WQ0040057_Issuance of Permit_20180611

Permit Number WQ0040057
Central Files: APS _ SWP
6/7/2018
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
jason.robinson
Coastal SWRule
Permitted Flow
4,000
Facility
Facility Name
Major/Minor Region
Fearrington Section X Area D Phase 1
Minor Raleigh
Location Address
County
Chatham
Facility Contact Affiliation
Pittsboro NC 27312
Owner
Owner Name
Owner Type
Fitch Creations Inc D/B/A Fearrington Utilities
Non -Government
Owner Affiliation
Roy B. Fitch
2000 Fearrington Village
Dates/Events
Pittsboro NC 27312
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
6/11/2018 4/24/2018
6/11/2018 6/11/2018
Regulated Activities
Requested /Received Events
Subdivision
Additional information requested
Wastewater collection
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Water Resources
Enviromnental Quality
June 11, 2018
Roy B. Fitch., Jr. President
Fitch Creations, Inc., d/b/a Fearrington Utilities
2000 Fearrington Village Center
Pittsboro, NC 27312
Subject: Permit No. WQ0040057
Fitch Creations, Inc., d/b/a Fearrington Utilities
Fearrington Section X Area D Phase 1
Wastewater Collection System Extension Permit
Chatham County
Dear Mr. Fitch:
ROY
COOPER
Goeriinr
MICHAEL S. REGAN
Secrehrrl,
LINDA CULPEPPER
Inler-un Direcior
In accordance with your application received April 24, 2018 we are forwarding herewith Permit No.
WQ0040057 dated June 11, 2018, to Fitch Creations, Inc., d/b/a Fearrington Utilities (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein. This cover letter shall be considered a part of this permit
and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a permit modification request for a
name change must first be approved by this office.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section www.ncwaterquality.org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Vocation- 1900 Rarrett Drive. Raleigh. N('27609 Fax: [phone]

Fitch Creations, Inc., d/b/a Fearrington Utilities
Permit No. WQ0040057
If you need additional information concerning this matter, please contact Jason Robinson at (919) 791-
4200 or via e-mail at [e-mail].
Sincerely,
for Linda Culpepper.
Interim Director, Division of Water Resources
by S. Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Mr. Alan R. Keith PE of Diehl & Phillips, PA: [e-mail]
Chatham County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Page 2 of 8

North Carolina Department of Environmental Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Fitch Creations, Inc., d/b/a Fearrington Utilities
Chatham County
for the construction and operation of approximately 1,478 linear feet of 8 -inch gravity sewer to serve 16
two and three bedroom homes as part of the Fearrington Section X area D Phase 1 project, and the
discharge of 4,000 gallons per day of collected domestic wastewater into the Fearrington Utilities existing
sewerage system, pursuant to the application received April 24, 2018, and in conformity with 15A NCAC
2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated in
March 2008, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and updated March 2008, as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from the d to of iss ce until rescinded and shall be subject to the specified
conditions and; ' itations co i t erein
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0040057
Permit Issued: June 11, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Fitch Creations, Inc., d/b/a Fearrington Utilities
is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Fearrington Utiltities' Wastewater
Treatment Facility in accordance with Permit Number NC0043559.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and
updated March 2008, as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
No Special Conditions
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 and updated March 2008, as applicable; and other supporting materials unless
specifically mentioned herein. [15A NCAC 02T.01101
Page 4 of 8

3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected everyday (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High-priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i.. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Page 5 of 8

j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy ofthe supporting applicable design calculations including pipe and pump sizing, velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
Page 6 of 8

mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple 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.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T.0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope perthe Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case-by-case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater.collection facilities. [15A NCAC 02T.0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996 and updated March 2008,
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Mains adopted June 1, 2000 and updated March 2008 as applicable; and other supporting
materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board. [15A NCAC 02T.0104; 15A NCAC 02T .0108(b -c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T.0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Fitch Creations, Inc., d/b/a Fearrington Utilities
PERMIT #:
WQ0040057
PROJECT:
Fearrington Section X Area D Phase 1
ISSUE DATE:
June 11, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (E]periodically, F-1weekly, [ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996
and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable; and other supporting materials.
.........................................................................
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Division of Water Resources, Raleigh Regional Oftice, Wittcl• Quality Operations Section www.nmaterquality.m.
1628 flail Service Center, Raleigh, N('27699 -162S Phonc: [phone]
T RNVI R �tr Tlr;," NC 77,10 1 -- MIO-NS_71 Sq

