WQCS00170_Application_20201125

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November 20, 2020
NCDEQ-DWR
RECEIVED
Water Quality Permitting Section NOV 2 s 2020
PERCS UNIT
1617 Mail Service Center NOD /D /R/NPDES
Raleigh,NC 27699-1617
To Whom It May Concern:
Please find attached the System-Wide Wastewater Collection System package for the Town of
Bryson City. Enclosed please find the application(Form: CSA 04-16), Pump Station List, High
Priority Lines List, Annual Budget(updated and approved on 6-15-2020), Capital Improvement
Plan(updated and approved on 11-16-2020), Response Action Plan, Pump Contingency Plan,
and Collection System Maps.
We are currently working with several agencies including McGill Associates and United States
Department of Agriculture to create a new wastewater treatment facility. It has been proposed
that this project consist of two phases: 1) address the inflow and infiltration issues, and 2)build a
new wastewater facility.
If you have any questions or concerns,please feel free to contact me at 828-488-3335 or email
me at [e-mail].
T�ank you,
&- /
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R-4 a Mathis
Town Manager
Mayor Tom Sutton Board of Aldermen Benjamin King,Janine Crisp, Heidi Ramsey-Woodard&Chad Smith
Regina Mathis,Town Manager Fred Moody Jr.,Town Attorney Carla Passmore,Tax Collector Lynn Thomas,Town Clerk
Tom Shook,Public Works Supervisor
In accordance with Federal law and U.S.Department of Agriculture policy,this institution is prohibited from discriminating on the basis of race,color,
national origin,age,disability,religion,sex,and familial status.(Not all prohibited bases apply to all programs). To file a complaint of discrimination,write
USDA,Director,Office of Civil Rights,1400 Independence Avenue,S.W.,Washington,D.0 20250-9410 or call(866)632-9992(English)or(800)877-
8339(TDD)or(866)377-8642(English Federal-relay)or(800)845-6136(Spanish-relay).

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTERWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General—When submitting an application to the Pretreatment,Emergency Response,&Collection Systems(PERCS)Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested
additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
A. Cover Letter
vt Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System (FORM: CSA 04-16)Application:
)1 Submit the completed and appropriately executed System-wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions,attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
Nj Instruction A: Cover Letter
Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary)
0 Instruction D: Delegation Letter(If necessary for signing official)
Section IV.3 Pump Station List
$9 Section IV.4 High Priority Lines List
Section V.4 Annual Budget for Collection System (Updated and Approved)
Section V.6 Capital Improvement Plan(Updated and Approved)
A Section VI.2 Response Action Plan
Section VI.4 Contingency Plan
Section VI.6 Comprehensive Collection System Map
❑ Section VII Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
PERCS UNIT
By U.S. Postal Service: By Courier/Special Delivery:
Attn: PERCS Unit Supervisor 512 N. SALISBURY ST.Suite 925
1617 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27604
RALEIGH,NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5

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I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc): Town of Bryson City
2. Facility Information: Name:Town of Bryson City Collection System Permit No.: WQCS00170
3. Applicant type: ®Municipal ❑ State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name:Regina Mathis per 15A NCAC 02T.0106(b)
Title: Town Manager
5. Applicant's mailing address:PO Box 726
City: Bryson City State:NC Zip:28713
6. Applicant's contact information:
Phone number:[phone] Fax number: [phone] Email address:reginamathis(aibrysoncitync.gov
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Tom Shook
2. Title/Affiliation: Public Works Director
3. Contact's mailing address: PO Box 726
4. City: Bryson City State:NC Zip:28713
5. Contact's information:
Phone number: [phone] Fax number:[phone] Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ®Renewal
2. County System is located in: Swain County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): Town of Bryson City
4. WWTF Permit Number(s): NC0026557
5. What is the wastewater type? 100%Domestic Ior %Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect?❑Yes or®No
6. Wastewater flow: 0.55 MGD(Current average flow of wastewater generated by collection system)(2019 Calendar Year)
7. Combined permitted flow of all treatment plants: .6 MGD
8. ExpIain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system: 3138
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 40(miles)
Force Main 2(miles)
Vacuum Sewer (miles)
Pressure Sewer (miles)
APPLICATION CSA 04-16 Page 3 of 5

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2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building)
Simplex Pump Stations(Serving Multiple Buildings)
Duplex Pump Stations 7
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type(i.e. audible,visual,telemetry,SCADA)
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source(permanent/portable generator,portable pumps)
➢ Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T.0402(2)known to exist in the collection system. Head
the list with"Attachment A for Condition V(4)"and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line(i.e.aerial),material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
Regina Mathis-Town Manager Tom Shook-Public Works Director Travis McCall-Maintenance Supervisor
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Thomas Leslie Shook Certification Number: 989194
Back-Up ORC Name: Travis Wesley McCall Certification Number: 996706
See the"WQCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $284,500
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $5.000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑Yes or Z No
8. Do any satellite systems discharge to this collection system ❑Yes or®No(If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
NA
APPLICATION CSA 04-16 Page 4 of 5

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Vl. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place®Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place?®Yes or❑No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ®Yes or❑No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Compliance? Compliance Compliance
Date Schedule
In process of
I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑No updating 12—18 mo.
ordinances.
I(5)— Grease inspection and enforcement program ®Yes ❑No 12— 18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑No 12—18 mo.
I(8)—Pump station contingency plan ®Yes ❑No 3 mo.
I(9)—Pump station identification signs. ® Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2nd pump is ® Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. ®Yes ❑No 6—12 mo.
II(9)—Response action plan with Items 9(a—h). ®Yes ❑No 3 mo.
III(3)—Comprehensive collection system map ®Yes ❑No 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
NA
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Regina Mathis,Town Manager attest that this application for Town of Bryson City
(Signature Authority's Name&Title from Item 1.4) (Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as wel s civil penalties up to$25,000 per violation.
Signature: Date: /! 020 O L 0
APPLICATION C 04-16 Page 5 of 5

Pump Station List
Town of Bryson City Collection System Permit # WQCS00170
Governor's Island pump station
# 2030 Old River Road (Hwy. 19 North)
Alarm Type: audible, visual, auto — dialer
Pump Reliability: YES
Reliability Source: Permanent generator
Capacity of Station: 220 gpm / 316,800 gpd
Carringer Street pump station
# 47 Carringer Street
Alarm Type: audible, visual, auto — dialer
Pump Reliability: YES
Reliability Source: Permanent generator
Capacity of Station: 250 gpm / 360,000 gpd
Powell Lumber lift station
# 1015 Bryson Walk
Alarm Type: audible, visual, auto —dialer
Pump Reliability: YES
Reliability Source: Permanent generator
Capacity of Station: 540 gpm / 777,600 gpd
Rec. Park lift station
# 30 Rec. Park Drive
Alarm Type: audible, visual, auto — dialer
Pump Reliability: YES
Reliability Source: Portable generator
Capacity of Station: 110 gpm / 158,400 gpd

Lackey Hill lift station
# 25 East Deep Creek Road
Alarm Type: audible, visual
Pump Reliability: YES
Reliability Source: By-pass pump
Capacity of Station: 25 gpm / 36,000 gpd
RV Park lift station
# 10 Happy Hollow Road
Alarm Type: audible, visual
Pump Reliability: YES
Reliability Source: Portable generator
Capacity of Station: 230 gpm / 331,200 gpd
WWTP lift station
# 315 Riverview Road
Alarm Type: audible, visual, auto —dialer
Pump Reliability: YES
Reliability Source: Permanent generator
Capacity of Station: 950 gpm / 1,368,000 gpd
Attachment: Section IV .3
November 2020

High Priority Sewer Lines
Town of Bryson City Collection System Permit #WQCS00170
Powell Lumber Force Main- 4" DI
Lackey Hill Force Main- 4" DI
Campground Force Main- 4" DI
Carringer Street Force Main- 6" PVC
Rec Park Force Main- 6" PVC
Governors Island Force Main- 6" DI
Main from Powell Lumber to NAPA- 16" DI
Main from Sewer Plant to School Bus Garage- 12" Clay
Main crossings under Jenkins Branch- 8" DI
Main crossing under Hwy 19 and R/R tracks (Gov. Island)- 8" DI
Creek crossing at Johnson's Branch (Gov. Island)- 8" DI
Creek crossing Deep Creek above Lackey Hill Lift Station- 8" DI
Main from Naber's to Carringer Street- 8" PVC
Attachment: Section IV.4
November 2020

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Town of Bryson City
Budget, Rates and Fees
Proposed 2020-2021•
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TOWN OF BRYSON CITY
Proposed
FY 2020-2021 Budget Message
May 18,2020
Mayor Tom Sutton and Town Board of Aldermen:
I am pleased to present the proposed 2020-2021 fiscal year budget for your review and
consideration. Although it has been a challenge to predict revenues during this unprecedented
coronavirus(COVED-19)pandemic,the presented budget is balanced as required by the Local
Government Budget and Fiscal Control Act.
As suggested by the North Carolina Rural Water Association(NCRWA),when they completed
our rate study a 3%rate increase to our water and sewer services would allow us to begin
accumulating revenue for projects.This is the third year of increases of a five-year plan.
It is important for the Town to continue pursuing grant funding to repair and replace our aging
water and sewer infrastructure;however,we also need to continue to explore other financial
options for completing major projects.
McGill Associates completed an assessment of the Town's sewer system through a Special
Evaluation Assistance for Rural Communities and Households(SEARCH)grant from the United
States Department of Agriculture(USDA)in the amount of$30,000. The report has been
submitted to North Carolina Department of Environmental Quality(NCDEQ)as part of the
requirement for the moratorium and USDA as part of the requirements of funding. Once both
agencies accept the report,we can begin the initial phase of a new wastewater treatment facility.
The amount has been estimated at$12,000,000.
The Town received two Asset,Inventory, and Assessment grants. One was$95,000 for sewer
and the other was$85,000 for water. McGill Associates has been conducting these studies and
will be preparing a detailed report once completed.The total match from the Town is 5%for each
project which can be an in-kind match.
Budget highlights.
As presented,the 2020-2021 proposed budget is balanced at$3,063,250.
The current ad-valorem tax rate of thirty-five($.35)cents per hundred dollars($100.00)of
valuation is recommended. No tax increase is necessary. The County is conducting a property
tax reevaluation this year to be in effect in the 2021 tax year. As a reminder,we will need to look
at re-evaluating our tax rate next year.
There is a significant decrease in the General Fund revenues this year due to projections
associated with COVID-19. Several sources of revenue were decreased but the largest was a 30%
decrease in expected local sales tax. After speaking with several other town managers in our
region,there was a range of 15-30%decrease in their projections of sales tax revenue. We could
also see a reduction in the collection rate of property taxes which was decreased by
approximately 3.5%.

