keeping was thorough and in good order.
The following items were noted at the time of the inspection:
Repair disconnected blower hour (one of six) in #2 reactor tank. Replace the DO probes in the SBRs.
The door to the tertiary filter/UV building is structurally compromised and should be replaced.
NC0021407 17 (Cont.)
Page#2
Permit:NC0021407
Inspection Date:03/28/2019
Owner - Facility:
Inspection Type:
Highlands WWTP
Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Process controls include DO, Temperature and pH (in house) and BOD, TSS, FC, NH3
(Environmental Inc). ETS performs quarterly toxicity and metals analysis.
Comment:
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Permit renewal application was mailed to Raleigh in early March.Comment:
Bar Screens Yes No NA NE
Type of bar screen
a.Manual
b.Mechanical
Are the bars adequately screening debris?
Is the screen free of excessive debris?
Is disposal of screening in compliance?
Is the unit in good condition?
Comment:
Sequencing Batch Reactors Yes No NA NE
Type of operation:Duplex
Is the reactor effluent free of solids?
Does minimum fill time correspond to the peak hour flow rate of the facility?
Is aeration and mixing cycled on and off during fill?
The operator understands and can explain the process?
Repair disconnected blower hour (one of six) in #2 reactor tank. Replace the DO probes in
the SBRs.
Comment:
Page#3
Permit:NC0021407
Inspection Date:03/28/2019
Owner - Facility:
Inspection Type:
Highlands WWTP
Compliance Evaluation
Disinfection - UV Yes No NA NE
Are extra UV bulbs available on site?
Are UV bulbs clean?
Is UV intensity adequate?
Is transmittance at or above designed level?
Is there a backup system on site?
Is effluent clear and free of solids?
The door to the tertiary filter/UV building is structurally compromised and should be replaced.Comment:
Effluent Pipe Yes No NA NE
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment:
Solids Handling Equipment Yes No NA NE
Is the equipment operational?
Is the chemical feed equipment operational?
Is storage adequate?
Is the site free of high level of solids in filtrate from filter presses or vacuum filters?
Is the site free of sludge buildup on belts and/or rollers of filter press?
Is the site free of excessive moisture in belt filter press sludge cake?
The facility has an approved sludge management plan?
The sludge vacuum drying bed is no longer used and has been removed from the facility.
This component should be removed from the permit description during the next update. All
solids are currently transported to the landfill.
The facility is no longer accepting septage from haulers.
Comment:
Standby Power Yes No NA NE
Is automatically activated standby power available?
Is the generator tested by interrupting primary power source?
Is the generator tested under load?
Was generator tested & operational during the inspection?
Do the generator(s) have adequate capacity to operate the entire wastewater site?
Is there an emergency agreement with a fuel vendor for extended run on back-up power?
Page#4
Permit:NC0021407
Inspection Date:03/28/2019
Owner - Facility:
Inspection Type:
Highlands WWTP
Compliance Evaluation
Standby Power Yes No NA NE
Is the generator fuel level monitored?
Comment:
Page#5
Attachment A —Request for Missing Information
Table 1. EPA Application Form 1 Missing Information
40 CFR
122.21(f)(2)
1.1
40 CFR
1.2
40 CFR
1.3
40 CFR
1.4
Email address of facility contact
Jacob.
122.21(f)(3)
NAICS Code(s)
Alter, g k41lards nc,. o r•
Description (optional)
122.21(f)(4)
Email address of operator
122.21(f)(9)
Does your facility use cooling water?
❑ Yes No 4 SKIP to Item 1.6
1.5
Identify the source of cooling water. (Note that facilities that use a cooling water intake structure as described at 40 CFR 125,
Subparts I and J may have additional application requirements at 40 CFR 122.21(r). Consult with your NPDES permitting
authority to determine what specific information needs to be submitted and when.)
40 CFR
122.21(f)(10)
1.6
40 CFR
1.7
Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(m)? (Check all that apply. Consult
with your NPDES permitting authority to determine what information needs to be submitted and when.)
❑ Fundamentally different factors (CWA ❑ Water quality related effluent limitations (CWA Section
Section 301(n)) 302(b)(2))
❑ Non -conventional pollutants (CWA ❑ Thermal discharges (CWA Section 316(a))
Section 301(c) and (g))
96 Not applicable
122.22(a) and (d)
Certification Statement
1 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 forgathering 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 of fine and imprisonment for knowing
violations.
Name (print or type first and last name)
Z'4cob Allen
Official title
ORC
Signature�
9r CWIA-
Date signed
8-21-2020

