WQ0041971_Final Permit_20200923

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g
September 2, 2020
Mr. Tim Heim, PE
Water Quality Section
NCDEQ— Division of Water Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Heim
Shaping Communities Together
VV�l t nip �iiv
RE: Horsepasture River WWTP and Collection
System Improvements
Fast Track Sewer Extension Application
Tuckaseigee Water and Sewer
Authority Jackson County, North
Carolina
On behalf of the Tuckaseigee Water and Sewer Authority, please find enclosed the following
documents for your review:
• Two copies of the Fast Track Sewer System Extension Application and Supporting
Documents
• $480 Application fee
• One USGS topographic project vicinity map
• One aerial project site map
The collection system improvements portion of the project generally consists of the installation
of approximately 6,500 LF of 6-inch force main sewer, 1,200 LF of 4-inch force main sewer, 2,800 LF of 8-
inch gravity sewer, 6,300 LF of 12-inch gravity sewer and appurtenances. Additionally, it includes the
rehabilitation and modification of two existing duplex pump stations.
We appreciate your consideration of this project. Please feel free to contact me if you have any
questions or need any additional information.
Sincerely,
McGILLL ASS/JOCCIATES, P.A
Z/ f!
Kyle M. Seaman, P.E.
Project Manager
cc: Daniel Manring, Tuckaseigee Water and Sewer Authority
MCG ILL ASSOCIATES 55 BROAD STREET, ASHEVILLE, NC 28801 / 828.252.0575 / MCG I LLASSOCIATES.COM

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (m be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Tuckaseieee Water & Sewer Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑Individual ❑Corporation ❑General Partnershipriv2tely iOwrl4d,Pubhc Utility',
❑ Federal ❑ State/County ❑ Municipal Other
3. Signature authority's name: Daniel Maturing per 15A NCAC 02T .0106(b) I \
Title: Executive Director
4. Applicant's mailing address: 1246 West Main Street
Vl t-i n
City: Svlva State: NC Zipr28779-
5. Applicant's contact information:
Phone number: (8) 586-5189 Email Address: dmanrinet7a.twsanc.us
II. PROJECT INFORMATION:
1. Project name: Horsepasture River W WTP and Collection System Improvements
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Jackson
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3717' Longitude:-81.2167°
5. Parcel ID (if applicable): 7641-38-0681
(or Parcel ID to closest downstream sewer)
III. CONSULTANT
1. Professional Engineer: Kyle Seaman, PE License Number: 042470
Firm: McGill Associates, PA
Mailing address: 55 Broad Street
City: Asheville State: NC Zip: 28801-
Phone number: 828 252-0575 Email Address: kyle.seaman(amcgillengineers.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: TWSA WWI? #6 - Horsepasture River Permit Number: NCO089532
Owner Name: Tuckaseigee Water and Sewer Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00108
Owner Name(s): Tuckaseieee Water & Sewer Authority
FORM: FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[-]Yes [-]No MN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No MN/A
3. If the Applicant is a Home/Prooerty Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
[-]Yes [-]No MN/A
4. Origin of wastewater: (check all that apply):
N Residential Owned
N Retail (stores, centers, malls)
N Car Wash
N Residential Leased
N Retail with food preparation/service
M Hotel and/or Motels
M School / preschool / day care
M Medical / dental / veterinary facilities
❑ Swimming Pool /Clubhouse
N Food and drink facilities
M Church
❑ Swimming Pool/Filter Backwash
N Businesses / offices / factories
❑ Nursing Home
❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 %Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? [-]Yes M No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(D)
Daily Design Flow'•"
No. of Units
Flow
(see attached)
gal/day (primary)
116,900 GPD
gal/day(secondary)
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
116,900 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 116,900 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
M Other (Explain): diversion from other pump station: transfer of 116,900 god design flow (-50,000 grid current)
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
870 \
DIP
8
18601
PVC/DIP
12
1310�
DIP
12
4960,
PVC/DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Ineles Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.120670 Longitude:-83.088853'
3. Design flow of the pump station: 0.144 millions gallons per day (fuw capacity)
4. Operational point(s) of the pump(s): 100 gallons per minute at 69 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
1160
PVC/DIP
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
870
DIP
8
1860
PVC/DIP
12
1310
DIP
12
4960
PVC/DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Bums Street Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.111733' Longitude:-83.100188'
3. Design flow of the pump station: 0.432 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 300 gallons per minute at 140 feet total dynamic head (TDIT)
�115. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
6400
PVC/DIP
6
'h
60 i
DIP
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3B of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(fl or (2), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes [—]No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6). directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and surmortine documents.
2. Professional Engineer's Certification:
M. Seaman, P.E. attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
=_ f; SEAL 'r;
042470
09-o2�ir?r
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Daniel Manning, Executive Director, Tuckaseigee Water and Sewer Authority attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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 documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package 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 General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

