NC0026557_Regional Office E-File Scan Up To 1/15/2021

North Carolina Department of Environment Quality
(Please Print or
Permittee: IoLADn o-r L. r`i�DY' G+T-7
Facility Name: ,-n}I We JTt�
Incident Number. dO i $ 00911 4
incident Started: Date: Jur, P� Z511 201 V
Incident Ended: Date: une, ZB', 2019'
Level of Treatment:
Permit Number: NC DO I,
County: :SL,�,C�n
Time: O�•0v
Time: 15: 45
❑None [Primary Treatment ❑Secondary Treatment ❑Chlorination/Disinfection Only
Estimated Volume of SpilllBypass: �5v G-ca-�/uns(must be given even if it is a rough estimate)
If yes, please list the following:
Volume Reaching Surface Waters: 1JJ Surface Water Name:
Did the Spill/Bypass result in a Fish Kill? ❑Yes kNo
Was WWTP compliant with permit requirements? 9Yes ❑No
Were samples taken during event? ®Yes ❑No
t 11 �,pn'i'i nc�
Cause or Reason for the Upset/SpiillBypass:
I}2aVr( (0.�h
Describe the Reoairs Made or Actions Taken:
ant Unit :
t
�tan K d0tk:�/t , VC W'�
Action Taken or Proposed to be Taken to Prevent Occurrences:
�aifixKitn
'p,Y+tcoy�Cn l rr2
recuubox, Aeo Fo ens�ll M040� skimmer anj I^S-kA 32r
Additional Comments About the Event: <J
'IT
e ;#�Z bee,, Jcu.�,n %r to-T WeeLs &A.1� Uja
b6QrRep4 AAa To tic✓Di ion sc usour is ax�P.c.� 33Geagoem Bcod: esca {oa
24-Hour Repor�vllade To: ❑Division of Water Resources LJ Eriiergency Manage
Contact Name: Date: Time:
Other Agencies Notified (Health Dept, etc):

North Carolina Department of Environment Quality
Person Reporting Event: 5 �E, en QttanPhone Number. 3,19-73Up O+q
Did DWR Request an Additional Written Report? []Yes VNo
If Yes, What Additional Information is Needed:
As a representative for the responsible party t cerfffv fhat the information contained in this report is
true and accurate to the best of my knowledge.
Person Submitting Claim: Q�{7r -4�,G I C'c.
Signatur/z ;,, � Title: (9QX.
Telephone:

North Carolina Department of Environment Quality
(Please Print or Type
Permittee: j��,Orl C) k 1OnY\Wn G��
Facility Name:,\�,MOZAX wTQ
Incident Number: jp 8togl5-
Incident Started: Date: June 30 2UIV
Incident Ended: Date: �UYV,. -a) ?Alg
Level of Treatment:
Permit Number: t` 6LYU 2LP J
County: SU'Wrl
Time:
Time: 11 0c'
❑None ❑Primary Treatment ❑Secondary Treatment ❑Chlorination/Disinfection Only
Estimated Volume of Spill/Bypass: �p [�(�11�must be given even if it is a rough estimate)
If yes, please list the following: J
Volume Reaching Surface Waters: Surface Water Name:
Did the Spill/Bypass result in a Fish Kill? ❑Yes [XNo
Was WWTP compliant with permit requirements? 17Yes ❑No
Were samples taken during event? ❑Yes [ANo
Cause or Reason for the Upset/Spill/Bypass:
Htm\jti rW`f13
Describe the Repairs Made or Actions Taken:
Action Taken to Contain Spill, Clean Up and Remediate the Site (if applicable):
ri u, U, rh e cxn U
g
Ne42 Dc +✓Sim{� url�ot�r r SK w r L,� iAs4.ziI q2G� re icy �Ox-
Additional Comments About the
i Event:
P f� JVlU L.� 11N� I\. k" beeA d Ll4 T'r (.y-g LIiLQ/N
sip nt (o: nc� c✓ boc4 . Soz O)khtle Oczr_[emu�y t lu1e AOo©QO�a
We are ��e ��� � d.� l 33v hoc i . F/Dodd � AArY/Gs /oc ,n� c� %,.-
24-Hour Repo Made To: ❑Divisijn of Water Resources ❑ E ergency Management
Contact Name: Date: Time:
Other Agencies Notified (Health Dept, etc):

North Carolina Department of Environment Quality
Person Reporting Event w OU,&M Phone Number: 37La
Did DWR Request an Additional Written Report? ❑Yes F%No
If Yes, What Additional Information is Needed:
As a representative for the responsible party I ceriifv that the information contained in this report is
true and accurate to the best of my knowledge.
Person Submitting Claim: jV�t,�X jW
Signature: ��� Title: 6)��
Telephone: g cx(a I k -

ROY
Water Resources
Environmental Quality
February 28, 2018
SENT VIA CERTIFIED MAIL — RETURN RECEIPT REQUESTED
7014-2120-0003-9404-2944
Mr. Chad Simons
Town Manager
Town of Bryson City
P.O. Box 726
Bryson City, North Carolina 28713-0726
Subject: Classification of Water Pollution Control Collection System (WW-3)
Bryson City WWTP
Permit Number: NCO026557
Swain County
Dear Mr. Simons:
COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
In accordance with North Carolina General Statute § 90A-37, the Water Pollution Control System Operators
Certification Commission is required to classify all water pollution control systems.
The Water Pollution Control System Operators Certification Commission has determined that the subject facility
is classified as a Grade 3 Biological Water Pollution Control Treatment System, per 15A NCAC 08G .0302(c).
This classification will go into effect on March 1, 2018. As a result, Gregory Passmore is no longer eligible to be
designated as backup ORC. A backup ORC must be designated within 120 calendar days per 15A NCAC 08G
.0201(3)(b).
If you have any questions concerning this classification or the designation of operators, please contact me at
919-707-9038, or via email at [e-mail].
Sincerely,
j4 awu
NC Operators Certification Program
cc: Central Files, Permit Correspondence File (NC0026557)
ec: DWR, Asheville Regional Operations ([e-mail])
Charles Weaver, DWR, NPDES Permitting ([e-mail])
'Nothing Comparesf.f_
State of North Carolina I Environmental Quality
1618 Mail Service Center I Raleigh, North Carolina 27699-1618
919-807-6353