Attachment A —Request for Missing Information
Table 2. EPA Application Form 2A Missing Information
40 CFR
122.21(j)(1)
1.1
Email address of facility contact (a h 1 h lands
acob. alien y nc . or9
1.2
Applicant email address
1.3
Email address of the organization transporting the discharge for treatment prior to discharge
1.4
Email address of the organization receiving the discharge for treatment prior to discharge
1.5
Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(n)? (Check all that apply. Consult
with your NPDES permitting authority to determine what information needs to be submitted and when.)
Discharges into marine waters (CWA Section � Water quality related effluent limitation (CWA
301(h)) Section 302(b)(2))
0 Not applicable
1.6
40 CFR
1.7
40 CFR
1.8
Email address of contractor responsible for operational or maintenance aspects of the treatment works
122.21(j)(6)
Indicate the number of SIUs and NSCIUs that discharge to the POTW.
Numberof SIUs
Numberof ClUs
0
122.22(a) and (d)
Certification Statement
I certify under penalty of law that this document and all attachments
accordance with a system designed to assure that qualified personnel
Based on my inquiry of the person or persons who manage the system,
information, the information submitted is, to the best of my knowledge
there are significant penalties for submitting false information, including
violations.
were prepared under my direction or supervision in
properly gather and evaluate the information submitted.
or those persons directly responsible forgathering the
and belief, true, accurate, and complete. I am aware that
the possibility of fine and imprisonment for knowing
Name (print or type first and last name)
5 cob Allen
Official title
ORZc
Signature C
Date signed

ANALYTICAL RESULTS
Project: Highlands WWTP
Pace Project No.: 92400248
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: Highlands Eff Comp
Parameters
Lab ID: 92400248001 Collected: 09/20/18 09:00 Received: 09/20/18 16:48 Matrix: Water
Results
Units Report Limit DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Copper
Zinc
Total Nitrogen Calculation
Total Nitrogen
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
353.2 Nitrogen, NO2/NO3 pres.
Nitrogen, NO2 plus NO3
365.1 Phosphorus, Total
Phosphorus
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
5.4 ug/L
76.8 ug/L
5.0 1 09/21/18 15:22 09/23/18 22:46 7440-50-8
10.0 1 09/21/18 15:22 09/23/18 22:46 7440-66-6
Analytical Method: TKN+NO3+NO2 Calculation
2.3 mg/L 0.52 1 10/01/18 20:16
Analytical Method: EPA 351.2 Rev 2.0 1993 Preparation Method: EPA 351.2 Rev 2.0 1993
0.92 mg/L 0.50 1 09/26/18 18:53 09/27/18 05:57 7727-37-9
Analytical Method: EPA 353.2 Rev 2.0 1993
1.4 mg/L 0.020 1 09/25/18 10:04
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
1.3 mg/L 0.050 1 09/25/18 02:28 09/25/18 07:32 7723-14-0
Sample: Highlands Eff Grab
Parameters
Lab ID: 92400248002 Collected: 09/20/18 09:00 Received: 09/20/18 16:48 Matrix: Water
Results
Units Report Limit DF Prepared Analyzed CAS No. Qual
1631E Mercury,Low Level
Mercury
4500CNE Cyanide, Total
Cyanide
Analytical Method: EPA 1631E Preparation Method: EPA 1631E
2.08 ng/L
0.50 1 09/25/18 14:00 09/26/18 13:49 7439-97-6
Analytical Method: SM 4500-CN-E-2011 Preparation Method: SM 4500-CN-E-2011
0.0083 mg/L 0.0080 1 09/23/18 10:46 09/23/18 18:03 57-12-5
Sample: Highlands Eff Grab Blank
Parameters
Lab ID: 92400248003 Collected: 09/20/18 09:00 Received: 09/20/18 16:48 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1631E Mercury,Low Level
Mercury
Date: 10/01/2018 08:18 PM
Analytical Method: EPA 1631E Preparation Method: EPA 1631E
ND ng/L 0.50 1 09/25/18 14:00 09/26/18 11:58 7439-97-6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 4 of 15