There was no increase in garbage rates for the 2019-2020 year;therefore,this year we increased
residential garbage from$11.00 to$11.50 and commercial and industrial rates from $26.00 to
$27.00.
General Fund
The general fund revenue for 2020-2021 is expected to be$1,613,250.
Water and Sewer
The enterprise fund revenue for 2020-2021 is expected to be$1,450,000.
The Town's base rate charges for water and sewer services are far more predictable and less
susceptible to market declines.The proposed budget recommends a 3%increase in base rates for
both water and sewer.An inside residential base rate would increase from$14.32 to$14.75 ($.86
more per month).An inside commercial base rate would increase from$24.08 to$24.80 ($1.44
more per month).An outside residential base rate would increase from$28.64 to$29.50($1.72
more per month).An outside commercial base rate would increase from$48.11 to$49.56($2.90
more per month). A 3%increase in our usage fee,would result in rates going from$2.76 to
$2.84 per 1000 gallons of water used for inside city limits and from $3.08 to$3.17 per 1000
gallons of wastewater used for inside city limits. Outside usage rates would increase from $5.41
to$5.57 per 1000 gallons of water used and$6.05 to$6.23 per 1000 gallons of wastewater used.
A detailed list of all proposed utility charges and fees are attached in the Town of Bryson City
Fee Schedule for 2020-2021.
Personnel
I am proposing an approximately 3%cost of living raise for employees. We raised the starting
pay on all Positions from $10.00/hour to$11.00/hour. Also,due to the inequity this created,I
proposed a 7%increase to employees in the$11.00-$12.00/hour range.
This year's budget also includes a full-time fire department employee with salary and benefits
including insurance,retirement,FICA, and Worker's Compensation of$67,850.
Retirement Rates:
Retirement rates will continue to climb over the next 2 years in order to address the funding
shortfall expected in the future as follows:
Effective Date Non-LEO/Local Firefighter Base Rate LEO Base Rate
July 1,2020 10.15% 10.90%
July 1,2021 11.35% 12.10%
Insurance Rates:
The Town's vision and basic life rates through the NC League remain the same while our dental
rates increased from$30.00 per month for each employee to$31.00. Employee health insurance
has increased slightly from$747.12 to$749.76 per month. The employee portion of insurance
premium will increase from$15.00 per pay period to$20.00 per pay period.
Capital Outlay:
Police Department-$2,700 radar unit
Public Lands-$20,000 fencing around 2 water tanks and gravel and culvert at WWTP
Wastewater Plant-$20,000 repair the return on the aeration tank

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Water Plant-$20,000 SCADA computer upgrade and pH meter
Distribution-$10,500 clean tank
Sewer Equipment-$5,000 pumps
Debt Service:
All debt service payments are budgeted, as required by State law.Enterprise debt service
principal and interest is budgeted at$265,500.
Reserve Funds
The current N.C. Capital Management Trust Balances are as follows:
2019-2020 2020-2021
General Fund Balance: $990,526.09 $775,028.12
Capital Reserve Balance: $252,900.00 $252,900.00
Total $1,243.426.09 $1,027,928.12
Closing Comments:
To conclude,I would like to thank Town Administrative Staff and each department head for their
hard work and assistance during the formation of the proposed budget. It is very exciting to
implement projects that will enhance the lives of our Bryson City citizens and visitors.
Sincerely,
Re i Mathis
Tow Manager/Finance Officer
Town of Bryson City

TOWN OF BRYSON CITY
2020-2021
GENERAL FUND
2020-2021 MOD#0 2020-2021
TOTAL REVENUES $ 1,613,250.00 $ 1,613,250.00
EXPENSES $ -
GOVERNING BOARD $ 23,050.00 $ 23,050.00
ADMINISTRATION $ 214,475.00 $ 214,475.00
ELECTIONS $ -
LEGAL, FIN., PLANNING $ 8,600.00 $ 8,600.00
PUBLIC BUILDINGS $ 70,400.00 $ 70,400.00
POLICE DEPARTMENT $ 612,200.00 $ 612,200.00
FIRE DEPARTMENT $ 227,350.00 $ 227,350.00
STREET DEPARTMENT $ 134,750.00 $ 134,750.00
SANITATION DEPARTMENT $ 180,950.00 $ 180,950.00
PUBLIC LANDS $ 62,975.00 $ 62,975.00
NON-DEPARTMENTAL $ 78,500.00 $ 78,500.00
TOTAL EXPENSES $ 1,613,250.00 $ - $ 1,613,250.00
BALANCE $ - $ -
WATER &SEWER
TOTAL REVENUES $ 1,450,000.00 $ 1,450,000.00
EXPENSES $ -
GOVERNOR ISLAND $ 8,950.00 $ 8,950.00
PLANT OPERATION $ 502,550.00 $ 502,550.00
COLLECTION/DISTRIBUTION $ 614,500.00 $ 614,500.00
NON-DEPARTMENTAL $ 324,000.00 $ 324,000.00
OTHER $ -
TOTAL EXPENSES $ 1,450,000.00 $ - $ 1,450,000.00
BALANCE $ - $ -
BUDGET 2020-2021 DATE:
.410..Or•-- 4q(4-9) -lt->t7\------.
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CLERK MAYOR

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TOWN OF BRYSON CITY
2020-2021
DATE:Approved on GENERAL FUND
REVENUES MOD#0
2020-2021 2020-2021
103010.0000 TAXES PRIOR $ 1,000.00 $ 1,000.00
103010.2019 2019-2020 TAXES $ 8,000.00 $ 8,000.00
103010.2020 2020-2021 TAXES $ 482,700.00 $ 482,700.00
103140.0100 FINANCING $ -
103140.0200 TRANSFERS $ -
103170.0000 PENALTIES& INTEREST $ 3,000.00 $ 3,000.00
103190.0200 CONTRIBUTION FIRE $ 10,000.00 $ 10,000.00
000,00
103250.0100 CAR TAXES $ 32,000.00 $ 32,000,00
103310.0000 PERMIT FEES $ 300.00 $ 300.00
103340.0000 FIRE POT. FEES-SWAIN COUNTY $ 40,000.00 $ 40,000.00
103345.0000 STREET TREE DONATIONS $ -
103350.0000 MISCELLANEOUS - $ 3,000.00 $ 3,000.00
103350,0200 LEASE REVENUE $ 77,000.00 $ 77,000.00
103360.0000 INTEREST INCOME $ 9,000.00 $ 9,000.00
103370.0000 UTILITY FRANCHISE $ 150,000.00 $ 150,000.00
103390.0000 SOLID WASTE DESPOSAL TAX $ 600.00 $ 600.00
103400.0000 IN LIEU OF TAXES(TVA) $ 7,000.00 $ 7,000.00
103430.0000 POWELL BILL I _$ 44,000.00 $ 44,000.00
103450.0000 LOCAL OPTION SALES TAXES $ 279,400.00 $ 279,400.00
103460.0000 BEER&WINE SALES TAX $ 7,000.00 $ 7,000.00
103470.0000 ABC DIVIDENDS $ 198,000.00 $ 198,000.00
103500.0000 GRANTS 36,000.00 $ 36,000.00
$
103500.0200 FEMA SAFER GRANT-FIRE DEPT $ 50,000.00 $ 50,000.00
103510.0000 FACILITY FEES(COURTS) $ 100.00 $ 100.00
103670.0000 SALES TAX REFUNDS $ 10,000.00 $ 10,000.00
103670.0100 GARBAGE FEE $ 165,000.00 $ 165,000.00
103710.5000 BULK GARBAGE REMOVAL FEE $ 150.00 $ 150.00
103770.0000 SALE OF FIXED ASSETS $ -
APPROPRIATED FUND BALANCE $ -
TOTAL REVENUES $ 1,613,250.00 $ - $ 1,613,250.00
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TOWN OF BRYSON CITY
EXPENSES MOD#0
2020-2021 2020-2021
GOV. BO4RD
104100.0100 SALARIES $ 15,850.00 $ 15,850.00
FICA $ 1,250.00 $ 1,250.00
104100.0200 GROUP INSURANCE $ 2,350.00 $ 2,350.00
RETIREMENT $ -
104100.0300 MISCELLANEOUS $ 1,000.00 $ 1,000.00
104100.0800 WIC $ 100.00 $ 100.00
104100.1400 TRAVEL- $ 2,500.00 $ 2,500.00
OTHER $ -
TOTAL GOV. BOARD $ 23,050.00 $ - $ 23,050.00
ADMINISTRATIVE MOD#0
2020-2021 2020-2021
104200.0200 SALARIES $ 124,000.00 $ 124,000.00
104200.0400 PROF. SERVICES $ 3,700.00 $ 3,700.00
104200.0500 FICA $ 9,500.00 $ 9,500.00
104200.0600 GROUP INS $ 29,000.00 $ 29,000.00
104200.0700 RETIREMENT $ 12,600.00 $ 12,600.00
104200.0800 W/C _ $ 1,750.00 $ 1,750.00
104200.1100 TELEPHONE AND POSTAGE $ 16,000.00 $ 16,000.00
104200.1200 PRINTING $ 300.00 $ ' 300.00
104200.1400 TRAVEL AND SCHOOL $ 525.00 $ 525.00
104200.1600 M&R-EQUIPMENT $ 500.00 $ 500.00
104200.2300 LEASE PAYMENTS $ 6,800.00 $ 6,800.00
104200.2600 ADVERTISEMENT $ 800.00 $ 800.00
104200.3300 SUPPLIES $ 2,500.00 $ 2,500.00
104200.5300 DUES&SUBSCRPTIONS $ 6,000.00 $ 6,000.00
104200.5700 MISCELLANEOUS $ 300.00 $ 300.00
104200.6000 BANK CHARGES $ 200.00 $ 200.00
104200.7400 CAPITAL OUTLAY $ -
TOTAL ADMINISTRATIVE $ 214,475.00 $ - $ 214,475.00
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ELECTION EXPENSE MOD#0
2020-2021 2020-2021
104300.0200 SALARIES $ -
104300.0400 PROFESSIONAL SERVICES $ -
104300.0500 FICA $ -
104300.0600 GROUP INSURANCE $ -
104300.0700 RETIREMENT $ -
W/C $ -
104300.1200 PRINTING $ -
104300.2600 ADVERTISEMENT $ -
104300.3300 SUPPLIES $ -
104300.5700 MISCELLANEOUS $ -
OTHER $ -
TOTAL ELECTION $ - $ - $ -
FINANCE, PLANNING&LEGAL MOD#0
2020-2021 2020-2021
104400.0000 FINANCE EXPENSES $ -
104400.0400 PROFESSIONAL SERVICES $ 1,500.00 $ 1,500,00
104400.1400 TRAVEL _ $ -
104400.2600 MISCELLANEOUS $ -
104400.5300 DUES&SUBSCRIPTIONS $ 100.00 $ 100.00
104700.0000 LEGAL EXPENSE-TAXES $ 1,000.00 $ 1,000.00
104700.0400 PROFESSIONAL SERVICES $ 6,000.00 $ 6,000.00
104700.2500 PLANNING BOARD $ -
OTHER $ -
i
TOTAL FIN., PLANNING, L $ 8,600.00 $ - $ 8,600.00
_ I
PUBLIC BUILDINGS MOD#0
2020-2021 2020-2021
105000.0200 SALARIES $ 27,600.00 $ 27,600.00
105000.0400 PROFESSIONAL SERVICES $ -
105000.0500 FICA $ 2,150.00 $ 2,150.00
105000.0600 GROUP INSURANCE $ 9,650.00 $ 9,650.00
105000.0700 RETIREMENT $ 2,850.00 $ 2,850.00
105000.0800 W/C $ 1,350.00 $ 1,350.00
105000.1300 UTILITES-FIRE $ 6,000.00 $ 6,000.00
105000.1500 M &R FIRE $ 2,000.00 $ 2,000.00
105000.1600 M &R POLICE $ 4,000.00 $ 4,000.00
105000.1700 UTILITES-POLICE $ 4,000.00 $ 4,000.00
105000.3300 SUPPLIES $ 1,500,00 $ 1,500.00
105000.3600 M &R-ADMIN $ 500,00 $ 500.00
105000.3700 TELEPHONE&POSTAGE $ 2,000.00 $ 2,000.00
105000.3800 UTILITIES-ADMIN. $ 6,000.00 $ 6,000.00
105000.3900 MISCELLANEOUS $ 800.00 $ 800.00
105000.7400 CAPITAL OUTLAY $ -
TOTAL PUBLIC BUILDING $ 70,400.00 $ - $ 70,400.00