ROY COOPER
Grnerraar
NUCHAEL S. REGAL NZ
sec.'aa'y
WotcrRcsources LT-'qDA CULPEPPER
ENWROMMEWFAL QUALITY
FIlPYeIF! lTeC!ar
July 23, 2018
Regina Mathis, Town Manager
Town of Bryson City
PO Box 726
Bryson City, NC 28713-0726
SUBJECT: NOTICE OF VIOLATION
Tracking Numbers: NOV-2018-PC-0275 & NOV-2018-PC-0276
Permit No. NCO026557
Bryson City WWTP
Swain County
Dear Permittee:
A review of the 24-hour Reporting for the Bypasses that occurred on June 28 & June 30, 2018 for the subject
facility revealed the violation indicated below:
Reporting Requirement: NOV-2018-PC-0275
The 24-hour report for the 6/28/18 Bypass was submitted on 7/3/18.
Reporting Requirement: NOV-2018-PC-0276
The 24-hour report for the 6/30/18 Bypass was submitted on 7/3/18.
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law. If the violations are of a continuing nature, not related to operation and/or maintenance problems,
and you anticipate remedial construction activities, then you may wish to consider applying for a Special Order by
Consent.
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
828-296-4500

Reminder: Pursuant to Permit Condition 6 in Section E, the Permittee is required to verbally notify the Regional
Office as soon as possible, not to exceed 24 hours, from first knowledge of any non-compliance at
the facility including limit violations, bypasses of, or failure of a treatment unit. A written report may
be required within 5 days if directed by Division staff. Prior notice should be given for anticipated or
potential problems due to planned maintenance activities, taking units off-line, etc.
If you have any questions concerning this matter or to apply for an SOC, please contact Beverly Price of the
Asheville Regional Office at 828-296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
EC: WQS ARO Server
Laserfiche
20180723_NC0026557_NOV2018PCO275.rtf
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
828-296-4500

TO: Construction Grants and Loans Section
ATTENTION: Michelle McKay, Project Review Engineer
DATE: November 15, 2011
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATION
SWAIN COUNTY
PERMIT NUMBER NCO026557
PART I - GENERAL INFORMATION
3.
4.
5.
6.
7.
8.
Facility and Address:
Mailing:
Date of Investigation
Report Prepared By:
Bryson City WWTP
SR 11551
Bryson City, N.C. 28713
Town of Bryson City
45 Everett Street
Bryson City, N.C. 28713
November 15, 2011
Don Price, CET
Persons Contacted and Telephone Number: N/A
Directions to Site: WWTP is located off of Riverview Road (NCSR 1151) in Bryson City
Discharge Point(s), List for all discharge points: Latitude: N 35' 25' 25" Longitude: W 83° 28' 01"
Topography (relationship to flood plain included): Hilly with a slight slope towards stream
Location of nearest dwelling: 0.5 mile-
9. Receiving stream or affected surface waters: Tuckasegee River
a. Classification: B
b. River Basin and Subbasin No.: 040402
C. Describe receiving stream features and pertinent downstream uses: Recreational Swimming
and Fishing
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Volume of wastewater to be permitted: 600,000 apd
2. What is the current permitted capacity of the Wastewater Treatment facility: 0.600 MGD
3. Annual Average flow to treatment facility: 0.440 MGD ; 80/90 %: 0.480 MGD
4. Date(s) and construction activities allowed by previous A to C issued in the previous two
years: TBD
5. Please provide a description of existing or substantially constructed wastewater treatment
facilities: NONE
6. Please provide a description of proposed wastewater treatment facilities: Current WWTP
consists of Influent Pump Station (duplex),two (2) Contact Stabilization Plants operating in
parallel; Chlorination disinfection, and de -chlorination.
Possible toxic impacts to surface waters: NONE

PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies involved.
(municipals only)? Yes
2. Special monitoring or limitations (including toxicity) requests: None
3. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available.
Please provide regional perspective for each option evaluated.
Spray Irrigation: Adjacent land is apparently not available
Connection to Regional Sewer System: Not possible
Subsurface: Soil not suitable
Other disposal options: According to soil study and engineering study the only reasonable alternative
is direct discharge.
PART IV - EVALUATION AND RECOMMENDATIONS
This request is for an Authorization to Construct' (A to C) for a new screening system, a building with
containment for the existing sludge press, and the installation of a stand-by generator. The ARO concurs
with the findings for the A to C request. ARO recommends that the facility'install' spill/overflow control for the
screening operation, that there also be capacity for 30 day(s) storage of sludge, and that stand-by generator
be equipped with an automatic transfer switch with a dialer for operator/permittee notification of an
emergency situation. Providing that the owner has met all submittal requirements with the A to C application
and is able to meet any requirements of the Central Office, the regional office recommends the issuance of
the A to C.
Signature of Report Preparer
November 15, 2011
Date
-2-

RECEIVED
i-oct a w
NORTH CAROLINA DIVISION OF WATER QUALITY
CONSTRUCTION GRANTS & LOANS SECTION CMSToUTO GNM
LOAN SEM
SUBMITTAL CHECKLIST FOR PLANS AND SPECIFICATIONS OF PROJECTS
FUNDED THROUGH CG&L
March 2008
Complete all applicable sections.
The completed checklist must be included for a submittal to be considered complete.
For any project that requires review under the State Environmental Policy Act (SEPA)
a permit cannot be issued, nor can plans and specifications be approved for funded
projects, prior to the completion of a State Clearinghouse advertisement period for a
FNSI, EIS, etc. However, we are willing to receive documents that are otherwise
complete and initiate review of the plans and specifications after the FNSI, EIS, etc. has
been submitted to the Clearinghouse.
Any submittals that are incomplete will be returned.
Contact Information
Date: September 28, 2011
Owner: Town of Bryson City
Contact Person: Larry Callicutt, Town Mngr
Telephone Number: 828-488-3335
Engineer of Record: Harry B. Buckner, PE
Engineering Firm: McGill Associates, PA
Telephone Number: 828-252-0575
Address: 45 Everett Street
Bryson City, NC 28713
Address: 55 Broad Street
Asheville, NC 28801
Background Information
Provide a brief description of the existing and proposed systems:
The proposed project consists of three (3) discreet elements, all of which are located on the site
of the wastewater treatment plant. Those three elements are as follows:
Replace Existing Influent Screens:
The facility has had significant problems with operation of its existing rotating drum mechanical
influent screens. The screens are approximately 25 years old and are past their useful life.
Replacement parts are unavailable, and there numerous problems with the control system for the
screen that have developed recently. Additionally, the screens are experiencing major
mechanical failures. Failures of the screening units have caused several spills on the wastewater
treatment plant site. The proposed project includes replacing the screens with new non -
mechanical static screens in the same location.
Construction of a Belt Filter Press Control Building
Until recently the Town utilized sand drying beds to dewater solids prior to disposal. Due to
difficulties in operation of the sand drying beds without covers in the wet climate of western
North Carolina the Town acquired a belt filter press in late 2007 through a lease -purchase
agreement. The purchase of this equipment was accelerated because of a favorable financing
option available to the Town through the equipment manufacturer. Because of the accelerated
equipment acquisition time fiame, the press has only been installed in a temporary fashion