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ANALYTICAL RESULTS
Project: Town of Highlands VWVTP
Pace Project No.: 92410269
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: Eff Lab ID: 92410269001 Collected: 12/11/18 09:00 Received: 12/11/18 17:02 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Copper 14.6 ug/L 5.0 1 12/13/18 03:20 12/19/18 08:13 7440-50-8
Zinc 167 ug/L 10.0 1 12/13/18 03:20 12/19/18 08:13 7440-66-6
Total Nitrogen Calculation Analytical Method: TKN+NO3+NO2 Calculation
Total Nitrogen 18.5 mg/L 0.52 1 12/21/18 10:26
351.2 Total Kjeldahl Nitrogen Analytical Method: EPA 351.2 Rev 2.0 1993 Preparation Method: EPA 351.2 Rev 2.0 1993
Nitrogen, Kjeldahl, Total 1.5 mg/L 0.50 1 12/16/18 11:00 12/20/18 00:50 7727-37-9
353.2 Nitrogen, NO2/NO3 pres. Analytical Method: EPA 353.2 Rev 2.0 1993
Nitrogen, NO2 plus NO3 17.0 mg/L 0.10 5 12/18/18 05:43
365.1 Phosphorus, Total Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus 1.8 mg/L 0.050 1 12/17/18 20:45 12/18/18 18:07 7723-14-0
4500CNE Cyanide, Total Analytical Method: SM 4500-CN-E-2011 Preparation Method: SM 4500-CN-E-2011
Cyanide 0.0084 mg/L 0.0080 1 12/12/18 16:34 12/13/18 11:55 57-12-5
REPORT OF LABORATORY ANALYSIS
Date: 12/21/2018 10:27 AM
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 14

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ANALYTICAL RESULTS
Project: Town of Highlands WWTP
Pace Project No.: 92411908
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: Eff Lab ID: 92411908001 Collected: 12/20/18 09:00 Received: 12/21/18 11:12 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1631E Mercury,Low Level Analytical Method: EPA 1631E Preparation Method: EPA 1631E
Mercury 1.12 ng/L 0.50 1 12/27/18 14:00 12/31/18 13:11 7439-97-6
Sample: Eff Blank Lab ID: 92411908002 Collected: 12/20/18 09:00 Received: 12/21/18 11:12 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1631E Mercury,Low Level Analytical Method: EPA 1631E Preparation Method: EPA 1631E
Mercury ND ng/L 0.50 1 12/27/18 14:00 12/31/18 11:16 7439-97-6
REPORT OF LABORATORY ANALYSIS
Date: 12/31/2018 02:08 PM
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 10

Environmental Testing Solutions, Inc.
Project name: Highlands WWTP
Collection date: 11-Sep-18
Date received: 11-Sep-18
Sample identification: Effluent - Grab
Certificate of Analysis
PO Box 7565
Asheville, NC 28802
Phone:" [phone]
Fax: [phone]
Project number: 180911.542
Sample number: 162838
Parameter
Method Result RL Units Date Analyst Footnotes
Analyzed
Cyanide SM 4500CN E <0.005 0.005 mg/L 20-Sep-I8 KET I
Oil & Grease (HEM) 1664A <5.0 5.0 mg/L 24-Sep-I8 CTS I
VOC by 624 See Attached Sheet 12-Sep-I8 LDM I
Phenolics 420.1 <0.005 0.005 mg/L 18-Sep-18 CEW I
Mercury _ 1664A 3.94 0.500 ng/L 13-Sep-I8 SLS 2
Sample identification: Effluent - Composite
Sample number: 162839
Parameter
Method Result RL Units Date Analyst Footnotes
Analyzed
Hardness. Total SM 2340 C 26 10 5.0 is-sep-18 KEK
Dissolved Solids, Total SM 2540 C 180 10 mg/L 14-Sep-I8 KEK
Ammonia Nitrogen SM 4500 NH3 D 0.41 0.10 mg/L 13-Sep-18 KEK
Total Kjeldahl Nitrogen 351.2 1.76 0.10 mg/L 20-Sep-I8 SEB
Nitrate -Nitrite SM4500-NO3 H 0.91 0.10 mg/L 27Sep-I8 REH
Total Nitrogen Calculation 2.7 0.100 mg/L 27-Sep-I8 SEB
Total Phosphorus SM 4500 PE 1.30 0.10 mg/L 25-Sep-IS SEB
Antimony 200.8 <0.005 0.005 mg/L 20-Sep-18 MLR
Arsenic 200.8 <0.010 0.010 mg/L 20-Sep-I8 MLR
Beryllium 200.8 <0.001 0.001 mg/L 20-Scp-I8 MLR
Cadmium 200.8 <0.001 0.001 mg/L 20-Sep-I8 MLR
Chromium 200.8 <0.005 0.005 mg/L 20-Sep-18 MLR
Copper 200.8 0.008 0.001 mg/L 20-Sep-IS MLR
Lead 200.8 <0.005 0.005 mg/L 20-Sep-I8 MLR
Molybdenum 200.8 <0.010 0.010 mg/L 20-Sep-18 MLR
Nickel 200.8 <0.010 0.010 mg/L 20-Sep-I8 MLR
Selenuim 200.8 <0.010 0.010 mg/L 20-Sep-I8 MLR
Silver 200.8 <0.005 0.005 mg/L 21.Sep-18 MLR
Thallium 200.8 <0.001 0.001 mg/L 20Sep-I8 MLR
Zinc 200.8 0.081 0.010 mg/L 20Sep-I8 MLR
SVOC by 625 See Attached Sheet 27-Sep-18 RJM
Sample identification: Field Blank
Sample number: 162840
Parameter
Method Result RL Units Date Analyst Footnotes
Analyzed
Mercury
1664A <0.500 0.500 ng/L 13-Sep-Is SLS
This report should not be reproduced, exept in its entirety, without the written consent of Environmental Testing Solutions, Inc.
The results in this report relate only to the samples submitted for analysis.