W % State of North Carolina
Department of Environmental Quality
DW -R 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: 11J�OSc . 7 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Fitch Creations, Inc. (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: Roy B. Fitch, Jr. per 15A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: 2000 Fearrington Village Center NC Dept of Environmental Quality
City: Pittsboro State: NC Zip: 27312-A71IR t' ,jr-c,
5. Applicant's contact information:
Phone number: [phone] Email Address: rbna,fearrington.com Raleigh Regional Office
II. PROJECT INFORMATION:
1. Project name: Fearrington Section X Area D Phase 1
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: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.7922° Longitude: -79.0866°
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Alan R. Keith License Number: 13371
Firm: Diehl & Phillips, P.A.
Mailing address: 1500 Piney Plains Road Suite 200
City: C� State: NC Zip: 27518 -
Phone number: [phone] Email Address: arkeith(a),bellsouth.net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Fearrington W WTP Permit Number: NCO043559
Owner Name: Fitch Creations, Inc.
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ35291 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00238
Owner Name(s): Fitch Creations, Inc.
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 preparation/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.01 14(f))
Daily Design Flow
No. of Units
Flow
Single family residential lots
250 gal/day
16
4,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
4,000 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.0 I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4,000 GPD (per 15A NCAC 02T.01 14
➢ 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
8
400
PVC
8
1,078
DI
➢ 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:
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(f) & (g,)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes [:]No
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 -1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS -1 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 buildin 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(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 I 05(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
➢ 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
IfNo, 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.
2. Professional Engineer's Certification:
A4"w /Z A&Zr!, attest that this application for
(Professional Engineer's name from Application Item 111. 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 143-215.613, 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:
Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name & title from Application Item I.3.)
..............................................................
CAR / z,
04 SEA! •
0 13371
el"St.��� ���•
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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 arz 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 eral Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, represents n, o certifi tion in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not tq extee $10,000 well as civil penalties up to $25,000 per violation.
Signature:
Date: ( Z
FORM: FTA 04-16 Page 5 of 5

• State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of tIVAter Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Fitch Creations, Inc.
Project Name for which flow is being requested: Fearrington Section X Area D Phase 1
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: Fearrington WWTP
b. WWTP Facility Permit #: NCO043559
All flows are in MGD
c. WWTP facility's permitted flow 0.50 (0.270 constructed)
d. Estimated obligated flow not yet tributary to the WWTP 0.0459
e. WWTP facility's actual avg. flow 0.165
f. Total flow for this specific request 0.004
g. Total actual and obligated flows to the facility 0.2149
h. Percent of permitted flow used 79.6
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)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average Daily
Approx.
Not Yet
Total Current
Pump Station
Firm
Flow**
Current
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Weathersfield
0.90
0.36
0.14
0.015
0.155
0.205
* 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 (pf) 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): Fearrington Section X
Downstream Permit Number: WQ0038837
Page 1 of 6
FTSE 04-16

4i•
of W A T F9 State of North Carolina
Qp Department of Environment and Natural Resources
3:r Division of Water Quality
° WATERSHED CLASSIFICATION ATTACHMENT
(WSCAS-12/07)
FOR SEWER SYSTEMS
The Division of Water Quality (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at:
http://h2o.enr.state.nc.us/percs/
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ If the entire project area is a minimum of 100 feet from any surface water or wetlands, this
classification is NOT necessary. If any portion of the project is within 100 feet of any surface water
or wetlands, this form must be completed for the pertinent sections.
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA -12/07) unless requested by the Division.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each portion of the project
area that is within 900 feet of a waterbody or wetlands.
✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS-12/07 (SEWER SYSTEMS)" to collect the stream classification data. This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Quality regional office.
✓ The same Professional Engineer who certified the permit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm.
✓ Submit an 8.5 -inch by 11 -inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.). The map should have location ID's for each different
waterbody (where the sewer line is within 100 feet of such waterbody) and corresponding
classifications should be recorded.
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
✓ A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: http://www.enr.state.nc.us/htmI/regionaloffices.htmi.
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED***
INSTRUCTIONS FOR FORM: WSCAS-12/07