2
pending the availability of funds to create a more permanent solution. Additionally, it was
necessary to put the press into service as soon as possible in order to relieve the backlog of solids
inventory in the wastewater plant to improve plant operations.
Now that the immediate need of reducing the inventory of solids in the plant has been achieved,
the Town now desires to complete the project by installing the belt press in a more permanent
fashion. The proposed project includes constructing a new, approximately 1000 square foot,
sludge dewatering building to house the new belt press and covered dewatered solids storage
area and related equipment. In addition a new control room, bathroom, and storage rooms will
be included. The new building will be constricted on the current site of the sand drying beds.
Installation of a New Plant -Wide Back -Up Power Generator
The existing wastewater treatment plant does not currently have a back-up power source at the
facility. In early 2010 during a heavy storm, the plant experienced a substantial lightening strike
after the operations staff had left for the day that disabled the Town's main influent pump station
and its auto -dialer alarm system. This event resulted in a spill of approximately 300,000 gallons
of untreated wastewater into the Tuckaseigee River. By adding a system -wide back-up power
source to the system, it is anticipated that future problems of this nature could be avoided or
minimized. The generator will be installed on the existing treatment plant site.
Provide the existing and speculative/anticipated NPDES permit limits, if applicable:
N/A
Other pertinent/supporting information to expedite review and approval:
N/A

A. Applications/Fees
Permits and Forms
Fees
Application Provided (®)
Authorization to Construct
ATC Application August 2007
No Fee
Pump Stations, Force Mains, Gravity Sewers, Pressure Sewers
PSFGSA 03/08
$480
PSSA 03/08
$480
WSCAS 12/07
Irrigation Systems
Application
Modification
Major Permit
$1,310
$395
Minor Permit
$810
$245
WWIS 12-06
HRIS 12-06
Reclaimed Water Systems
Major Permit
$1,310
$395
Minor Permit
$810
$245
RWCS 12-06
❑
RWDS 12-06
❑
RWNCS 12-06
❑
B. Plan Submittal
Provide information as applicable.
(0)
Notes
Two sets of plans: signed, sealed, and dated by a NC
Professional Engineer and stamped "Final Drawing
- Not Released For Construction".
All property lines, construction easements,
permanent easements, and ROW shown.
All wells within 125 feet shown.
For earthen -lined treatment units, or irrigation, or
❑
Not Applicable
disposal sites all wells within 500 feet.
For W WTP all houses and places of public assembly
within 100 feet shown.
For lagoons and irrigation projects all houses and
❑
Not Applicable
laces of public assembly within 400 feet shown.
For sewer/pipeline and WWTP all wetlands,
watercourses, and drainage features within 50 feet
shown.
For irrigation projects all wetlands, watercourses,
❑
Not Applicable
and drainage features within 500 feet shown.
Petroleum contamination addressed
❑
Not Applicable
Sewer extensions in area designated on State
Not Applicable
Registry of Natural Heritage Areas.
Sewer extensions in area dedicated as an NC Nature
Not Applicable
Preserve.

0
C. Specifications (Contract Documents) Submittal
Provide information as applicable.
(0)
Notes
Two sets of technical specifications: signed, sealed,
and dated by a NC Professional Engineer.
Advertisement for Bids
Information for Bidders
Bid Form
(gravity sewer broken out by unit price for various
depths, if applicable)
Bid Bond
Agreement
Payment Bond
EF-
Performance Bond
Notice of Award with Owner and Contractor
signature lines, not Engineer.
19
Notice to Proceed with Owner and Contractor
signature lines, not Engineer.
Change Order Form
General Conditions
Special Conditions
Technical Specifications
SRF Special Conditions, if applicable
STAG Special General Conditions, if applicable
Not Applicable
Minority Business Forms for Local Government
Projects
Minority Business Guide
Dispute Resolution with mediation for Local
Governments
21
Contract Duration
Construction Sequence
Subsurface Investigation, if applicable
Not Applicable
NCDOT Encroachment Agreement
Not Applicable
Railroad Encroachment
❑
Not Applicable
Petroleum contamination addressed
Not Applicable
Scope of work matches approved Engineering Report

D. Supplemental Documentation
Provide information as applicable.
(0)
Status if not included
STAG checklist, if applicable
❑
Not Applicable
Executed Interagency Agreements, if applicable
❑
Not Applicable
Updated Cost Estimate
Engineer's Certification signed, sealed, and dated by
the Engineer Of Record stating that the project
complies with G.S. 133-3.
Reports, if applicable
Agronomist Report
❑
Not Applicable
Soils Report
❑
Not Applicable
Hydrogeologic Report
❑
Not Applicable
Water Balance
❑
Not Applicable
Other related permits, if applicable
401 Water Quality Certification
Not Applicable
404 Permit
❑
Not Applicable
CAMA Permit
CAMA Consistency Determination
Not Applicable
Dam Safety Permit
❑
Not Applicable
DOT Encroachment Agreement
❑
Not Applicable
Railroad Encroachment
❑
Not Applicable
Section 10 Permit
El
Not Applicable
Sedimentation and Erosion Control Permit
Er
Not Applicable (Disturbance< 1
Acre)
E. Design Calculations
Provide information as applicable.
(0)
Status if not included
Two sets each of process, design, buoyancy, and
hydraulic profile calculations: signed, sealed, and
dated by a NC Professional Engineer.
Designed in accordance with NCAC 15A 2T Rules.
Downstream sewer receiving capacity.
Not Applicable
Net positive suction head, if applicable.
Not Applicable
System head calculations curve plotted on pump
curve.
Not Applicable
Impeller size specified.
Not Applicable
Water hammer analysis if force main is greater than
2500 feet.
❑
Not Applicable
Pump run time.
❑
Not Applicable
Pump cycle time.
❑
Not Applicable
Pump station handles peak flow with largest pump
out of service.
U
Not Applicable
Hydraulic profile at average daily flow.
Hydraulic profile at peak hourly flow with largest
train out of service.