i
POLICE DEPARTMENT -MOD#0 i
2020-2021 2020-2021 I
105100.0200 SALARIES $
323,500.00 $ 323,500.00
105100.0300 OVERTIME $ 18,000.00 $ 18,000.00
105100.0400 PROFESSIONAL SERVICES/SCREE $ 3,000,00 $ 3,000.00
105100.0500 FICA I $ 25,000.00 $ 25,000.00
105100.0600 GROUP INSURANCE $ 77,000.00 $ 77,000.00
105100.0700 RETIREMENT-POLICE $ 50,300.00 $ 50,300.00
105100.0750 SEPERATION ALLOWANCE $ 11,100.00 $ 11,100.00
105100.0800 W/C I $ 8,700.00 $ 8,700.00
105100.1100 TELEPHONE& POSTAGE $ 16,000.00 $ 16,000.00
105100.1400 TRAVEL&SCHOOL $ 1,500.00 $ 1,500.00
105100.1600 M &R-RADIO $ 1,500.00 $ 1,500.00
105100.1700 M &R-AUTO $ 8,000.00 $ 8,000.00
105100.2100 MISCELLANEOUS $ 1,000.00 $ 1,000.00
105100.2300 SUPPLIES-OFFICE $ 1,500.00 $ 1,500.00
105100.2400 LEASE PAYMENT I $ 6,000.00 $ 6,000.00
105100.3100 GAS,OIL,TIRES,ECT. $ 18,000.00 $ 18,000.00
105100.3300 SUPPLIES-POLICE $ 3,500.00 $ 3,500.00
105100.3600 UNIFORMS $ 3,000.00 $ 3,000.00
105100.4000 DISPATCH/PIN $ 32,400.00 $ 32,400.00
105100.5000 M &R-.EQUIPMENT $ 500.00 $ 500.00
105100.5800 CAPITAL OUTLAY $ 2,700.00 $ 2,700.00
TOTAL POLICE $ 612,200.00 $ - $ 612,200.00
MOD#0
FIRE&RESCUE 2020-2021 2020-2021
105300.0200 SALERIES $ 46,350.00 $ 46,350.00
105300.0500 FICA $ 3,600.00 $ 3,600.00
105300.0600 INSURANCE $ 9,650.00 $ 9,650.00
105300.0700 RETIREMENT $ 4,750.00 $ 4,750.00
105300.0800 W/C $ 3,500.00 $ 3,500.00
105300.1400 SCHOOL&TRAVEL $ 1,000.00 $ 1,000.00
105300.1500 SUPPLIES-FIRST RESP $ 1,000.00 $ 1,000.00
105300.1600 M &R RADIO-EQUIP $ 10,000.00 $ 10,000.00
105300.1700 M &R VEHICLES I $ 7,000.00 $ 7,000.00
105300.2300 SUPPLIES-OFFICE-MAINTENANCE $ 700.00 $ 700.00
105300.3100 GAS,OIL,TIRES,ECT. $ 3,500.00 $ 3,500.00
105300.3300 SUPPLIES FIRE $ 7,000.00 $ 7,000.00
105300.3600 UNIFORMS $ 800.00 $ 800.00
105300.4000 FIRE MARSHALL $ 17,000.00 $ 17,000.00
105300.5300 DUES&SUBSCRIPTIONS $ -
105300.5700 MISCELLANEOUS $ 500.00 $ 500.00
105300.7400 CAPITAL OUTLAY $ -
105300.9100 PROFESSIONAL SERVICES $ -
105300.9150 FEMA GRANT DISBURSEMENTS $ 50,000.00 $ 50,000.00
105300.9200 FIRE GRANT $ 36,000.00 $ 36,000.00
105300.9300 FIRE DEPARTMENT EXPENSES $ 25,000.00 $ 25,000.00
TOTAL FIRE& RESCUE $ 227,350.00 $ - $ 227,350.00

MOD#0
STREET DEPARTMENT 2020-2021 2020-2021
105600.0200 SALARIES $ 13,800.00 $ 13,800.00
105600.0400 PROFESSIONAL SERVICES $ -
105600.0500 FICA $ 1,100.00 $ 1,100.00
105600.0600 GROUP INSURANCE $ 4,850.00 $ 4,850.00
105600.0700 RETIREMENT $ 1,400.00 $ 1,400.00
105600.0800 W/C $ 700.00 $ 700.00
105600.1300 STREET LIGHTS • $ 43,000.00 $ 43,000.00
105600.1400 CHRISTMAS LIGHTS $ -
105600.1600 M &R EQUIPMENT $ 1,500.00 $ 1,500.00
105600.1700 M &R VEHICLE $ 500.00 $ 500.00
105600.3100 GAS,OIL,TIRES,ECT. $ 2,000,00 $ 2,000.00
105600.3300 DEPT SUPPLIES $ 2,000.00 $ 2,000.00
105600.3500 GRAVEL $ 1,500.00 $ 1,500.00
105600.3600 TELEPHONE $ 700.00 $ 700.00
105600.4600 NCDOT-ENHANCEMENT $ -
105600.5700 MISCELLANEOUS $ 200.00 $ 200.00
105600.7400 CAPITAL OUTLAY $ -
105600.7500 SIDEWALKS $ 7,000.00 $ 7,000.00
105700.0000 POWELL BILL $ -
105700.0400 ENGINEERING $ -
105700.4200 PAVING&RESURFACING $ 50,000.00 $ 50,000.00
105700.4300 CURBS&GUTTERING $ -
105700.4400 MAINTENANCE&REPAIRS $ 500.00 $ 500.00
105700.4600 CONTRACT WORK $ 3,000.00 $ 3,000.00
105700.4900 TRAFFIC CONTROL $ -
105700.7400 CAPITAL OUTLAY-NEW STREETS $ -
105700.7500 SNOW &ICE REMOVAL $ 1,000,00 $ 1,000.00
TOTAL STREETS $ 134,750.00 $ - $ 134,750.00
SANITATION MOD#0
2020-2021 2020-2021
105800.0000 SALARIES $ 103,000.00 $ 103,000.00
105800.0500 FICA $ 7,900.00 $ 7,900.00
105800.0600 GROUP.INSURANCE $ 38,500.00 $ 38,500.00
105800.0700 RETIREMENT $ 10,500.00 $ 10,500.00
105800.0800 W/C $ 5,050.00 $ 5,050.00
105800.1600 M&R EQUIPMENT $ 500.00 $ 500.00 .
105800.1700 M &R TRUCK $ 4,000.00 , $ 4,000.00
105800.3100 GAS,OIL,TIRES,ECT. $ 7,000.00 $ 7,000.00
105800.3300 SUPPLIES $ 800.00 $ 800.00
105800.3600 TELEPHONE $ 1,000.00 $ 1,000.00
105800.5700 MISCELLANEOUS. $ 700.00 $ 700.00 ,
105800.5800 STATE FEES $ 2,000.00 $ 2,000.00
105800.7400 CAPITAL OUTLAY $ -
TOTAL SANITATION $ 180,950.00 $ - $ 180,950.00
1

,
PUBLIC LANDS MOD#0
2020-2021 2020-2021
$ 25,000.00
106400.0200 SALARIES $ 25,000.00 $ -
106400.0400 PROFESSIONAL SERVICES
106400.0500 FICA $ 1,950.00 $ 1,950.00
106400.0600 GROUP INSURANCE $ 9,650.00 $ 9,650.00
106400.0700 RETIREMENT $ 2,550.00 $ 2,550.00
106400.0800 W/C $ 1,225.00 $ 1,225.00
106400.1500 M &R BUILDINGS&GROUNDS $ 300.00 _ $ 300.00
106400.1600 M &R EQUIPMENT $ 700.00 $ 700.00
106400.3300 GAS,OIL,TIRES,ECT. ' $ 500.00 $ 500.00
106400.3600 SUPPLIES $ 800.00 ' $ 800.00
106400.5700 MISCELLANEOUS $ 300.00 $ 300.00
106400.7400 CAPITAL OUTLAY $ 20,000.00 $ 20,000.00
TOTAL PUBLIC LANDS $ 62,975.00 $ - $ 62,975.00
NON-DEPARTMENTAL MOD#0
2020-2021 2020-2021
106600.0500 AUDIT . $ 16,000.00 $ 16,000.00
106600.0600 COMPUTER SERVICES $ 7,500.00 $ 7,500.00
106600.0900 UNIFORMS I $ 6,000.00 $ 6,000.00
106600.5400 GENERAL INSURANCE $ 29,000.00 $ 29,000.00
106600.5700 MISCELLANEOUS I $ -
106600.5800 CAPITAL RESERVE $ -
106900.2000 APPROPRIATION TO LIBRARY $ 10,000.00 $ 10,000.00
106900.2300 SPECIAL APPROPRIATIONS $ 10,000.00 $ 10,000.00
107000.0100 DEBT SERVICE-PRINCIPAL $ -
107000.0200 DEBT SERVICE-INTEREST $ -
109800.0000 GENERAL FUND CONTINGENCY $ -
109870.0000 FUNDS TRANSFER $ -
109880.0000 TRANSFER TO RESERVES $ -
109800.1000 TRANSFER TO CAPITAL RESERVES $ -
TOTAL NON-DEPARTMEI\ $ 78,500.00 $ - $ 78,500.00
- i
TOTAL EXPENSES $ 1,613,250.00 $ - $ 1,613,250.00
TOTALS $ - $ - $ -

