WQ0039571_Final Permit_20180123 (39)

McGill
A S S O C I A T E S
January 12, 2018
Mr. Landon Davidson
Division of Water Quality -Asheville Regional Office
North Carolina Department of Environment
and Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Davidson:
Re: Pigeon River North
Sewer Line Rehabilitation
Town of Clyde
Haywood County
The Town of Clyde is planning the rehabilitation and replacement of a section of sewer line
which has been a maintenance issue for some time. The original sewer line is 8" Vitrified Clay.
Please find enclosed one original and one copy of the following for this project:
• Executed Fast Track application form
• Check in the amount of $480 for the application fee
• An 8.5 by 11 -inch portion of a USGS map showing the project area
• A street/location map of the project area
Survey information and video inspection was completed on the entire section. There is a
portion of the sewer line which is directly adjacent to the Pigeon River and approximately 15 -feet
deep, making replacement of this portion by conventional construction difficult. In addition, the
section that is further off the river does not meet minimum requirements for 8 -inch sewer line.
We have therefore designed a project that combines cured -in -place -pipe and manhole
rehabilitation for the portion of the project adjacent to river with conventional replacement once
we have sufficient work space. However, due to the grade issues, the plans indicate the use of 10 -
inch sewer line rather than 8 -inch pipe in order to connect between the two existing elevations. I
have had a phone conversation with Tim Heim to discuss these issues prior to submittal of this
application.
55 Broad Street P.O. Box 2259 ph: 828.252.0575
Asheville, North Carolina 28801 Asheville, North Carolina 28802 f: 828.252.2518 w\\w.megillengineers.coni

Please review the enclosed information and contact our office if there are any questions, or if
additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
VANN WATERS
Senior Engineering Technician
Enclosures
cc: Joy Garland, Town Administration, Clyde
Mike Dowd, PE, McGill Associates

State of North Carolina
Department of Environmental Quality
DWR 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: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Clyde (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Jim Trantham per 15A NCAC 02T.01 06(b)
Title: Mayor _-
i
4. Applicant's mailing address: Post Office Box 386
f
City: Cede State: NC Zip: 28721-
5. Applicant's contact information: JAN 1 6 2018
Phone number: [phone] Email Address: joy.aarland(c-r�,townofclyde.com
II. PROJECT INFORMATION:
1. Project name: Pigeon River North, Sewer Rehabilitation Project
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Haywood
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.53477° Longitude: -82.92016°
5. Parcel ID (if applicable): NA
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION: �
1. Professional Engineer: Michael T. Dowd License Number: 0244!
Firm: McGill Associates, PA N
Mailing address: 55 Broad Street
City: Asheville State: NC Zip: 28801 -
Phone number: [phone] Email Address: mike.dowd@,m
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATIC
1. Facility Name: Waynesville WWTP Permit Number: NCO025321
Owner Name: Town of Waynesville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ00259 (Clyde) WO 00184 (JSD) Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Town of Clyde
FORM: FTA 04-16 Page 1 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 ®N/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 ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ® Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food prep aration/service ❑ Hotel and/or Motels
® School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
® Food and drink facilities ® Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ❑ Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow a°b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .01 14(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.01 14] shall be
determined using available flow dd ta, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 0 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
❑ Other (Explain):
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
10"
1216
DIP
8"
687
CIPP Liner
➢ 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: NA
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
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

IX. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(1) & (g) ❑ Yes ❑ No
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
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 webpage
➢ If noncompliance with 02T.0305( or (g), 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 213.0202
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 supporting documents.
Professional Engineer's Certification:
I �"wL J 24W a attest that this application for
(Professional Engineer's name from Application Item Ill. 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 misde anor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. /) /' 4 IT
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification
`f per 15A NCAC 02T .0106(b):
1, �2.�y. `� I4✓f a u�4� w 09iL Q 1
(Signature Authority's name & title frdm Application Item I.3.)
attest that this application for
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:
X S,re P4Ho%c hecf Eyp1A;o,,�',on_
Date: 1-9
FORM: FTA 04-16 Page 5 of 5

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APPLICANT: PROJECT:
TOWN OF CLYDE NORTH PIGEON RIVER SEWER LINE
POST OFFICE BOX
CLYDE, NC 28721 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE PLANS JAN 1 6 2018
REHABILITATION AND REPLACEMENT OF EXISTING SEWER LINE
NORTH SIDE OF THE PIGEON RIVER
HYDER MOUNTAIN ROAD
LOCATION: 1'Ufl�
ALONG HYDER MOUNTAIN ROAD
EAST OF OVERPASS FOR US 23-74
COUNTY: STATE: A S S O C I A T E S
HAYWOOD NORTH CAROLINA ENGINEERING -PLANNING -FINANCE
SCALE: 1 2000' DATE: JANUARY, 2018 1 SHEET 2 OF ?? 55 BROAD STREET ASHEVILLE, NC PH. [phone]

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