Design calculations for all unit processes.
Influent flow equalization.
❑
Not Applicable
Influent pumping.
❑
Not Applicable
Bar screens.
Grit removal.
Not Applicable
Flow monitoring.
El
Not Applicable
Primary clarification.
Not Applicable
Aeration basins, including anoxic and anaerobic
zones.
❑
Not Applicable
Blowers.
❑
Not Applicable
Secondary clarifiers.
❑
Not Applicable
Return activated sludge pumping.
❑
Not Applicable
Waste activated sludge pumping.
❑
Not Applicable
Internal recycle pumping.
❑
Not Applicable
Effluent filters.
❑
Not Applicable
Disinfection.
❑
Not Applicable
Dechlorination.
❑
Not Applicable
Sludge digestion.
❑
Not Applicable
Residuals holding.
❑
Not Applicable
Residuals dewatering.
❑
Not Applicable
Buoyancy calculations for all below grade structures.
Not Applicable
Standby power sizing calculations.
If the answer to any of the following questions is "Yes" a Residuals Management Plan must
be included with the plans and specifications:
1. Is a new treatment facility proposed? Yes ❑ No®
2. Is an increase in treatment capacity proposed? Yes ❑ No®
3. Is a modification to a treatment facility being proposed that
would increase the residuals yield? Yes ❑ No®
4. Is a modification to the residuals train being proposed? Yes ❑ No®
Signature
?'254t
Date Registration No.Cl
ma's
°g®�.

h5 �
CI 17 a
Cu;a31 'T sE
DESIGN CALCULATIONS
WASTEWATER TREATMENT PLANT IMPROVEMENTS
TOWN OF BRYSON CITY
SWAIN COUNTY, NORTH CAROLINA
Harry B. Buckner, PE.
OMcGRIA
Engineering • Planning • Finance
Post Office Box 2259
Asheville, North Carolina 28802
SEPTEMBER 2011
09.00376

Design Calculations
Town of Bryson City WWTP Improvements
Inclined Fixed Screen
The existing mechanical rotating fine drum screens at the Town of Bryson City WWTP have
reached the end of their useful life and must be replaced. Operations staff desires to utilize a
non -powered static fine screen for this replacement due to increased reliability. It is further
desired to provide adequate screening for both the current plant design flow of 600,000 gallons
per day and the potential to serve a future flow of 900,000 gallons per day.
Contact with multiple manufacturers gave sizing recommendations of two (2) 72" units with 0.10
inch wedgewire openings. Each unit is capable of processing a peak flow of 1.5 MGD (1045
gpm). This allows for full redundancy at the current design flow of the plant of 600,000 gallons
per day. Plant hydraulics (ie: influent pumping hydraulics) will not be significantly modified
because the proposed screens are designed to match the existing screen's location both vertically
and horizontally in the plant. However, the head required to drive flow over the screens influent
weirs should be checked.
Check head to drive flow over weir:
Average Daily Flow = 0.600 MGD = 417 gpm
Peak Flow = 417 gpm x 2.5 PF =1044 gpm
Future Flow = 0.900 MGD = 625 gpm
Future Peak Flow = 625 gpm x 2.5 PF =1563 gpm
Weir width = 72 inches without end contractions.
The weir equation is as follows: 5
Q=1495XLXH15 , therefore H=1' I
`� 1495XL
Where Q is expressed in gallons per minute, L in feet, and H in feet.
For current peak conditions:
Q=1044 gpm and L = 6 feet, the head is calculated to be 0.24 feet, or 2.8 inches through a single
screen.
For future peak conditions:
Q=1563 gpm, L=12 feet, the head is calculated to be 0.20 feet, or 2.4 inches
screens.
Each;unit has a maximum allowable head of 6 inches, therefore sizing is OK.
" SEAL
t 22541
rrrrmm�iv°E� •'�;�t�1�

Basis of Design Manufacturer —Cummins Power Systems
Recommended Generator Report — 150 kw
for Project Bryson City WWTP
Generator Sets Running in Parallel:
1
Fuel:
Diesel
Max Allowable Starting Voltage Dip:
20 %
Phase:
3
Max Allowable Peak Voltage Dip:
20 %
Frequency, Hz:
60
Max Allowable Frequency Dip:
10 %
Voltage: 120/208, Parallel
Wye
Site Altitude, Ft. (M):
499 (152)
Quiet Site:
No
Site Ambient Temperature,'F (°C):
77 (25)
Duty:
_ Standby
Running kW: 109.1 Max Step kW:
150.4
In Step 2 Cumulative Step kW
197.4
Running kVA: 121.4 Max Step kVA:
442.5
In Step 2 Cumulative Step kVA:
494.9
Running PF: 0.9 Peak kW:
None
Cumulative Peak kW:
None
Alternator kW: 109.1 Peak kVA:
None
Cumulative Peak kVA:
None
Engine Model:
6CTA8.3-G2
Alternator:
UC3G
Fuel:
Diesel
Feature Code:
B416
Engine Displacement, cu in (liters):
504 (8)
Engine Cylinders:
6
Excitation:
PMG
Voltage Range: LBR 190-208/380-416
Temp. Rise at Full Rated Load,'C:
150'
Number Leads:
12
Set Performance
Running at:
Starting Voltage Dip:
72.7% Rated Capacity
Peak Voltage Dip:
Frequency Dip:
Site Rated IcW:
Site Rated Alternator Max kW at 150°C and 208
volts:
Site Rated Alternator Max kVA at 150'C and 208
volts:
Site Rated Max SkW:
Max SkVA:
Note: Higher temperature rise at full rated load.
'Note: Step requirement has been reduced.
Load Requirements
19 %
Max Starting Voltage
20 %
Dip:
None %
Max Peak Voltage Dip:
20 %
6 %
Max Frequency Dip:
10 %
150
Running kW:
109.1
160
Alternator kW:
109.1
200
Running kVA:
121.4
185.00
Effective Step kW:
159.9
663
Effective Step kVA:
437
/0/7//1

RECEIVED
oat 1T 2011
SUPPLEMENTAL INFORMATION
WASTEWATER TREATMENT PLANT IMPROVEMENTS
TOWN OF BRYSON CITY
SWAIN COUNTY, NORTH CAROLINA
Harry B. Buckner, PE
@McGM
ASSOCIATES
Engineering • Planning • Finance
Post Office Box 2259
Asheville, North Carolina 28802
SEPTEMBER 2011
09.00375

TABLE OF CONTENTS
1. 2007 Authorization to Construct Form
2. Site Certificate by Title Counsel
3. Engineer's GS 133-3 Certification
4. Preliminary Project Cost Estimate
5. Existing Site Plan and Flow Diagram
6. Existing NPDES Permit