,
TOWN OF BRYSON CITY
2020-2021
DATE: Approved on
I MOD#0
2020-2021 2020-2021
REVENUES
303670.0000 INTEREST $ 5,000.00 $ 5,000.00
303670.0100 LAB INCOME $ 6,000.00 $ 6,000.00
303670.0200 SALES TAX REFUND $ 25,000.00 $ 25,000.00
303670.0300 OTHER $ 24,000.00 $ 24,000.00
303670.0400 DUMPING FEE $ -
303710.0000 WATER INCOME $ 780,000.00 $ 780,000.00
303710.0100 SEWER INCOME $ 580,000.00 $ 580,000.00
303710.0200 GOVERNOR ISLAND SEWER $ 8,000.00 $ 8,000.00
303710.0400 DISCONNECT/RECONNECT FEE $ 2,000.00 $ 2,000.00
303710.0700 CONTRIBUTIONS/FINANCING $ -
303730.0000 TAPPING FEE 1 $ 20,000.00 $ 20,000.00
303810.0000 SALE OF MATERIALS/FIXED ASSETS $ -
303910.0000 GRANTS- USDA SEARCH $ -
303920.0000 TRANSFERS $ -
TOTAL REVENUES $ 1,450,000.00 $ - $ 1,450,000.00
EXPENSES
GOVERNOR ISLAND MOD#0
2020-2021 2020-2021
306600.0000 SALARIES $
306600.0500 FRINGE BENEFITS $ -
306600.0600 TELEPHONE $ 1,500.00 $ 1,500.00
306600.0700 UTILITES, FUEL $ 1,500.00 $ 1,500.00
306600.0800 M&R BUILDING, GROUNDS $ 500.00 $ 500.00
306600.5600 M&R PUMPS, LINES $ 5,000.00 $ 5,000.00
306600.9000 SUPPLIES $ 450.00 $ 450.00
306600.9100 OTHER $ -
306600.98 00 CAPITAL OUTLAY
$ -
TOTAL NON-DEPARTMENTAL $ 8,950.00 $ - $ 8,950.00

MOD#0
WATER&SEWER PLANTS 2020-2021 2020-2021
307100.0200 SALARIES $ 137,050.00 $ 137,050.00
307100.0500 FICA $ 10,500.00 $ 10,500.00
307100,0600 GROUP INSURANCE $ 38,500.00 $ 38,500.00
307100.0700 RETIREMENT $ 14,000.00 $ 14,000.00
307100.0800 W/C -` $ 3,800.00 $ 3,800.00
307100.1000 TELEPHONE&POSTAGE-SEWER $ 500.00 $ 500.00
307100.1100 TELEPHONE&POSTAGE -WATER $ 2,500.00 $ 2,500.00
307100.1200 UTILITIES-SEWER $ 42,000.00 $ 42,000.00
307100.1300 UTILITIES-WATER $ 50,000.00 $ 50,000.00
307100.1400 TRAINING &TRAVEL-SEWER $ 300.00 $ 300.00
307100.1500 TRAINING &TRAVEL-WATER $ 1,000.00 $ 1,000.00
307100.1600 M&R WATER $ 6,000.00 $ 6,000.00
307100.1700 M&R SEWER $ 5,000.00 $ 5,000.00
307100.2000 PROFESSIONAL SERVICES-SEWER $ 45,000.00 $ 45,000.00
307100.2100 CONTRACT WORK-SEWER $ 25,000.00 $ 25,000.00
307100.2200 PROFESSIONAL SERVICES-WATER $ 4,500.00 $ 4,500.00
307100.2300 CONTRACT WORK-WATER $ 1,500.00 $ 1,500.00
307100.2400 AUTO REPAIR-SEWER PLANT $ 300.00 $ 300.00
307100.2600 AUTO REPAIR-WATER PLANT $ 800.00 $ 800.00
307100.3100 GAS,OIL.TIRES-SEWER $ 700.00 $ 700.00
307100.3200 GAS, OIL, TIRES-WATER $ 800.00 $ 800.00
307100.3300 CHEMICALS-SEWER $ 30,000.00 $ 30,000.00
307100.3400 SUPPLIES-SEWER $ 5,000,00 $ 5,000.00
307100.3500 CHEMICALS-WATER $ 25,000,00 $ 25,000.00
307100.3600 LAB SUPPLIES-WATER $ 8,000.00 ' $ 8,000.00
307100.3700 SUPPLIES-WATER $ • 1,500.00 $ 1,500.00
307100.5300 DUES & PERMITS-SEWER $ 1,000.00 $ 1,000.00
307100.5400 DUES &PERMITS-WATER $ 1,500.00 $ 1,500.00
307100.5700 MISCELLANEOUS-SEWER $ 300.00 $ 300.00
307100.5800 MISCELLANEOUS-WATER $ 500.00 $ 500.00
307100.7300 CAPITAL OUTLAY-SEWER $ 20,000.00 $ 20,000.00
307100.7400 CAPITAL OUTLAY-WATER $ 20,000.00 $ 20,000.00
TOTAL W &S PLANTS $ 502,550.00 $ - $ 502,550.00

.
MOD#0
COLLECTION & DISTRIBUTION
2020-2021 2020-2021
308100.0200 SALARIES $ 276,000.00 $ 276,000.00
308100.0400 PROFESSIONAL SERVICES $ 1,700.00 $ 1,700.00
308100.0500 FICA $ 21,200.00 $ 21,200.00
308100.0600 GROUP INSURANCE $ 72,250.00 $ 72,250.00
308100.0700 RETIREMENT $ 28,250.00 $ 28,250.00
308100.0800 W/C $ 5,400.00 _ $ 5,400.00
308100.1000 MISCELLANEOUS $ 1,200.00 $ 1,200.00
308100.1100 TELEPHONE&POSTAGE $ 18,000.00 $ 18,000.00
308100.1300 UTILITIES $ 35,000.00 $ 35,000.00
308100.1400 TRAVEL&TRAINING $ 1,000.00 $ 1,000.00
308100.1500 M &R BUILDINGS &GROUNDS $ 1,500.00 $ 1,500.00
308100.1500 M &R-EQUIPMENT $ 8,000.00 $ 8,000.00
308100.1600 M &R-VEHICLES $ 2,500.00 $ 2,500.00
308100.1800 COLLECTION $ 30,000.00 $ 30,000.00
308100.1900 DISTRIBUTION $ 40,000.00 $ 40,000.00
308100.2300 WATER METERS $ 25,000.00 $ 25,000.00
308100.2400 FIRE HYDRANTS $ 5,000.00 $ 5,000.00
308100.2600 ADVERTISING $ 500.00 $ 500.00
308100.3100 GAS,OIL,TIRES,ECT. $ 13,000,00 $ 13,000.00
308100.3300 SUPPLIES GENERAL $ 4,000.00 $ 4,000.00
308100.3500 GRAVEL $ 3,500.00 $ 3,500.00
308100.5300 DUES&SUBSCRIPTIONS $ 3,000.00 $ 3,000.00
308100.5800 CONTRACT WORK $ 3,000.00 $ 3,000.00
308100.7300 CAPITAL OUTLAY-WATER $ 10,500.00 $ 10,500.00
308100.7350 CAPITAL OUTLAY-SEWER $ -
308100.7500 CAPITAL OUTLAY $ 5,000.00 $ 5,000.00
TOTAL DISTRIB./COLL. $ 614,500.00 $ - $ 614,500.00
T
OTHER MOD#0
2020-2021 2020-2021
309000.0000 BOND DEBT SERVICE-PRINCIPAL $ 43,000.00 $ 43,000.00
309000.0050 BOND DEBT SERVICE- INTEREST $ 40,000.00 $ 40,000.00
309000.0100 DEBIT SERVICE $ 182,500.00 $ 182,500.00
309000,0200 CONTINGENCY $ -
309000.0500 AUDIT $ 16,000.00 $ 16,000.00
309000.0600 COMPUTER SERVICE $ 7,500.00 $ 7,500,00
309000.0900 UNIFORMS $ 6,000.00 $ 6,000.00
309000.5400 GENERAL INSURANCE $ 29,000.00 $ 29,000.00
309800.2000 TRANSFERS TO CAPITAL RESERVE $ -
309990.0000 DEBIT SERVICE S $ -
309990.0100 DEBT SETOFF REVENUE $ -
TOTAL OTHER $ 324,000.00 $ - $ 324,000.00
TOTAL EXPENSE $ 1,450,000.00 $ - $ 1,450,000.00
TOTAL $ - $ - $ -

•
TOWN OF BRYSON CITY
SPECIAL APPROPRIATIONS
2020-2021
DATE: MOD 0
2019-2020 2020-2021
SMOKY MT.THEATER $500,00
SWAIN COUNTY RESCUE SQUAD
NEW CENTURY SCHOLARS $1,000.00
FREEDOM FEST $500.00
JULY 4TH CELEBRATION $500.00
SAFE PROGRAM $1,000.00
P,A.W.S.
SWAIN CLEAN $1,000.00
OTHER $500.00
SWAIN CANCER SUPPORT $500.00
RENEW BRYSON CITY $500.00
THE GIVING SPOON $1,000.00
TOTAL $7,000.00 $10,000.00