PO Box 7565
• Asheville, NC 28802
• Phone:'[phone]
• Fax: [phone]
Environmental Testing Solutions, Inc.
Project name: Highlands WWTP
Collection date: 9-Jun-1,7
Date received: 9-Jun-17
Sample identification: Effluent - Grab
Certificate of Analysis
Project number: 170609.503
Sample number: 147664
Parameter
Method Result RL Units Date Analyst Footnotes
Analyzed
Cyanide
Oil & Grease (HEM)
VOC by 624
Phenolics
Mercury
SM 4500CN E <0.005 0.005 mg/L I9-Jun-17 LCB
1664A <5.0 5.0 mg/L I4-Jun-17 CTS
See Attached Sheet 14-Jun-17 LDP
420.1 0.008 0.005 mg/L 22-Jun-17 EDH
1664A 4.97 0.500 ng/L 17-Jun-17 SLS
Sample identification: Effluent - Composite
Sample number: 147665
Parameter
Method Result RL Units Date Analyst Footnotes
Analyzed
Hardness. Total 200.7 22 1.0 mg/L 10-Jun-17 BSC
Ammonia Nitrogen SM 4500 NH3 D 0.22 0.10 mg/L 15-Jun-17 KEK
Dissolved Solids, Total SM 2540 C 233 25.0 mg/L 13-Jun-17 AJY
Total Kjeldahl Nitrogen 351.2 0.84 0.10 mg/L 16-Jun-17 EDH
Nitrate -Nitrite SM4500-NO3 H 0.90 0.10 mg/L I6-Jun-17 REH
Total Nitrogen Calculation 1.74 0.10 mg/L 16-Jun-17 EDH
Total Phosphorus 200.7 1.5 0.040 mg/L 15-Jun-17 MEC
Antimony 200.8 <0.005 0.005 mg/L 15-Jun-17 DER
Arsenic 200.8 <0.010 0.010 mg/L IS-Jun-17 DER
Beryllium 200.8 <0.001 0.001 mg/L 15-Jun-17 DER
Cadmium 200.8 <0.001 0.001 mg/L I5-Jun-17 DER
Chromium 200.8 <0.005 0.005 mg/L 15-Jun-17 DER
Copper 200.8 0.007 0.001 mg/L I5-Jun-17 DER
Lead 200.8 <0.005 0.005 mg/L 15-Jun-17 DER
Molybdenum 200.8 <0.010 0.010 mg/L 15-Jun-17 DER
Nickel 200.8 <0.010 0.010 mg/L 15-Jun-17 DER
Selenuim 200.8 <0.010 0.010 mg/L 15-Jun-17 DER
Silver 200.8 <0.005 0.005 mg/L 26-Jun-17 DER
Thallium 200.8 <0.001 0.001 mg/L 15-Jun-17 DER
Zinc 200.8 0.106 0.010 mg/L 15-Jun-17 DER
SVOC by 625 See Attached Sheet 17-Jun-17 RJM
Sample identification: field 13lanl.. Sample number: 147666
Parameter
Method Result RL Units Date Analyst Footnotes
Analyzed
Mercury
1664A <0.500 0.500 ng/L 17-Jun-17 SLS
This report should not be reproduced, exept in its entirety, without the written consent of Environmental Testing Solutions, Inc.
The results in this report relate only to the samples submitted for analysis.

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