North Carolina Division Of Water Quality
Construction Grants & Loans Section
Authorization To Construct (ATC) Application Form
(To Be Used On and After August 1, 2007)
Date: 10/11/2011
Permittee/Owner Name: Town of Bryson City Professional Engineer of Record: Harry B. Buckner, PE
Contact Person: Larry Callicutt, Town Manager Engineering Firm: McGill Associates, PA
Address: 45 Everett Street Address: 55 Broad Street
Bryson City, NC 28713 Asheville, NC 28801
Telephone Number: [phone] Telephone Number: (828)252-575
Please Note: The following items and information must be
Information Is
submitted to be considered a complete application
Provided
Remarks/Explanation
package. If any applicable item is missing the package will
be returned as incomplete.
60
1
Letter of request for ATC from Permittee/Owner or
authorized agent with written authorization.
2
Brief description of the proposed project.
3
Complete copy of the NPDES permit or public notice of
a draft NPDES permit.
4
Design capacity in Million Gallons per Day (MGD).
®
0.600 MGD
5
If new or expanding design capacity is greater than or
to 0.5 MGD, include Finding Of No
❑
N/A - No Change in Capacity Due to
equal a copy of
This Project
Significant Impact (FNSI).
Two sets of plans: signed, sealed, and dated by a NC
6
Professional Engineer and stamped "Final Drawing -
Not Released For Construction".
7
Two sets of technical specifications: signed, sealed,
and dated by a NC Professional Engineer.
Two sets each of process, design, buoyancy, and
8
hydraulic profile calculations: signed, sealed, and dated
by a NC Professional Engineer.
9
Hydraulic profile and a flow schematic with sizes of
major components on 81/2" X 11" paper.
Documentation that a Soil & Erosion Control permit
10
application has been submitted to the Division of Land
❑
N/A - Disturbance <1 Acre
Resources.
11
Residuals Management Plan for all new or expanding
facilities
N/A - No Modifcation to Solids
producing residuals, or when modifying
Processes
residual facilities.
12
Construction Sequence Plan for all modifications.
13
110 volt GFCI receptacle and potable water source
included on plans.

Please Note: The following items and information must be
Information Is
submitted to be considered a complete application
provided
Remarks/Explanation
package. If any applicable item is missing the package will
60
be returned as incomplete.
14
Hydrogeologic information must be provided if a
El
N/A
potential for groundwater contravention exists.
15
For abandonment of WWTPs: a statement that the
El
N/A
facility will be properly disconnected.
16
All property lines, construction easements, permanent
easements, and ROW shown.
17
All wells within 200 feet of project shown.
16
All houses and places of public assembly within 100
feet shown.
Wetlands, watercourses, and drainage features within
19
50 feet of all wastewater treatment or storage facilities
shown.
20
Identify on the plans each water body's watershed
classification.
21
Plan sheets for all applicable disciplines.
22
Reliability per NCAC 2T .0505 (1).
23
Identify 100 year flood elevation on plans.
24
North arrow on each plan sheet.
25
Horizontal and vertical control.
26
Subsurface investigation for new structures.
Municipal/Public Facilities, also include the following:
Engineer's Certification signed, sealed, and dated by
27
the Engineer Of Record stating that the project
complies with G.S. 133-3.
28
Minority Business Forms for Local Government
Projects.
29
Minority Business Guide.
30
Dispute Resolution with mediation for Local
Governments.
31
Contract Duration included.
Projects funded through CG&L must include the
32
Submittal Checklist, found under Plans &
Specificiations at:
http://www.nccol.net/Enaineerino/plans. html

Applicant:
Site Certificate by Title Counsel
TOWN OF BRYSON CITY
Project No. (if assigned):
Project Description: Wastewater Treatment Improvements, Town of Bryson City,
North Carolina
I Fred H. Moody, Jr. Attorney at Law, representing the Applicant as Title Counsel, do
hereby certify:
That I have investigated and ascertained the location of, and am familiar with the legal
description of the site or sites being provided by the Applicant for all elements of the project
identified above to be constructed (modified, extended, improved, altered) operated and
maintained in and upon such site or sites.
2. That I have examined the deed records of the county or counties in which such a project is to
be located and in my opinion, the Applicant has a legal and valid fee simple title or such other
estate or interest in the site of the project, including necessary easements and rights -of -way
sufficient to assure undisturbed use and possession for the purposes of construction, operation
and maintenance for the estimated life of the project.
3. That any deeds or documents required to be recorded in order to protect the title of the owner
and the interest of the Applicant have been duly recorded and filed for the record wherever
necessary.
Dated this
day of September 20 11
FRED H. MOODY, JR.
Attorney at Law
MOODY & BRIGHAM, PLLC.:y P.O. Box 670, Bryson City, NC 28713
E
Address
of Attorney

ENGINEER'S CERTIFICATION
For
Compliance with North Carolina General Statute 133-3
I, Harry B. Buckner as a duly registered Professional Engineer
(please print)
in the State of North Carolina, am familiar with NCGS 133-3, and have reviewed the plans and
specifications associated with the subject project:
Permit Number: CS370845-02
Project Name: Wastewater Treatment Plant Improvements
Location: Town of Bryson City, North Carolina
I hereby certify that all plans and specifications associated with this project are in compliance
with NCGS 133-3.
Send to: Construction Grants & Loans
DENR/DWQ
1633 Mail Service Center
Raleigh, NC 27699-1633
•```��N CAR9''0+
S
SEAL
22541
Signature � y
Date C1 IZ61 okil Registration No. 225�1�-•',,�y 8. uGy'p�'
gi hu,uuU`
In accordance with NCGS 133-4, any person, firm, or corporation violating the provisions of NCGS 133-3
shall be guilty of a Class 3 misdemeanor and upon conviction, license to practice his profession in this State
shall be withdrawn for a period of one year and he shall only be subject to a fine of not more than five hundred
dollars ($500.00).

PRELIMINARY PROJECT COST ESTIMATE
TOWN OF BRYSON CITY
WASTEWATER TREATMENT PLANT IMPROVEMENTS
SWAIN COUNTY, NORTH CAROLINA
AuPust 8. 2010
....iiili
1
,,fi�gg yy++yy' gg
_ m '__i33;�m._ d I Fe.:acyd a �.: .16
Mobilization (3%)
pi :.
yj
$ 13,500.00
2
Belt Filter Press Building
$ 140,000.00
3
Install Belt Filter Press
$ 15,000.00
4
Dual Influent Static Screens
$ 150,000.00
5
Retaining Wall
$ 20,000.00
6
Site Work / Yard Piping
$ 12,000.00
7
Back-up Power Generator (wholeplant)
$ 75,000.00
8
Electrical Installation
$ 37,500.00
_
a
' �ES
Contingency (5%)
a 0
$ 23,200.00
b
Preliminary Engineering **
$ 5,800.00
c
Design and Permitting **
$ 47,932.00
d
Construction Administration
$ 27,000.00
e
Bidding and Award
$ 3,800.00
Legal/Administrative
$ 2,500.00
Testing
$ 3,000.00
49'iY
t" TI'tIz1TFD PR4JEOSS
.__....:.xm�w::nn- are %�....�a:ev L:xi
* * Note - Preliminary and design engineering fees established from SRL program fee table