• Town of Biyson City
Effective July 1,2020
INSIDE CITY LIMITS RATES
CATEGORY WATER ONLY SEWER ONLY W&S GARBAGE ,
Residential $14.75 $14.75 $29.50 $11.50
Commercial $24.80 $24.80 $49.60 $27.00
Industrial $33.98 $33.98 $67.96 $27.00
Usage Schedule
Water$2.84 per$1,000 gallons used
Wastewater$3.17 per 1,000 gallons used
Unmetered wastewater usage set by 15A NCAC 02T.0114 2006 ..
OUTSIDE CITY LIMITS RATES
CATEGORY WATER ONLY SEWER ONLY W&S
Residential $29.50 $29.50 $59.00
Commercial $49.56 $49.56 $99.12
Industrial $67.97 $67.97 $135.94
Usage Schedule
Water$5.57 per$1,000 gallons used
Wastewater$6.23 per 1,000 gallons used
Unmetered wastewater usage set by 15A NCAC 02T.0114 2006
SEWER TAP FEES
*4 inch and larger—flat rate,plus cost of accessories
CATEGORY INSIDE CITY LIMITS OUTSIDE CITY LIMITS
4 INCI-I $1,150.00 $2,300.00
6 INCH $1,700.00 $3,400.00
8 INCH $2,500,00 $5,000.00
WATER TAP FEES
*2 inch and larger—flat rate,plus cost of meter and accessories
CATEGORY INSIDE CITY LIMITS OUTSIDE CITY LIMITS
3/4 INCH $1,150.00 $2,300.00
1 INCH $1,810.00 $3,620.00
2 INCH $2,500.00 $5,000.00
4 INCH $3,850.00 $7,700.00
6 INCH $5,430.00 $10,860.00
If customers opt to have a 2 inch or greater water tap,customer is responsible for appropriate cost of meter. In
addition,if you are required or opt to have fire protection,you will pay the required cost of a compound meter.
The Town of Bryson City's standard meters are Master Meter for 3/4x5/8"and 1". Meters that are 2"and
larger including compound meters are Octave meters. The cost to relocate services at the customer's request
will be paid by the customer.

i
•
Additional Fees: Inside Outside
Concrete/Pavement open cut and repair Cost+15% Cost+20%
Rock Excavation Cost+15% Cost+20%
Other Specialty work including boring,jacking, cost+15% Cost+20%
directional drill
If you are a sewer user with the Town and you are operating a food service establishment you MUST install and
maintain a grease trap in your sewer system. This system must be approved by the Town of Bryson City prior
to receiving sewer service.
*According to Ordinance 51.09(C)if an owner needs bulk collection;they must contact the town hall to
schedule the pick-up and pay a fee. The fee will be$15 per large item.
•
•

•
2020-2021
SETUP FEES & PENALTIES
DEPOSITS FOR NEW ACCOUNTS: All new accounts require the following deposits:
All new residential accounts within the city limits $75.00
All new commercial accounts within the city limits $100.00
All new residential accounts outside the city limits $125.00
All new commercial accounts outside the city limits $150.00
Effective July 1, 2019
MINIMUM CHARGES: Monthly minimum charges in effect for water, sewer& garbage
regardless of usage.
LATE FEE: Late fees of 10% will be added to all current bills not paid in full by the 20t1' of each
month at 5:00 pm.
Effective November 4, 1996
RECONNECTION FEE: $50.00 charge for all reconnects.
RETURNED CHECKS: All returned checks will be charged a$25.00 fee.
Sign Permits
PERMANENT SIGNS: $50.00 per sign
TEMPORARY SIGNS: $25.00 per sign (14 Day)
SIGNS: $10.00per sign
SANDWICH BOARD g
Effective July 1, 2019
Miscellaneous Fees
POTABLE WATER: $100.00 service fee per connection, plus double the current outside city
limits commercial rate per 1000 gallons of water obtained.
Effective October 20, 2008
SWIMMING POOLS: Filling a swimming pool within the fire district requires a$100.00
service fee,plus current rates per 1,000 gallons for inside and outside city limits, and a$3.00 per
mile fuel charge. All payments due before delivery.

.
•
Effective June 4, 2012
WATER TESTING: Presence of Ecoli/Fecal Coliform$35.00 per test.
Quantitive Testing for Ecoli/Fecal Coliform$55.00 per test.
Effective July 1, 2019
ADMINISTRATION: Copies: $.15 per page/Audio Information on CD: $8.00
ABC Permit Processing Fee: $50 (Effective July 1,2019)
BULK GARBAGE ITEMS: $15 per large item
Any large item that will not fit into a garbage container or a garbage bag. Ex. Refrigerator,
stove,washer, dryer, couch, etc.
Effective July 1, 2020

S
WASTEWATER COLLECTION AND TREATMENT
SYSTEMS CAPITAL IMPROVEMENTS PLAN
TOWN OF BRYSON CITY
SWAIN COUNTY, NORTH CAROLINA
J
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Communities
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WASTEWATER COLLECTION AND TREATMENT
SYSTEMS CAPITAL IMPROVEMENTS PLAN
TOWN OF BRYSON CITY
SWAIN COUNTY, NORTH CAROLINA
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Knoxville, TN 37921 11/16/2020
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NC Firm License No.: C-0459
NOVEMBER 2020
PROJECT NO. 19.06004

,
TABLE OF CONTENTS
PROPOSED SEWER SYSTEM IMPROVEMENTS 1
S-1 Island Street Sewer Line Replacement 1
S-2 Powell Lumber West Lift Station Sewer Line Replacement 3
S-3 Ramseur Street Sewer Line Replacement 4
S-4 Mitchell Street/Bryson Street/Everett Street Sewer Line Replacement 5
S-5 River Street/Everett Street/Thomas Alley/Slope Street Sewer Line Replacement 6
S-6 Airport Hill/Lemons Branch/Bryson Walk Sewer Line Replacement 7
S-7 Carringer Street Sewer Line Replacement 9
S-8 Wastewater Treatment Plant Improvements 9
S-9 East Deep Creek Lift Station Improvements 9
S-10 US-19 Sewer Line Replacement 10
S-11 Fontana Road Sewer Line Replacement 10
S-12 Recreation Park Lift Station Improvements 10
PRIORITIZATION SCHEDULE 11
TABLES
TABLE 1: PHASE 1 USDA-RD WASTEWATER SYSTEM IMPROVEMENTS COST ESTIMATE 8
TABLE 2: PRIORITIZATION SCHEDULE 11
FIGURES
FIGURE 1: S-1 ISLAND STREET 2
FIGURE 2: S-2 POWELL LUMBER WEST 3
FIGURE 3: S-3 RAMSEUR STREET 4
FIGURE 4: S-4 MITCHELL STREET/BRYSON STREET/EVERETT STREET 5
FIGURE 5: S-5 RIVER STREET/EVERETT STREET/THOMAS ALLEY/SLOPE STREET 6
FIGURE 6: S-6 AIRPORT HILL/LEMONS BRANCH/BRYSON WALK 7
Town of Bryson City,Swain County IIR November 2020
Wastewater Collection and Treatment Systems mcg�ll Page i of ii
Capital Improvements Plan

ACRONYM LIST
AIA Asset inventory Assessment
AMP Asset Management Plan
CCTV Closed-Circuit Television
CDBG Community Block Development Grant
CIP Capital Improvements Plan
CIPP Cure-In-Place Pipe
I/I Inflow and Infiltration
HDPE High Density Polyethylene
NCDEQ North Carolina Department of Environmental Quality
PER Preliminary Engineering Report
PVC Polyvinyl Chloride
USDA-RD United States Department of Agriculture-Rural Development
VCP Vitrified Clay Pipe
WWTP Wastewater Treatment Plant
Town of Bryson City,Swain County November 2020
Wastewater Collection and Treatment Systems Page ii of ii
Capital Improvements Plan mcgill

PROPOSED SEWER SYSTEM IMPROVEMENTS
The recommended improvements projects described herein are designed to meet the
short-term and long-term needs of Bryson City's sanitary sewer collection and treatment
systems. The proposed projects are intended to correct current system deficiencies,
increase reliability and reduce inflow and infiltration.
As of the writing of this Plan, the first six project areas have been included in a Phase 1
USDA Rural Development loan and grant application. The estimated project costs for the
work to be performed in those areas have therefore been combined to a single table
located after the final Phase 1 project description (S6—Airport Hill).
The seventh priorityis the Carringer Street Sanitary Sewer Collection Lines Improvement
g
Project, which at the time of writing this Plan is being included in a grant funding
application through the Community Development Block Grant program.
The eighth priority is the necessary improvements to the Town's wastewater treatment
plant, which is expected to be aided by the reduction of inflow and infiltration provided
by priority projects S1 through S7. This is included as Phase 2 of the anticipated USDA
Rural Development loan and grant program.
The remaining sewer projects S9 through S12 are recommended to be completed within
the next ten years, as described in the prioritization schedule.
Please note that manhole numbering used in this document references the Town's old
numbering system, which is being phased out in favor of a new system generated by the
Interim Sewer Asset Inventory and Assessment project.
S-1 Island Street Sewer Line Replacement
This project includes line segments along the North Tuckaseigee trunk line. The project
area begins at manhole#53 and extends to manhole#69. These line segments consist of
antiquated VCP and concrete pipes. The line sections are generally in poor condition as
identified by qualitive observation and CCTV inspection. Manholes are in poor condition
as well. Many are brick with suspect penetrations and poor inverts.Significant surcharging
has been observed. Inflow and infiltration along this line is notable.Smoke testing of some
of these line segments revealed connections to stormwater catch basins and pipes. Flow
Town of Bryson City,Swain County November 2020
Wastewater Collection and Treatment Systems Page 1 of 11
Capital Improvements Plan me 111

testing was performed at manhole #57, monitoring the basin to the east encompassing
Island Street, Ramseur Street, Deep Creek Road and various side streets. Average dry
weather flows of 55 gpm were noted. During rain events, flows exceeding 250 gpm were
recorded with a peaking factor of 4.5 times that of average dry weather flow.
Given the age and condition of this line, complete replacement/rehabilitation is
recommended for the entire line as noted. This line is a good candidate for trenchless
rehabilitation by a combination of pipe bursting or CIPP. Some limited open cut may be
necessary as conditions define. Service laterals will need to be replaced in their entirety
with clean-outs installed at the property lines. Some manholes are good rehabilitation
candidates while some will need complete replacement as they are structurally unsound
and beyond repair.
Figure 1: S-1 Island Street
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Town of Bryson City,Swain County ,,, November 2020
Wastewater Collection and Treatment Systems Page 2 of 11
Capital Improvements Plan me '"

S-2 Powell Lumber West Sewer Line Replacement
This project includes line segments from the Powell Lumber lift station extending to the
west along the Powell Industries property.The project area begins outside the lift station
at manhole#70A and extends to manhole#79 including the branch line to manhole#397.
These line segments consist of antiquated VCP pipes. The line sections are in poor
condition as identified by qualitative observation and CCTV inspection.The noted branch
line is 6-inch and is insufficient for the service area. The manholes are brick and in poor
condition. Significant surcharging has been observed. Smoke testing of these line
segments revealed connections to storm water catch basins and pipes. Observable I/I has
been noted. Flow monitoring was performed at manholes#75 and #75A. The area above
manhole #75 recorded an average flow of 12.8 gpm with a peak flow of 200 gpm during
a rain event. The peaking factor is over 15 times that of average flow. The area above
manhole #75A recorded an average flow of 2.4 gpm with a peak flow of 330 gpm during
a rain event.The peaking factor is therefore an excessive 135 times that of average flow.
The age and condition of this line mandates complete replacement/rehabilitation. It is a
good candidate for trenchless rehabilitation by pipe bursting methods.Some limited open
cut installations may be necessary as conditions define. New service lines and clean outs
will need to be installed. Some manholes are good rehabilitation candidates.A few of the
manholes will need complete replacement due to their poor structural condition.
Figure 2: S-2 Powell Lumber West
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Town of Bryson City,Swain County „® November 2020
Wastewater Collection and Treatment Systems Page 3 of 11
Capital Improvements Plan megill