Y
Division of Water Resources
Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Tuckaseigee Water & Sewer Authority
Project Name for which flow is being requested: Horsepasture River WWTP and
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: TWSA WWTP 46 - Horsepasture River
b. WWTP Facility Permit #: NCO089532
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
A11 flows are in MGD
0.125
0.117
1 111
0.117
0..117
94%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pi),
Number)
MGD MGD
n/a
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow_, Obligated Available
MGD l , Flol'w, ` Capacity***
7
It
W< ter C,
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Tuckaseigee Water & Sewer Authority
Downstream Permit Number: WQCS00108
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Daniel Manring certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing
%ffil
FWM
Page 2 of 6
FTSE 04-16

Burns Street Pump Station
units
demand
number
per
per unit
demand
description
type
of type
unit
type
(gpd)
(gpd)
from Slabtown Pump Station
47,275
from Western Pump Station
20,500
general business
antique shop
and office facilities
2
employee/shift
3
25
150
general business
Board of Realtors
and office facilities
1
employee/shift
4
25
100
service stations, gas
plumbing
BP station
stations
1
fixture
6
250
1500
Carolina
restaurant, full
Smokehouse
I service
1
seat
40
1 40
1600
Chamber of
general business
Commerce office
and office facilities
1
employee/shift
3
25
75
general business
clothing shop
and office facilities
3
employee/shift
3
25
225
swimming pools,
bathhouses and
community pool
spas
1
person
25
10
250
general business
Creekside shops
and office facilities
9
employee/shift
3
25
675
restaurant, full
diner
service
1
seat
25
40
1000
fire or rescue
stations with on -
fire station
site staff
1
employee/shift
6
so
300
general business
food pantry
and office facilities
1
employee/shift
1
25
25
general business
galleries
and office facilities
1
employee/shift
2
25
50
Grace Christian
churches with
Church
kitchen
1
seat
100
5
500
highway
maintenance
general business
shop
and office facilities
1
employee/shift
4
25
100
houses
dwelling unit
6
bedroom
2.75
120
1980
empty lot
empty lot
4
bedroom
2.75
120
1320
Laurelwood Inn
cottages/cabins
1
unit
20
200
4000
general business
maintenance yard
and office facilities
1
employee/shift
3
25
75
Midnight Farms
general business
Home Furnishings
and office facilities
1
employee/shift
3
25
75
general business
Mold-X
and office facilities
1
employee/shift
3
25
75
general business
office
and office facilities
3
employee/shift
3
25
225
general business
offices
and office facilities
3
employee/shift
4
25
300

Burns Street Pump Station
units
demand
number
per
per unit
demand
description
type
oftype
unit
type
(gpd)
(gpd)
general business
real estate office
and office facilities
1
employee/shift
3
25
75
restaurant, full
restaurant
service
1
seat
60
40
2400
restaurant, single
restaurant/bakery
service articles
1
seat
25
20
500
general business
Ryan & Company
and office facilities
1
employee/shift
3
25
75
general business
shop
and office facilities
6
employee/shift
3
1 25
450
storage business
general business
(unoccupied)
and office facilities
1
employee/shift
3
25
75
The Global
general business
Craftsman
and office facilities
1
employee/shift
3
25
1 75
The Wormy
general business
Chestnut
and office facilities
1
employee/shift
3
25
75
Turnkey general
general business
contractor
and office facilities
1
employee/shift
6
25
150
Village Green
parks with
plumbing
Park facilities
I restroom facilities
1
fixture
6
250
1500
veterinary offices
Village Veterinary
(not including
Clinic
boarding)
1
employee/shift
4
250
1000
general business
well drillers
and office facilities
1
employee/shift
4
25
100
restaurant, single
Wendy's
service articles
1
seat
50
20
1000
Wilson Gas
general business
Service
and office facilities
1
employee/shift
3
25
75
general business
Zoller Hardware I
and office facilities
1 1
employee/shift
3
25
75
total gpd
90,000
gpm
62.50
service population
353
peaking factor
4.05
peak hourly flow
253

Ingle's
units
demand
number
per
per unit
demand
description
type
oftype
unit
type
(gpd)
(gpd)
general business and
bank
office facilities
1
employee/shift
6
25
150
service stations, gas
BP station
stations
1
plumbing fixture
6
250
1,500
Cashiers Electrical
general business and
Supply
office facilities
1
1 employee/shift
3
1 25
75
condo
dwelling unit
12
bedroom
2.75
120
3,960
cottage inn (office,
pool, —20 rooms)
cottages/cabins
1
unit
20
200
4,000
houses
dwelling unit
18
bedroom
2.75
120
5,940
deli/bakery/meat
department, butcher
Ingle's
shop or fish market
1
100 sq. ft
620
10
6,200
Into the Woods
general business and
Home Interiors
office facilities
1
employee/shift
3
25
75
restaurant, full
Mexican restaurant
service
1
seat
80
40
3,200
Mountain Party
general business and
Tents
office facilities
1
employee/shift
3
25
75
mountain vacation
general business and
rentals
office facilities
1
employee/shift
3
25
75
general business and
offices
office facilities
6
employee/shift
4
25
600
general business and
rental shop I
office facilities
1
employee/shift
3
25
75
general business and
shop
office facilities
13
employee/shift
3
25
975
total gpd
26,900
gpm
18.68
service population
62
peaking factor
4.29
peak hourly flow
80

PLAN
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,Fri DATE HORSEPASTURE VN/VTP AND SHEET
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