/19117/1999 18:1
1 �pF WA"
O G
o �
8284889474 BRYSONCITY PAGE 02
Ur. Larry P. C kWcutt
Town Manage
P.O. Box 726
Bryson City, North Carolina 28713
Dear Mr,
Michael F. Easley, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resoutass
Alan W. rilmak, P.E., Director
Division of Water quality
March 18, 2003
Subject; Issuance of NPDi S Permit NCO026557
Bryson City W WTP
Swain County
Division staff I leve reviewed and approved your renewal application for an NPDFS discharge persait. Accordingly,
the Division is forwarding the subject NPDES permit This permit is issued pursttent to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between No*? Carolina and the U.S.
Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
:Your final Perc lit includes .monthly and weekly average limits for fecal coliform and a daily maximum limit for total
residual chlori Tkle permit also includes a schedule of compliance. The Uroits and monitoring requirements for
fecal coliform and total residual chlorine will become effective after installation of the disinfection system, and no
later than November 1, 2004, While your request to extend the schedule of compliance could not be granted, note
that no manito ing for fecal coliform will be required until the disinfection systerri is installed.
If any parts, m <surcment frequencies, or sampling requirements contained in this permit are unacceptable to you,
you have the ri ht to an adjudicacory hearing upon written request within thb:-ry (30) days following receipt of this
letter. This request must be in the form of a writren petition, conforming to Chapter 150B of the North Carolina
General Statutes, and Sled with the office of Administrative Hearings, 6714 tail Service Center„ Raleigh, North
Carolina 27699- 5714. Unless such a demand is made, this permit shall be final and binding.
Please take noti e that this -permit is not rrans.ferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does nor affect the legal requirements to obtain
other permits w 'ch may be required by the Division of Water Quality, the Division of Laud Resources, the Coastal
Area Manageme t Act, or any ocher federal or Ibcal governmental permit,
If you have any
5.083, extension
cc: Asheville
Central F
NPI)ES 1
,Aquatic I
Tcchnical
North Carolina Division o
1617 Mail Service Center
Raleigh, North Carolina
concerning this permit, please contact Teresa Rodriguez at telephone number (919) 733-
Office, Water Quality Section
Unit
o & Cerdfreatlon Unit
Sincerely,
r d,
Alan W. Klimek, P.E.
A.xA
[phone] WC6tHR
FAX [phone] Cuslomar Servlce
M Yhn inbrnnT oF'tiltm//Mn o,.. olarn ,v...nl orv, eMna,,o
05/02/2003 FRI 08:58 [TX/RX NO 88481 12 002

09/17/1999 18:00 8284689474 BRYSONCITY PAGE 03
Perxnit NCO026557
STATE OF NORTH CAROLINA
OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCPd&RGE WASTEWATER UNDER TIIE
In complia4mce with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated, and adopted by the North Casoppa Environental,
Manageme t Cornznission., and the Federal Water Pollution Control Act, as amended, the
is hereby
to receiving
accordance
in Parts 1, II,
The permit
This permit
Signed this
Town of Bryson City
to discharge wastewater from a facility ,located at the
,Bryson City WWTP
Riverview Road (NCSR 1151) southwest of Bryson City
Swain County
craters designated as the Tuckasegee River in the Little Tennessee River Basin in
vith effluent limitations, monitoring requirements, and other conditions set forth
III, and IV hereof,
become effective May 1, 2003.
the authorization to discharge shall expire at midnight on October 31, 2007,.
March 21, 2003,
ji4L-tllaa W. Klimek, P.E.
Director
]Division of Water Quality
By Authority of the Environmental Management Commission
n6/n2/2003 RRT 08:58 rTX/RX N0 88481 12003

09/17/1999 18:00 8284889474 BRYSONCITY PAGE 04
Permit NC0026557
SUPPLEMENT TO PERMIT COVER SHEET
The Town of Bryson City is hereby authorized to:
1. Contin e to operate an existing 0.6 MGD wastewater treatment facility located off
Rivervie ...Road (N'CSR 1151) southwest of Bilsoll City in Swain County, consisting
Of the f lowing wastewater treatment components:
■ Mec apical Bar Scream
• Two ontact Stabilization Treatment Emits consisting of influe4t•pumping,
aeration. and reaeration zones, secondary clarifiers and sludge digester.
• Sludi re drying bed
i
2. Dischar e from said treatment works via outfall 001 into the Tuckasegee River, a
Class B Ivater in the Little Tennessee River Basin, at the location specified on the
attachel map.
05/02/2003 FRI 08:58 [TX/RX NO 88481 Q 004

!v

09/17/1999 18:00 8284889474 BRYSONCITY PAGE 08'
Permit NC0026557
A. (1) EF LUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning or. the effective date of this permit and lasting until.expiration, the Permittee is authorized to
discharge treated wastewater from Outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
Eli I
G �..
LI213I11,
..q
_
Flow 0.6 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day, 200
+
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent and Effluent
1
Total Suspended
olds'
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent and Effluent
NHs as N
2/month
Comp site
Effluent
Fecal Coliform
200/10o m)
400hoo ml
Weekly
Grab
Effluent
(geometric mean)
Total Residual Ch
Drina,
28pg/L
Weekly
Grab
Effluent
pH4
Weekly
Grab
Effluent
Temperature
Weekly
Grab
Effluent
Total Nitrogen
Semi-annually
Composite
Effluent
(NOz+NOa+TKN)
Total Phosphorus
Semi-annually
Composite
Effluent
Chronic Toxicity+
Quarterly
Composite
Effluent
Notes:
1. The monthly average effluent BOD5 and TSS cmoentrationa shall not exceed 15% of the respective influent
value (85%removal).
2. Umlts ant monitoring for fecal coliform shall become effective upon completimi of the installation of
a disinfection system but no later than November 1, 2004.
a. The limit for Total Residual Chlorine (TRC) shall become effective upon completion of the installation
of a disinfection system but no later than November 1, 2004, 1f a disinfection method other than
chlorixiatl n/dechlorination is used, the TRC limit will not apply.
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
5. Chronic Tm Icity (CeriodaphntcO at 0.25 %; January, April, July and October (see A. (2)),
There shall, a no discharge of floating solids or visible foam in other than trace amounts.
ns/nq/9nnn TrPT nA•FA rTT/RT Nn ARARI R nnR