S-3 Ramseur Street Sewer Line Replacement
This project area includes several line segments along Ramseur Street, Deep Creek Road,
Pine Street, Church Avenue, Richmond Street and Graham Street among others.This area
is primarily residential but also serves the hospital and other surrounding businesses.The
existing pipes are a mix of VCP, concrete and PVC in various conditions, the VCP and
concrete being of poor condition. Several line segments are 6-inch which are undersized.
Some segments are noted as having changes in alignment and/or grade without manholes
or other points of access. Accordingly, access for CCTV was not possible. What manholes
do exist are in poor condition. This project area drains to the Island Street area noted
above. Observable I/I has been noted at the few accessible manholes. Due to this and the
condition of the line, it is likely that this area is a significant contributor to the I/I recorded
during flow monitoring noted for the Island Street project.
The undersized pipe and lack of manholes at changes of alignment and/or grade will
require complete replacement of some line sections by open-cut method. Some sections
of line may be rehabilitated by trenchless pipe bursting and/or CIPP methods. New service
lines with clean outs will be installed. Some existing manholes are rehabilitation
candidates while others need complete replacement, and new manholes must be added.
Figure 3: S-3 Ramseur Street
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Town of Bryson City,Swain County November 2020
Wastewater Collection and Treatment Systems Page 4 of 11
Capital Improvements Plan mcgill

S-4 Mitchell Street/Bryson Street/Everett Street Sewer Line Replacement
This project includes several line segments along Mitchell Street, Bryson Street and
Everett Street including branch lines. The area is primarily commercial with several
businesses and few residences. The existing pipes on these line segments are VCP. These
line segments are in very poor condition as noted by CCTV inspection. This area is
historically prone to blockages due to the lines being structurally compromised. As such,
it is likely that there is active I/I in this area. The manholes are typically of brick
construction and in very poor condition. Inverts are poorly formed, and penetrations are
not sealed.
It is recommended that this line be replaced and/or rehabilitated entirely. Due to the
condition of the line, some segments will need to be replaced by open cut methods.Some
segments may be rehabilitated by trenchless pipe bursting and/or CIPP methods. New
service lines with cleanouts will be installed. The majority of the manholes will need
replacement. A few manholes may be rehabilitation candidates.
Figure 4: S-4 Mitchell Street/Bryson Street/Everett Street
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Town of Bryson City,Swain County IR November 2020
Wastewater Collection and Treatment Systems Page 5 of 11
Capital Improvements Plan me I"

S-5 River Street/Everett Street/Thomas Alley/Slope Street Sewer Line Replacement
This project includes multiple line segments along Mitchell Street, Everett Street,Thomas
Alley and Slope Street including branch lines. This area is primarily commercial with
several businesses and few residences. The majority of the existing line is VCP and is in
poor condition. Coupled with that the line is undersized and prone to surcharging and
SSOs. Manholes are also in poor condition with poorly formed inverts and improperly
made penetrations.
It is recommended that this line be replaced and/or rehabilitated. Buildings and other
structures have been constructed over and/or in close proximity to the existing line. As
such, a large portion of the line will need to be rerouted and installed new. Some short
sections of line may be rehabilitated by pipe bursting and/or CIPP methods.The majority
of the manholes will need complete replacement.A few may be rehabilitation candidates.
Figure 5: S-5 River Street/Everett Street/Thomas Alley/Slope Street
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Town of Bryson City,Swain County Ill November 2020
Wastewater Collection and Treatment Systems Page 6 of 11
Capital Improvements Plan mcgill

S-6 Airport Hill/Lemons Branch/Bryson Walk Sewer Line Replacement
This project includes multiple line segments along the area known as Airport Hill.This area
is exclusively residential.The majority of the existing lines are 4-inch PVC.The existing line
is not only undersized but is in poor condition. Smoke testing of this area revealed
multiple defects in the line and points of potential l&l.There are very few actual manholes
on the line.There are some makeshift points of access constructed of barrels and masonry
block. This area is historically prone to blockages due to the undersized lines and lack of
access points at changes in line and/or grade.
This area will need an entirely new system designed and installed. None of the existing
infrastructure is a candidate for rehabilitation and all service connections will need
replacement. This will need to include new 8-inch lines and manholes for the entire area
that extend to the main interceptor line(s) along the Powell Lumber area. Provisions will
need to be made for crossing the existing railroad tracks and/or roadways by bore and
jack methods.
Figure 6:5-6 Airport Hill/Lemons Branch/Bryson Walk
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As previously noted, the estimation of probable cost on the following page is for Phase 1
USDA-RD Wastewater System Improvements, which encompasses in their entirety
Projects S1 through S6.
Town of Bryson City,Swain County November 2020
Wastewater Collection and Treatment Systems ,� Page 7 of 11
Capital Improvements Plan mcgIll

Table 1: Phase 1 USDA-RD Wastewater System Improvements Cost Estimate
Item
Description Qty. Unit Unit Cost Total
No.
1 Mobilization/General Requirements 1 LS $ 200,000.00 $ 200,000.00
2 8-inch Gravity Sewer Rehab 5,500 LF $ 80.00 $440,000.00
3 10-inch Gravity Sewer Rehab 3,900 LF $ 100.00 $390,000.00
4 12-inch Gravity Sewer Rehab 1,200 LF $ 180.00 $ 216,000.00
5 8-inch Gravity Sewer-Open Cut 13,900 LF $ 120.00 $ 1,668,000.00
6 10-inch Gravity Sewer-Open Cut 2,500 LF $ 140.00 $ 350,000.00
7 6-inch Service Laterals -Open Cut 1,200 LF $80.00 $ 96,000.00
8 16-inch Bore &Jack 8-inch Carrier 80 LF $400.00 $ 32,000.00
9 New Manhole, Standard 4' Diameter 40 EA $ 5,500.00 $220,000.00
10 Replace Existing Manhole 45 EA $ 6,000.00 $ 270,000.00
11 Rehabilitate Existing Manhole 30 EA $2,500.00 $ 75,000.00
12 Sewer Service Connect/Reconnect 250 EA $ 2,500.00 $625,000.00
13 Asphalt Pvmt./Drive Trench Repair 9,100 LF $70.00 $ 637,000.00
14 Miscellaneous Concrete 100 CY $300.00 $ 30,000.00
15 Washed Stone 2,200 TONS $55.00 $ 121,000.00
16 Erosion Control 1 LS $ 50,000.00 $ 50,000.00
Total Estimated Construction Cost $ 5,420,000.00
a Contingency $ 542,000.00
b Basic Engineering Services $675,000.00
c RPR- Resident Project Representation $320,000.00
d Easement Surveys $ 25,000.00
e Legal Fees (Bond Counsel) $ 15,000.00
f Legal Fees (Local Attorney) $ 8,000.00
g Permit Fees $3,000.00
h Administrative Costs $ 5,000.00
i Equipment $5,000.00
j Capitalized Interest $420,000.00
Total Estimated Project Costs $7,438,000.00
Notes:
1. 10%contingency is company standard for line work projects.
2. All costs are in current(2020)dollars.
3. The Engineer maintains no control of labor costs,materials,equipment,or services furnished by others,the Contractor(s)'
methods for determining prices,or competitive or market conditions.
4. The estimates herein for project and construction costs represent the Engineer's best judgment and are based on experience and
qualifications as a Professional Engineer who possesses familiarity with the construction industry.The Engineer does not
guarantee the accuracy of the costs,which may vary from bids or actual project and construction costs.
5. Rock excavation or undercut of unsuitable material is not included in the above cost opinion.
6. Cost opinion based on conceptual site plan(s).Revisions to cost opinions should be expected after final design is complete.
7. This project is subject to American Iron and Steel(AIS)requirements.This has been considered in the development of cost
estimates.
Town of Bryson City,Swain County November 2020
Wastewater Collection and Treatment Systems Page 8 of 11
Capital Improvements Plan mcgill

S-7 Carringer Street Sewer Line Replacement
The existing VCP sewer line is over forty years old and in poor condition. Flow monitoring
in existing manholes 165A, 169, and 171 showed evidence of I/I. Smoke testing in 2016
identified areas of smoke emitting from possible breaks in sewer lines, missing sewer caps
on cleanouts; and drain lines and gutters connected to the system. CCTV monitoring
shortly afterwards revealed approximately 50 deficiencies in the sewer line, including
infiltration, gushing infiltration, joint offsets, swags, fractured and destroyed pipes, root
intrusion,joint separations, surcharging, and sags. Almost every existing pipe segment in
this area from existing MH 164 to 172 was observed to have notable defects. It is
recommended that a new 8-inch diameter DIP sewer line be installed to serve the homes
in the Carringer Street area. The proposed project includes approximately 4,100 LF of 8-
inch DIP sewer lines; sanitary sewer manholes, service connections, and surface
restoration. The estimated project cost, including contingencies, engineering, and
construction administration, is$1,492,600.
S-8 Wastewater Treatment Plant Improvements
The existing wastewater treatment facility is aging and unable to provide reliable service
to the demands of the Town. Numerous violations have been issued over the past several
years by NCDEQ. There are several obvious signs of process failure, including grease and
solids floating in the chlorine contact basin. Safety hazards were observed and a lack of
redundancy in some processes was noted. An alternatives analysis funded by a USDA-RD
SEARCH grant was performed to select appropriate improvements to the facility. Due to
the severity of I/I in the collection system, the funding agency recommended that the
project be split into two phases. The WWTP Improvements project is Phase 2. In
consideration of the age and condition of the existing plant, a new facility is
recommended. The estimated project cost, including contingencies, engineering and
construction administration, is$14,000,000.
S-9 East Deep Creek Lift Station Improvements
The proposed project will replace or rehabilitate the existing vacuum lift pump station.
The visual inspection found it to be in poor condition, noting several deficiencies, such as
a lack of pressure gauges, no springs or weights on check valves, no gen-set provisions,
single to three phase VFD conversions, and no strain reliefs.The lift station is 32 years old.
The estimated project cost, including contingencies, engineering and construction
administration, is $200,000.
Town of Bryson City,Swain County November 2020
Wastewater Collection and Treatment Systems Page 9 of 11
Capital Improvements Plan mcgill