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
\o�OF W ATFgpG
Oji T
FOR SEWER SYSTEMS
Applicant Name
Project Name
Fitch Creations, Inc. dba Fearrington Utilities
Fearrington Section X Area.D Phase 1
Waterbody Stream
Index No.
Professional Engineer Name
Engineering Firm Name
Alan R. Keith
Diehl & Phillips. PA
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Unnamed tributary to Bush
Chatham
Cape Fear
16-41-1(0.3)
VVS-IV, NStN
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
"' END OF FORM WSCAS-12/07 "'
FORM: WSCAS-12/07
oll 111/1
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VX SEAL per:
13371
,A
Page 1 of 1

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April 25, 2007
Mr. Roy B. Fitch, President
Fearrington Utilities
2000 Fearrington Village
Pittsboro, NC 27312
Subject: Fearrington Utilities WWTP
Permit No. NCO043559
Adjusted Daily Sewage Flow Design Rate
Chatham County
Dear Mr. Fitch:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
On January 19, 2007, the Division of Water Quality (Division) received a request from your
consulting engineer, Diehl & Phillips, for an adjustment to the daily sewage flow design rates.
This adjustment would apply to all permitted but not yet tributary connections and all future
connections tributary to this facility in accordance with 15A NCAC 02T .0114(f). A flow
adjustment to 70 gallons per day per bedroom was requested. The information provided was
reviewed by the Division's Raleigh Regional Office, and additional information was provided by
your engineer to the Raleigh Regional Office dated February 23, 2007 and March 28, 2007.
In accordance with 15A NCAC 02T .0114(f)(2), the Raleigh Regional Office has evaluated all
the submitted data and considered other factors including weather conditions during the data
period of November 2005 through October 2006, monitoring data for this facility and an
analysis of flow reduction data for other facilities comparable to Fearrington. Based on the
data submitted, the Division hereby approves the use by Fearrington Utilities for the collection
system described in Permit No. WQCS00238, and the treatment plant described in Permit No.
NC0043559, an adjusted daily sewage design flow rate of 250 gallons per day per 1 to 3
bedroom single family dwelling, with an additional 70 gallons per day per each bedroom
over 3 bedrooms, effective immediately.
In granting this flow reduction, please be advised that the Division will not reissue any
outstanding permits made prior to this flow reduction request. If reissued permits are desired,
a permit modification request with the appropriate fee must be submitted for each permit to be
so modified. Flow allocation and tracking files maintained by the Raleigh Regional Office will
be updated for any flow being shown as not yet tributary to the WWTP.
Future sewer extension applications should be made using the reduced flow amounts stated
above. All other aspects of the permitting process remain unchanged, and all applications
North Carolina Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www.ncwatffQuality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
o e
NhCarolina
Naturally
Customer Service
1-877-623-6748

Mi Roy B. Fitch
Fearrington Utilities
Page 2
must be in compliance with the statutes, rules and regulations, and minimum design criteria as
certified by the owner and engineer. Without regard to this or any other flow reduction either
requested or granted, at no time shall the flow to this wastewater treatment facility
exceed the limits defined in the NPDES permit for this facility, nor exceed the capacity
of the sewers downstream of any new sewer extension or service connection.
If you have any questions regarding this adjustment to the daily sewage flow design rates, or
require any additional information, please contact Barry Herzberg at [phone], or by e-
mail to bara.herzberg(aD-ncmail.net.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
by Charles Wakild, P. E.
Surface Water Quality Supervisor
Raleigh Regional Office
Cc: John F. Phillips, PE; Diehl & Phillips, 219 East Chatham Street, Cary, NC 27511
Chatham County Health Department
RRO SWP, SL, SB, BH
RRO, Fearrington WWTP File, NC0043559
Deborah Gore, PERCS Unit
Jim McKay, NPDES East