09/17/1999 18:00
8284889474
BRYSONCITY
PAGE 07
A. (2)
TOXICITY PERMIT LIMIT (QUARTERLY)
Permit NCO026557
The effluent Idischarge shall at no time exhibit observable inhibition of reproduction or significant
,mortality to Perfodaphnia dubia at an effluent concentration of 0.25 %.
The permit holder shall perform at a minimum,ouarterlu monitoring using test procedures outlined in
the "North C arolina.Ceriodaphnta Chronic Effluent Bioassay Procedure," Revised February 1998, or
subsequent ersions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -Fe ary 1998) or subsequent versions. The tests will be performed during the months of
January, Ap ' , July and October. Effluent sampling for this testing shall be performed at the NPDES
permitted fir al effluent discharge below all treatment processes.
If the test pr cedure performed as the first test of any single quarter results in a failure or ChV below
the permit t, then rottltiple-concentration testing shall be performed at a minimura, in each of the
two Mowing months as described in "North Carolina Phase 11 Chronic Whole Effluent Toxicity Test
.Procedure" 0 Zevised-Februaxy 1998) or subsequent versions.
it
The chronic alue for multiple concentration tests will be determined using the ge6metric mean of the
highest cone Mtration having no detectable impairment of reproduction or survival and the lowest
concentratio that does have a detectable impairment of reproduction or survival. The definition of
"detectable ' pairrnent," collection methods, exposure regimes, and further sta�ttstical methods are
specified in e "North Carolina Phase iI Chronic Whole Effluent Toxicity Test Procedure" (Revised -
February 19 8) or subsequent versions.
All t0dclty testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter
code TCaF3B or the pass/fail results and THP3B for the Chronic Value. Additionally, DWg Form AT-3
(original) is to be sent to the following address:
Attention: NC DENR / DWg / Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed A tiatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later
than 30 days after the end of the reporting period for which the report is wade.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent twdeity sample must be measured and reported -if
chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility dtuing•a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicatbig the facility name, permit number, pipe number, county, and the month/year of the
report with tl ke notation of "No Flow" in the comment area of the form. The report shall be submitted to
the Environmental Sciences Branch at the address cited above.
Should the pt=ittee fail to monitor during a month ip which toxicity monitoring is required, monitoring
will be requir d during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of W ater Quality indicate potential impacts to the receiving stream, this permit may be re-
op6hed, and modified to include alternate monitoring requirements or limits.
NOTE: Failw,e to achieve test conditions as specified in the cited document, such as minimum control
organism surrival, minimum control organism reproduction, and appropriate environmental controls,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later
than the last day of the month following the month of the initial monitorJng.
05/02/2003 FRI 08:58 [TY/RX NO 88481 12 007

69/17/1999 18
8284889474
BRYSONCITY
PAGE 08
I. The.
the I
2.
PART T
(continued)
shall comply with Final Effluent Urnitations specified for discharges in accordance with
schedule:
sball comply with Final Effluent Limitations by the effective date of the permit unless
below.
e shall at all times provide the operation and maintenance necessary to operate the existing
at optimum efficiency.
3. No Ia et than 14 calendar days following a date identified in the above schcdule'of compliance, the
permi tee shall submit either a report of progress or, in the case of specific acec,A being requited by
identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall
indud the cause of noncompliance, any remedial actions taken, and the probability of meeting the next
schedule requirements.
O5/02/2003 FRI 08:58 [TX/RX NO 88481 Z 008

n.23. 2017 10:48AM
No.4444 P. 1
Everett Lamar Williams Jr
1032 Cochran's Creek Rd.
Robbinsville, NC 28771
828-735-9191
Date: 6/23/2017
WPCSOCC
1618 Mail Service Center
Raleigh, NC 27699-1619
Effective 6/23/2017 I will no longer be the ORC for Town Of Bryson City
at 315 River View Rd. Bryson City NC 28713 Permit Number NC0026557.
My certification number is WW 3 # 13478.
Sincerely,
e'ted 4a � WA
Everett Lamar Williams Jr.

n.23. 2017 10:48AM
(o.4444 P. 2
WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSOCC)
NCAC 15A BG .0201
Press TAB to enter information
Permittee owner/officer Name: p b F ILr1.5,0 at C o n
Mailing Address: p,p Box Za Id Phone:
City: &jj-,,aA C L" state: zip: 2 P'7 / 3
Email Address:
Signature: I j/yrA Z)M� Date:
Facility Name: Tbtto.e 0(= Qycwso,2 cI b, Permit # lU Cr Q® a
County: 5 W a 6 n
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION OF SYSTEM:
Facility Type: Covkl n4 rZia&
Facility Grade: [1nk.pl0(8
bkRATOR IN Rt$PONSIKE CHAR - (ORCj
Print Full Name: 6'T.e7o y o F/ Ad c J< i" 7u Le < o !L _ Work Phone: ' Z �(— t1? jV",3,3
Certificate Type:_ W W Certificate Grad, 3 Certificate #: q 9 a D 81I
Email Address: e 02 A C At A14 it � a C
Signature: 7M-4011 (y n ram..+- Effective Date: (j ` Z 3—
"I certify that I agree to ihy designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 1SA NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission-"
Print Full Name: E d ( QU r s Work Phone: c CCV.
p G
Certificate Type:&0,a > Certificate Grade: Certificate #:
Email Address: L O (,r 0 M
Signature: ND/Ol,.i (y�lknf�Q Effective Date:
"I certify that I agree to my desl§dotid Uns a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC asset forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission.`
Mail, fax or email WPCSOCC, 1618 Mail Service Center, Fax:[phone] Firnailt'certad[ilIn@petlyt5f.g6v
ORIGINAL to! Raleigh, NC 27699-1618
Mail or Fax Asheville
a COPY to! 2090 US Hwy 70
Swannanoa, NC 28778
Fax:[phone]
Phone:[phone]
Fayetteville
225 Green St., Suite 714
Fayetteville, NC 28301-5043
Fax:[phone]
Phone:[phone]
Mooresville
Raleigh
610 E. Center Ave., Suite 301
3900 Barrett Dr.
Mooresville, NC 28115
Raleigh, NC 27609
Fax:[phone]
Fax:[phone]
Phone:[phone]
Phone:[phone]
Washington Wilmington Winston-Salem
943 Washington Sq. Mall 127 Cardinal Dr. 45 W. Hanes Mall Rd.
Washington, NC 27889 Wilmington, NC 28405-2845 Winston-Salem, NC 27105
Fax:[phone]S Fax:[phone] Fax:[phone]
Phone:[phone] Phone:[phone] Phone:[phone] Revi5ed4@ai6