S-10 Recreation Park Lift Station Improvements
Proposed project will replace or rehabilitate the existing vacuum lift pump station. The
visual inspection found it to be in poor condition, noting deficiencies, such as a lack of
pressure gauges on the check valves, no strain reliefs, leakage of the 4" pipe at the tank,
and improper grouting of the 6" pipe.The lift station is 33 years old.The estimated project
cost, including contingencies, engineering and construction administration, is $200,000.
S-11 US-19 Sewer Line Replacement
The existing PVC sewer line is below minimum grade and is in poor condition. It is
recommended that a new 8-inch diameter DIP sewer line be installed to serve the homes
and businesses upstream of the Carringer Street area. The proposed project includes
approximately 1,000 linear feet of 8-inch diameter DIP sewer line, sanitary sewer
manholes, service connections, and surface restoration. The estimated project cost,
including contingencies, engineering and construction administration, is $350,000.
S-12 Fontana Road Sewer Line Replacement
This existing VCP sewer line is over 40 years old and is in poor condition. It is
recommended that a new gravity sewer line be installed to serve Swain County High
School and the homes and businesses along Fontana Road.The proposed project includes
approximately 6,300 linear feet of new sewer line, sanitary sewer manholes, service
connections,and surface restoration.The estimated project cost, including contingencies,
engineering and construction administration, is$2,000,000.
Town of Bryson City,Swain County November 2020
Wastewater Collection and Treatment Systems Page 10 of 11
Capital Improvements Plan mcgill

a •
PRIORITIZATION SCHEDULE
Table 2:Prioritization Schedule
PROJECT BUDGET PRIORITY 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030
WASTEWATER IMPROVEMENTS
Phase 1 USDA-RD Wastewater System Improvements $7,438,000 (1-6) $7,438,000
Island Street Sewer Line Replacement 1
Powell Lumber Lift Station Sewer Line Replacements 2
Ramseur Street Sewer Line Replacement 3
Mitchell Street/Bryson Street/Everett Street 4
River St/Everett St/Thomas Alley/Slope St Sewer Line Replacement 5
Airport Hill/Lemons Branch/Bryson Walk Sewer Line Replacement 6
Carringer Street Sewer Line Replacement $1,400,000 7 $1,400,000
Phase 2 USDA-RD Wastewater System Improvements(W WTP Improvements) $14,000,000 8 $14,000,000
East Deep Creek Uft Station Improvements $200,000 9 $200,000
Recreation Park Uft Station Improvements $200,000 10 $200,000
US-19 Sewer Line Replacement $350,000 11 ___ $350,000
Fontana Road Sewer Line Replacement $2,000,000 12 $2,000,000
10-YR WASTEWATER IMPROVEMENTTOTAL $25,588,000 $0 $7,438,000 $1,400,000 $14,000,000 $0 $0 $0 $200,000 $200,000 $350,000 $2,000,000
Town of Bryson City,Swain County November 2020
Sanitary Sewer Collection System , Page 11 of 11
Capital Improvements Plan mcgdl

RESPONSE ACTION PLAN
TOWN OF BRYSON CITY
SWAIN COUNTY
NORTH CAROLINA
SPILL RESPONSE PROCEDURE
SANITARY WASTE
COLLECTION SYSTEM
Permit #
WQCS00170

PURPOSE:
This plan is to be implemented in the event of a Sanitary Sewer Overflow, (SSO) or spill within
the Collection System. The plan was developed to insure the key personnel response to every
spill event within sixty (60) minutes of a reported event.
INITIAL RESPONSE:
Spills reported to or detected by Town of Bryson City personnel require immediate attention.
TheCollection System ORC or appointed Back-upOperator(s) will make the preliminary
Y pp p Y
assessment of the spill within thirty(30) minutes after receiving report. That assessment includes
visiting the spill site. The ORC or Back-up(s)will determine the appropriate response and request
assistance from key personnel as necessary. The attached call back list will be maintained current
and be ranked according to essential response including, i.e. equipment operator. Local
contractor may be employed as deemed necessary.
Key personnel will, upon assessing the site, continue to document the event and determine the
severity, magnitude, and potential environmental impact. Every effort should be made to
minimize the spill event consistent with the containment and source control section of this plan.
The safety of the respondent should in no way be compromised.
Key personnel should implement recovery actions to eliminate the cause of obstruction and/or
system failure as outlined in this plan.
POST SPILL RESPONSE, (REPORTING):
After containment is achieved, the Division of Water Quality, (DWQ) must be contacted as soon
as possible but, in no case no later than twenty-four (24) hours after initial detection if;
DWQASHEVILLE OFFICE, 2090 US HEY 70, SWANNANOA, NC 28778
PHONE: [phone] FAX [phone]
1) The spill has reached surface waters, "Water of the State" or
2) The spill exceeds one thousand (1,000) gallons.
Every small spill must be logged on site including time, date, approximate volume, name of
respondent.
Spills that are fully contained and removed quickly and are less than one thousand (1,000)gallons
are not required to be reported to DWQ. However, a full spill report form will be filled out and
kept on file.

KEY PERSONNEL CONTACT NUMBERS
CONTACT/TITLE/EMAIL/ TELEPHONE#
Regina Mathis/Town Manager [e-mail] [phone]
Tom Shook/Public Works Director ORC [e-mail] [phone]
Travis McCall/Maint. Foreman Back-up ORC [e-mail] [phone]
Marvin Ogle/Maintenance Back-up ORC [phone]
MAINTENANCE
Robbie Holloway [phone]
Britton Abels [phone]
SANITATION
Emory Anthony [phone]
Chace Andrews [phone]
Charlie Green [phone]
STREETS, BUILDINGS and LANDS
Mike Tabor/Department Head [e-mail] [phone]
Eric Dills [phone]
Jacob Hudson [phone]
Daniel Holloway [phone]

•
WATER PLANT
Russell Ball/ORC [e-mail] [phone]
Jonathan Twomey [e-mail] [phone]
POLICE DEPARTMENT if needed for Traffic Control...
Bryson City Police [phone]
Swain County Sheriffs Dept. [phone]
SEWER PLANT
Dale Wike/CONTRACT ORC [phone]
Greg Passmore/Back-up ORC [phone]
PUMPS
Carolina Pumpworks ( Scott Hale ) [e-mail] O:# [phone] / C:# [phone]
PUMP REPAIR
Brigman Electric ( Greg Young ) Office # [phone]
GENERATORS
Atlantic South Power www.aspowerservices.com Office # [phone]
Sam Jenkins [e-mail] Cell # [phone]

SOURCE CONTROL AND CONTAINMENT PROCEDURE
Depending on the nature of the spill or overflow, the initial assessment should indicate the
priority of source control and/or containment.
1) When the source can be isolated through valves, plugs or other methods,the flow should
be discontinued immediately or reduced to the least possible volume.
2) If the pumps on the location are not operating the control panel should be checked for:
a. Power ON?
b. Check breaker
c. Breaker closed, check thermal overloads. (External button)
d. Overload good, check fuses, if you are trained to do so
e. Is pump straining? (Clogged with debris?)
f. Do you smell a burnt motor?
g. Call Collections ORC and/or backup ORC
3) Containment methods will typically include:
a. Sand or dirt dikes and dams (Small streams, creeks)
b. Holes or pits (To prevent run off to surface waters)
If the spill event resulted from an area wide power outage, you should contact the Power
Company and identify you site as critical. You must have account number for location (9 digits)-
then call 1 (800) 777 - 9898
If the problem is mechanical in nature, retrieve necessary parts from stock inventory and make
the needed repairs. Reorder parts as they are used.
If the problem results from Sewer Blockage, call for Jetter or Vac-truck...
ELECTRICIANS
Bumgarner Electric Office# [phone]
Jerry Bumgarner Cell# [phone]

RESPONSE EQUIPMENT
Mini Excavators
Backhoes
Dump Trucks
Manhole ventilator
Tripod & Safety harness
Sewer jetter
Gasoline powered pump
Vac-truck
Service trucks
Items are located at the Town Office and the Town Equipment Yard(s)
PERSONAL PROTECTIVE EQUIPMENT
Rubber Gloves
Rubber Boots
Masks
Safety Glasses
Items are also stocked on each service vehicle
PARTS VENDORS
Consolidated Pipe www.consolidatedpipe.com 0: # [phone] {Greenville, S.C.}
Charles Proctor (sales) [e-mail] C:# [phone]
Core and Main www.coreandmain.com Office# [phone] {Asheville, N.C.}
Mike Wallace (sales) [e-mail] Cell # [phone]

Ferguson Waterworks www.ferguson.com Office # [phone] {Asheville, N.C.}
Alex Scarnecchia (sales leader) [e-mail] C: # [phone]
Jimmy Ready (outside sales) [e-mail] Cell # [phone]
Fortaline (Andy Jayne) 0: # [phone]/ C: # [phone] {Asheville, N.C.}
TEC Utilities (Adam Wenger) 0: # [phone]/ C: # [phone] {Greenville, S.C.}
Local Vendors
ACE Hardware store: # [phone]
NC DOT State Shed Office: # [phone]

SPILL OCCURRING ON:
Major interceptor right of way
1. Put up warning tape "DO NOT ENTER" around Sanitary Sewer Overflow (SSO) site to
restrict access
2. In open areas lime, remove debris and lime site, rotor-till if needed. Reseed and mulch
with straw.
3. In areas were there is under growth and small trees, flush area with potable water until
no waste remains. Wait twelve (12) to twenty-four (24) hours then lime the area. Be
certain that lime does not flush into receiving stream. Note: do not lime if rain is
forecasted.
In a Citizen's Yard
1. Till entire area if possible and apply lime and follow with seed and straw
2. If waste/debris is not visible apply lime and two (2) inches of top soil and mix thoroughly.
Apply lime lightly, seed and mulch.
On Asphalt or Concrete
1. Set up containment at/or near the storm drainage system. Do not let the spill enter the
storm drain system.
2. Put up black or red "DO NOT ENTER"tape around the Sanitary Sewer Overflow(SSO) area.
3. Spread lime on spillage and sand or other material to a depth of one (1) inch. Let this
material absorb for one (1) hour, then sweep up. Dispose of debris appropriately. If spill
is still evident, repeat the application.
4. After removing the contaminated material, wash down the area with a high-pressure
water and bleach mixture.
S. Pump clean up materials and wash water into the sanitary sewer system.

r
In a Creek or Stream
1. Take conductivity reading of the creek upstream and downstream to determine where
the temporary dam should be placed.
2. The dam should be constructed near a manhole which is accessible to the jetter and
vacuum truck.
3. Dam should be placed below the spill as indicated by low conductivity reading.
4. Construct a dam sized to contain the flow of water plus any flush water added during the
cleanup.
5. Station two (2) pumps at the cleanup site, one (1) to use for back-up.
6. Have a back hoe at the site for dam repairs as needed.
7. Wash down all rip rap in stream bed until no residue is evident.
8. Put up warning tape "DANGER DO NOT ENTER".
9. Pull stream sample for fecal coliform upstream and downstream.
10. Repeat sampling until normal background counts 500cts/100 ml.
11. If settled sludge evident, sweep bottom until clean. If creek or stream is recreational
water, notify the affected community and local officials as soon as the problem is
discovered.
LAB
Environmental Inc. {Sylva, N.C.}Office# [phone]/after hours: # [phone]
Mark Teague Cell# [phone]