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CONSULTING ENGINEERS
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Cary", Nox—th CFu'O"a 27518

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.Page 1 of 1
North Caradina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
Corporations
OCorporations Home
•importarrt Notice
.*corporate Forms
*Corporations FAQ
&New Form Notice
eVerify Certification
Links
•Secretary Of State Home
'Business License
Register for E-Procureme
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��fl'1�r' Senate
Legislation
Q I99e tale 0711...
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60ther Legislation
Search
*By Corporate Name
•For New Corporation
`By Registered Agent
Online Orders
*Start An Order
PO Bax 29622 Raleigh, NC 27626-0622 [phone]
Date: 7/10/2002
Document Filings
Corporation Names
Name
Fitch Creations, Inc.
Business Corporation Information
SOSID: 0053322
Status: Current -Active
Date Formed: 4/10/1931
Citizenship: -Domestic
SF, :te rf Inc.. NO
Duration: Perpetual
Registered Agent
Agent Name: Fitch Jr, Roy B
Registered Office 2000 Fearrington
Address: Village Center
Registered Mailing
Address:
Pittsboro NC 27312
2000 Fearrington
Village Ctr
Pittsboro NC 27312
N(
Principal Offi
Address:
Principal Mai
Address:
Bar -Coded Forms
For questions or comments about the North Carolina Secretary of Stair's web site, please send e -mall to Wet
For questions or comments conceming the Corporations Division, please send e-mail to Corporations
hit„ // .s e+�n,_state.nc_'��;Q_ f�nnc/cQc! /GL►?r.2Sr74FS?Q 07/10/200
r-•

January 16, 1996
Mr. Allen Keith
219 E. Chatham Street
Cary, North Carolina 27511
Re: Fearrington Village
Chatham County
Dear Sir:
This letter is to certify that Fearrington Utilities has been granted a
Certificate or. Public Convenience and Necessity to provide sewer utility
service in the above subdivision under Docket No.- W-661, Sub 3. This utility
company is under the jurisdiction of and subject to the requirements of the
North Carolina Utilities Commission.
If we can. be of further assistance to you, please do not hesitate to
contract this office.
Sincerely,
Andy Lee, Director
Public Staff Water Division
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733-2A35 733 610 733-2M 7334110 i33 -?766
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P.0 - Box 29520 • Raldg�, North Caroli= 27626-a= • Fnc{974GQ_r
k+ Ed Oppm.,dty / AJr—tirc A,.G- E pi yer RC1

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DIHEL & PHILLIPS, P.A.
CONSULTING ENGINEERS
1500 Piney Plains Road Suite 200
Cary, North Carolina 27518
Telephone [phone] — Fax [phone]
April 24, 2018
WILLIAM C. DIEHL, P.E.
JOHN F. PHILLIPS, P.E.
ALAN R. KEITH, P.E.
03tJJO ltwolla-8 gfhol -d
Non -Discharge Permitting Unit 8102 � Z Ndb
Division of Water Quality
NC DENR K111vn01V)U0wu0a1nug Jo tdoa C)M
1628 Mail Service Center
Raleigh, NC 27699-1617
Re: Fast Track Sewer System Extension Application
Gravity Sewer Extensions to serve Section X Area D Phase 1 Fearrington P.U.D.
Chatham County
Dear Reviewer:
Enclosed for your review are the following for the referenced project:
1. Original and one copy of Gravity Sewer Extension Form
2. Flow Tracking Form (FTSE)
3. Watershed Classification Form
4. $480.00 Review Fee
We request that you approve the proposed permit application. There are 16 residential units
associated with the project. The flow associated with the project is 4,000 gallons per day.
Should you have questions or require further information, please contact our office.
Sincerely,
Diehl & Phillips, P.A.
4� A7421, -.-
Alan R. Keith, P.E.
Cc: R.B. Fitch