'D °t1RISEN&
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
November 1, 2011
MEMORANDUM'
TO: Keith Haynes, Acting Regional Water Quality Supemvisor
Asheville Regional Office, Division of Water Qui CJ
FROM: Michelle McKay, Project Review Engineer 4
Design Management Unit �' N
r l � � '� 3 2011 , I.
_ ...�
SUBJECT: Request for an Authorization to Construct
a �e
Bryson City WWTP � � � -:� -1E- � C
NPDES Permit No. NCO026557
Plans, specifications and supporting documents have been received for the subject
project. It is requested that comments and recommendations, including the items listed below, be
received by December 1, 2011 from the Regional Office Staff:
CAMA
Compliance With NC Well Construction Standards
Groundwater Comments
_X_ Recommendations for inclusion in the Authorization to Construct
Recommendations for inclusion in the Non Discharge Permit
Schedule for Issuance of the NPDES Permit
SOC, or Other Schedules Which Must be Met
Standby Power Needs
Status of Stormwater Permit
Plan documents are submitted as follows for your reference, review, and comments :on the above items:
_X_ Plans and Specifications
Subsurface/Soils Report
Power Outage Information
Other
If you have any questions, please contact me at [phone].
Attachment
dr
cc: Michelle McKay, E.I.T.
Delphine Randall
ATC Files
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 NOrtIlCar011Tla, Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
ioromor ,.mw om A //7 f1 /N/7fly /

A4413
r
`CDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
November 1, 2011
Mr. Larry Callicutt, Town Manager
Town of Bryson City
45 Everett Street
Bryson City, North Carolina 28713
SUBJECT: Acknowledgement of Request for an
Authorization to Construct No. 026557A03
Town of Bryson City
Bryson City WWTP
Improvements to Wastewater Treatment Plant
NPDES Permit No. NCO026557
Dear Mr. Callicutt:
The Construction Grants and Loans Section received your request for an Authorization to
Construct and the supporting documentation on October 17, 2011. We will notify you and your
engineer upon completion of our review. Your project has been assigned to Michelle McKay.
She can be reached at [phone].
If you have any questions concerning this matter, please contact me at [phone].
Sincerely,
—Qh,L",
Seth Robertson, P.E., Supervisor
Construction Grants and Loans Section
Design Management Unit
0
cc: Harry B. Buckner, P.E. - McGill Associates, P.A.
DWQ Asheville Regional Office
WQ Central Files
Michelle McKay, E.I.T.
Delphine Randall
ATC Files
1633 Mail Service Center, Raleigh, North Carolina 27699-1633
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: 919-71H229 1 Customer Service: 1-877-623-6748 NorthCarohna
Internet: www.ncwaterqualit .org IV17hirulk

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ATTACHMENT A
Town of Bryson City
CASE NUMBER: MV-2013-0010
PERMIT:
NCO026557
FACILITY: Bryson City WWTP
COUNTY: Swain
REGION: Asheville
Monitoring Violations
MONITORING OUTFALL/
VIOLATION
UNIT OF
CALCULATED % OVER
PENALTY
REPORT PPI
LOCATION PARAMETER
DATE FREQUENCY
MEASURE LIMIT
VALUE LIMIT VIOLATION TYPE
$75.00
6-2013 001
Effluent TOTAL N - Conc
06/30/13 Semi-annually
mg/I
Frequency Violation
$44.00
6-2013 001
Effluent TOTAL P - Conc
06/30/13 Semi-annually
mg/I
Frequency Violation

ALF
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 11, 2010
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Larry Callicutt
Town of Bryson CIty
P.O. Box 726
Bryson City, North Carolina 28713
Subject: NOTICE OF VIOLATION / NOTICE OF INTENT TO ENFORCE
NOV-2010-DV-0215
Permit No. NCO026557
Town of Bryson CIty
Bryson City WWTP
Swain County
Dear Mr. Callicutt:
A review has been conducted of Bryson City WWTP's self reported WWTP Bypass written 5-Day Report
submitted by Lamar Williams. This review has shown the subject facility to be in violation of the requirements
found in WWTP Permit NCO026557 and/or G.S. 143-215.1(a)(1). The violation that occurred is summarized below.
Area
Violation Date
Description
Violation Type
WWTP Bypass / Bar screens
04/02/2010
WWTP Bypass
Discharge Without Valid Permit
NOV-2010-DV-0215
300,000 Gallons
(Incident # 201001455)
Remedial actions should be taken to correct this problem. The Division of Water Quality is considering
pursuing enforcement action for this violation.
You should address the causes of noncompliance and all actions taken to prevent the recurrence of similar
situations and respond in writing to this office within 10 days of receipt of this letter. If you should have any
questions, please do not hesitate to contact Asheville Regional Staff or Janet Cantwell at 828-296-4500.
Sincerely,
Roger C. Edwards
Surface Water Protection Section Supervisor
Division of Water Quality
Asheville Region
Cc: DWQ Asheville Files
DWQ Central Files
Bob Guerra/ DWQ Enforcement Files
S:\SWP\Swain\Wastewater\Municipal\Bryson City WWTP 26557\NOV-2010-DV-0215.doc
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone]\ FAX: [phone] \ Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
NorthCarolina
Nahm lly

From:
Bai, Bing
To:
Price, Bev
Subject:
RE: Engineer Certification
Date:
Monday, February 4, 2019 2:58:34 PM
Attachments:
image001.Dna
imaoe002.p
Bev,
I believe we never received the Engineer's Certification for this ATC project. The permittee shall
contact the engineering firm for certification, and the certification can be signed and sealed by
another PE from the firm, given the original engineer is no longer with the firm.
Also the PE who signs and seals the certification doesn't have to be fully responsible for the design
and calculations of the project, but he/she will need to provide a statement explaining the situation.
In this case, the old engineer is still reliable for the design and calculations, but the new PE will only
be responsible for the certification part.
Please let me know if this helps.
Thank you.
Bing Bai, Ph.D., Ell
Environmental Engineer
NPDES Complex Permitting
NC DEQ / Division of Water Resources / Water Quality Permitting
919 707 3610
Bina.BaiCa ncdenr.aov
512 North Salisbury St.
1617 Mail Service Center, Raleigh, NC, 27699-1617
unnamed
®❑
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Price, Bev
Sent: Monday, February 4, 2019 2:15 PM
To: Bai, Bing <Bing.Bai @ncdenr.gov>
Subject: Engineer Certification
MEM

I'm in the Asheville Regional Office. I'm checking to see if an Engineer's Certification was ever
received for Permit #026557A04 (AtoC for Town of Bryson City). There is no Event Date in BIMS so
I'm guessing it was not submitted. I believe the engineer is no longer with the firm. Should I have
the permittee contact the engineering firm for certification?
Thanks,
Bev
Bev Price
Environmental Senior Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NC DEQ— Division of Water Resources
828 296-4500 office
bev.price(@ncdenr.gov
Asheville Regional Office
2090 U.S. 70 Highway
Swannanoa, NC 28778
®❑
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.