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t
SEWER
PUMP STATION
Contingency Plan
TOWN OF BRYSON CITY
SWAIN COUNTY
NORTH CAROLINA
COLLECTION SYSTEM
Permit #
W QCS00170

I /
PURPOSE:
This Pump Contingency Plan is to be implemented in the event of a Sanitary Sewer Overflow,
(SSO) or spill within the Collection System. The Pump Contingency Plan was developed to ensure
that key personnel respond to every spill event within sixty (60) minutes of a reported event.
INITIAL RESPONSE:
Spills reported to or detected by Town of Bryson City personnel require immediate attention.
The Collection System ORC or appointed Back-up Operator(s) will make the preliminary
assessment of the spill within thirty(30) minutes after receiving report. That assessment includes
visiting the spill site. The ORC or Back-up(s)will determine the appropriate response and request
assistance from key personnel as necessary. The attached call back list will be maintained current
and be ranked according to essential response including, i.e. by-pass pump or back-up
Generator. Local contractor may be employed as deemed necessary.
Key personnel will, upon assessing the site, continue to document the event and determine the
severity, magnitude, and potential environmental impact. Every effort should be made to
minimize the spill event consistent with the containment and source control section of this plan.
The safety of the respondent should in no way be compromised.
Key personnel should implement recovery actions to eliminate the cause of obstruction and/or
system failure as outlined in this plan.
POST SPILL RESPONSE, (REPORTING):
After containment is achieved, the Division of Water Quality, (DWQ) must be contacted as soon
as possible but, in no case no later than twenty-four (24) hours after initial detection if;
DWQ ASHEVILLE OFFICE, 2090 US HEY 70, SWANNANOA, NC 28778
PHONE: [phone] FAX [phone]
1) The spill has reached surface waters, "Water of the State" or
2) The spill exceeds one thousand (1,000) gallons.
Every small spill must be logged on site including time, date, approximate volume, name of
respondent.
Spills that are fully contained and removed quickly and are less than one thousand (1,000)gallons
are not required to be reported to DWQ. However, a full spill report form will be filled out and
kept on file.

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KEY PERSONNEL CONTACT NUMBERS
CONTACT/TITLE/EMAIL/TELEPHONE#
Regina Mathis/Town Manager [e-mail] [phone]
Tom Shook/Public Works Director ORC [e-mail] [phone]
Travis McCall/Maint. Foreman Back-up ORC [e-mail] [phone]
Marvin Ogle/Maintenance Back-up ORC [phone]
MAINTENANCE
Robbie Holloway [phone]
Britton Abels [phone]
SANITATION
Emory Anthony [phone]
Chace Andrews [phone]
Charlie Green [phone]
STREETS, BUILDINGS and LANDS
Mike Tabor/Department Head [e-mail] [phone]
Eric Dills [phone]
Jacob Hudson [phone]
Daniel Holloway [phone]

WATER PLANT
Russell Ball/ORC [e-mail] [phone]
Jonathan Twomey [e-mail] [phone]
POLICE DEPARTMENT if needed for Traffic Control...
Bryson City Police [phone]
Swain County Sheriffs Dept. [phone]
SEWER PLANT
Dale Wike/CONTRACT ORC [phone]
Greg Passmore/Back-up ORC [phone]
PUMPS
Carolina Pumpworks (Scott Hale) [e-mail] O:# [phone]/ C:# [phone]
PUMP REPA
IR
Brigman Electric (Greg Young) Office# [phone]
GENERATORS
Atlantic South Power www.aspowerservices.com Office# [phone]
Sam Jenkins [e-mail] Cell # [phone]

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SOURCE CONTROL AND CONTAINMENT PROCEDURE
Depending on the nature of the spill or overflow, the initial assessment should indicate the
priority of source control and/or containment.
1) When the source can be isolated through valves, plugs or other methods,the flow should
be discontinued immediately or reduced to the least possible volume.
2) If the pumps on the location are not operating the control panel should be checked for:
a. Power ON?
b. Check breaker
c. Breaker closed, check thermal overloads. (External button)
d. Overload good, check fuses, if you are trained to do so
e. Is pump straining? (Clogged with debris?)
f. Do you smell a burnt motor? (or wires)
g. Call Collections ORC and/or backup ORC
3) Containment methods will typically include:
a. SAFE installation of by-pass pump.
b. SAFE installation of back-up Generator.
If the spill event resulted from an area wide power outage you should contact the Power
Company and identify you site as critical. You must have account number for location (9 digits)-
then call 1 (800) 777 - 9898
If the problem is mechanical in nature, retrieve necessary parts from stock inventory and make
the needed repairs. Reorder parts as they are used.
If the problem results from Sewer Blockage call for Jetter or Vac-truck...
ELECTRICIANS
Bumgarner Electric Office# [phone]
Jerry Bumgarner Cell # [phone]

•
S
RESPONSE EQUIPMENT
Emergency by-pass pump (6" intake/ 4" discharge)
Hose trailer (6" intake hose {orange}/ 4" discharge hose HD {black})
Service Trucks
Dump Trucks
Vac-truck
Gasoline powered pump
Sewer jetter
Manhole Ventilator
Tripod & Safety Harness
Backhoes/Front End loaders
Mini Excavators
Emergency back-up Generator (KOHLER {mobile} 50 Kw)
w/color coded "leads" (Blue Box)
Items are located at the Town Office and the Town Equipment Yard(s)
PERSONAL PROTECTIVE EQUIPMENT
Rubber Gloves
Rubber Boots
Masks
Safety Glasses
Items are also stocked on each service vehicle

Pump Station (Contingency) list:
Town of Bryson City
SEWER
Collection System
Permit # WQCS00170
Governor's Island (sewer) lift station
# 2030 Old River Road (Hwy. 19 North)
Pump Reliability: YES (duplex)
Reliability Source: Permanent Generator (CAT)
Capacity of Station: 220 gpm / 316,800 gpd
* LOW FLOW * (limited number of customers)
Carringer Street (sewer) lift station
# 47 Carringer Street
Pump Reliability: YES (duplex) (spare pump at Town Shed)
Reliability Source: Permanent Generator (Onan/LP)
Capacity of Station: 250 gpm / 360,000 gpd
* Moderate/High Flow * (identified l&I, Bearhunter's RV park)

Powell Lumber (sewer) lift station
# 1015 Bryson Walk
Pump Reliability: YES (duplex)
Reliability Source: Permanent Generator (Kohler)
Capacity of Station: 540 gpm / 777,600 gpd
* HIGH FLOW * (16" DIP, Powell Lumber & Lemons Branch Community)
BY-PASS PUMP capability
Rec. Park (sewer) lift station
# 30 Rec. Park Drive
Pump Reliability: YES (duplex)
Reliability Source: Portable (mobile) Generator (Kohler)—w/hook-up box
Capacity of Station: 110 gpm / 158,400 gpd
*Moderate Flow* (Deep Creek Community)
Lackey Hill (sewer) lift station
# 25 East Deep Creek Road
Pump Reliability: YES (duplex)
Reliability Source: By-pass pump w/hose adpt.
Capacity of Station: 25 gpm / 36,000 gpd
* LOW FLOW * (Lackey Hill Community)
RV Park (sewer) lift station
# 10 Happy Hollow Road
Pump Reliability: YES (duplex)
Reliability Source: Portable (mobile) Generator—w/hook-up box
Capacity of Station: 230 gpm / 331,200 gpd-*LOW FLOW* ("backwash" water—WTP)

WWTP (sewer) "influent" lift station
# 315 Riverview Road
Pump Reliability: YES (triplex)
Reliability Source: Permanent Generator (WWTP)
By-pass pump capability
Capacity of Station: 950 gpm / 1,368,000 gpd
*HIGH FLOW* (receives ALL flows from Town prior to WWTP)

r
Bryson City Sewer System
w l�is
. h_ ...,, ,
../
T`-
/ ,
----ice ! I
_e
'L 1 'i _ i
,"- Legend
`_ m Treatment Plant
I ® Pump Stations
-Forced Mains
I'L a Gravity Sewer Lines
-: (Material,Diameter)
\ CIP,4
t _�` 2 ... ..DIP,16
} -
s —DIP,6
/
{ —DIP 6
_ � i �. —DIP,4
f\ , 1
—PVC.10
—PVC.6
—PVC.6
—PVC,4
—VCP,12
—VCP,10
_ \"-""`/ VCP,6
—VCP,4
1 i ,h 1 J ,_ I _Bryson City Boundary
i

Bryson City Sewer System N
v►
S
.,_. Legend
• Treatment Plant
I. Pump Stations
-Forced Mains
^-- Sewer System Zones
•
North Central
North East
North West
South Central
' South East
South West
Gravity Sewer Lines
(Material,Diameter)
DIP,4
ORBG,4
r_DIP,16
DIP.III
-DIP.6
-DIP,4
• PVC,10
•
-PVC,6
PVC,6
-PVC,4
VCP,12
VCP,10
-VCP,a
-VCP,6
VCP,4
r""z9 Bryson City Boundary
0 025 0.5 1 Miles Tuckasegee River
I I I
rM
4

Bryson City Sewer System-Pipe Age N'
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•
p x r`` /`-..
•
a ,'- ��
4
..______ __.\\ , i
_,...,,,_______ . ._
�i s _,ems.
- ,
o ..,. .
.s.(,..4\
_ . ,‘\, -,,‘-‘ --.:-..,, - �y
_., . . ,.
-. ,r,
/T 7 I
. f, , , , ,,,, ,,,,
�. 1
. .
, ...
..
.: / !
.....
�� t— Legend
..,
. �` in Treatment Plant
/ �- 1*--7-`. .. Pump Stations
--Forced Mains
;`J-v ( Vj!`; Gravity Sewer Lines
Year Installed
\ .:
. 1971-1980
s.. ....� _`G�. •�' .- 1981-1990
• ii'i::' -�.•
2011 2018
0 025 0.5 1 Miles r"' Bryson Crty Boundary,
` I I i I 6. ...

Bryson City Sewer System-Flow Direction
.14
f..
Legend
• Treatment Plant
® Pump Stations
Gravity Sewers
Forced Mains
r` n Bryson City Boundary
Sewer System Zones
Zone
North Central
North East
North West
South Central
South East
0 0.25 0.5 1 Miles South West
1