WQ0045032_Application (FTSE)_20240220

I l r
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: WQ0045032
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Fearrington Utilities. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ® Privately -Owned Public Utility
❑ Federal ❑ Statee'County ❑ Municipal ❑ Other
3. Signature authority's name: Greg F� per I SA NCAC 02T .O106Lt( l
Title: Manager
4. Applicant's mailing address: 2000 Fearrington Village Center
City: Pittsboro State: NC Zip: 27312-,
5. Applicant's contact information:
Phone number: [phone] Email Address: greg(@fearrington.com
II. PROJECT INFORMATION:
1. Project name: Granville Subdivision Phase
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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: 35.3910 Longitude:-79..0832
5. Parcel ID (if applicable): 95264 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
l . Professional Engineer: Alan R. Keith License Number: 13371
Firm: Diehl & Phillips. P.A.
Mailing address: 1500 Piney Plains Road Suite 200
City: Cary State: NC Zip: 27518-
Phone number: [phone] Email Address: arkeith _,bellsouthnet
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Fearrington WWTP Permit Number: NCO043559
Owner Name. Fearrington Utilities, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQQ038837
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00238
Owner Name(s): Fearrington Utilities, LLC
FORM: FTA 10-23 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 (MORN]: DE V 1 been attached?
[-]Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA Pt_1A Operational Agreement FORM: HOA and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes [-]No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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 % Industrial (See; 15A NC'A(- 021 .(11.03(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC t)21 .0114(f)? ® Yes ❑ No
If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T,0I14(f))
Daily Design Flow a,b
No. of Units
Flow
250 gal/lot all 2 and 3 bedroom units
15
3,750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,750 GPll
a See 15A NCAC 02T .011 11)), (d). (c)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. 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.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 3,750 GPD (per 15A NCAC0' 1 .0l 14 and (;.5. 143-215.1 }
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: — Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDCJG ravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,626 PVC
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
b. Power reliability in accordance with 15A NC'AC 02T .0305thx 1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13):
➢ 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305t f) "-am)? ® Yes [:]No
15A NCAC 02T.0305(l) contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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, and associated wetlands.
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 associated with these waters (see item Dt.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 021.0305(t) or see Section X.1 of this application
*15A NCAC027.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnatie
Does this project comply with the minimum separation requirements for water mains? ® Yes [—]No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [:]No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's draft separatiurt requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with _15A NCAC_ 021.0105(c)(6) (additional permits/certifications)? ® Yes [—]No
Per 15A NCAC 0221.0105(c)(61, directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402. "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Dcsi an Criteria for [lie Permitting of&mp Stations
( y and force Mains latest version), and the Gravtl SewerMinimum Design Criteria (latest version) as applicable?„
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request_ will be issued
concurrentiv with the approvalof the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or ► here the variance is determined by the Division to be a
siiinificanl portion or the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I Alan R. Keith , attest that this application for Granville Subdivision Phase 1
(Professional Engineer's name from Application Item III 1 ) (Project Name from Application Item II.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,
N9iniinum Design Criteria for Grad[. Sewers I latest version}, and the Minimum Design Criteria for the Fast-'l rack Permitting
of Purnh Stations and Force Mains [lawst 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 143-215.6I3, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
ww
North Carolina Professional Engineer's seal, signature, and date: �1\\+111 t;A;RO�
0y.If
�' 7 �pEr� y,�L
E
3. Applicant's Certification per 15A NCAC 02T .0106(b): JJ;AL�
I Greg Fitch Granville Subdivision Phase 1
attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
attest that this application 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 14 ti-215.hB, 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.
�� 1
Signature: - Date: , �1 _,z,
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Fearrington Utilities, LLC
Project Name for which flow is being requested: Granville Subdivision Phase 1
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all punrp
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: Feanington 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 0.0594
e. WWTP facility's actual avg. flow 0.150
f. Total flow for this specific request 0.0038
g. Total actual and obligated flows to the facility 0.2132
h. Percent of permitted flow used 78.96
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. "
(Finn., pfl,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Weathersfield
0.90
0.36
0.14
0.019
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 Area C
Downstream Permit Number: WQ0038837
Page 1 of 6
FTSE 04- l 6

III. Certification Statement:
I Greg Fitch 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 Uffieial
Date
Page 2 of 6
FTSE U4-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing
Page 4 of 9
FTSE 10-23

WASTEWATER TREATMENT SYSTEM EXPANSIONS BEYOND EXISTING ALLOCATION
Complete this form and submit applicable supporting documentation if the proposed project is subject to
overallocation allowances outlined per G.S. 143-215.1(3).
Receiving WWTP Name:
Receiving WWTP Permit Number:
Provide a conv of the active NPDES permit for the receiving WWTP.
Overallocation Criteria
1. Does the receiving WWTP's existing NPDES permit have an expansion flow tier? ❑ Yes or ❑ No.
a. If yes, provide the expansion flow tier: MGD; proceed to item 2.
b. If no, overallocation is not allowable for this construction until such a time that the receiving
WWTP's NPDES permit is modified for inclusion of an expansion flow tier capable of receiving
and sufficiently treating the wastewater generated by the proposed construction.
2. Is the receiving WWTP and collection system located within either (1) a county with a projected population
growth rate above two percent annually based on a 20-year residential growth projection conducted using data
provided by the Office of State Budget and Management (OSBM) State Demographer or (2) one of the top
20% of the fastest growing counties in the State by population based on a 10-year residential growth
projection conducted using data provided by the OSBM State Demographer? ❑ Yes or ❑ No.
a. If yes, submit a residential population projection to support your claim; proceed to item 3.
b. if no, overallocation is not allowable for this construction.
3. Has the receiving WWTP received a violation for being non -compliant with any non -flow limitations
identified in the active NPDES permit in the past 5 years? ❑ Yes or ❑ No.
a. If yes, overallocation is not allowable for this construction.
b. If no, submit a limit violation report to support your claim; proceed to item 4.
4. Has the receiving WWTP exceeded its monthly average flow limitation identified in the active NPDES permit
more than once in any 12-month period in the past 10 years? ❑ Yes or ❑ No.
a. If yes, overallocation is not allowable for this construction. The receiving WWTP may not
allocate more than one hundred percent (100%) of the existing system's hydraulic capacity until
the permittee complies with the permitted monthly flow for at least 12 consecutive months.
b. If no, submit a WWTP flow report to support your claim; proceed to item S.
5. Is completion of construction for work identified in an Authorization to Construct (ATC) permit that results in
expansion of facility to the next flow tier anticipated to occur within 24 months of the submittal date? ❑ Yes
or ❑ No.
a. If yes, allocation of one hundred ten percent (115%) of the receiving WWTP's existing hydraulic
capacity is allowable.
Provide the ATC Permit Number: ;
ii. Submit a construction timeline signed by the contactor's Project Manager;
iii, Submit a letter of agreement of timeline feasibility signed by the NC -licensed
Professional Engineer responsible for the certification of work covered under the
applicable ATC permit;
iv. Proceed to item 6.
If no, allocation of one hundred ten percent (110%) of the receiving WWTP's existing hydraulic
capacity is allowable. Proceed to item 6.
Page 5 of 9
FTSE 10-23

6. Does the overallocation identified as allowable under item 5 result in a WWTP flow rate greater than the
permitted projected capacity after expansion? ❑ Yes or ❑ No.
a. If yes, overallocation is not allowable for this construction.
b. If no, proceed to item 7.
7. Does the overallocation identified as allowable under item 5 result in a WWTP flow rate greater than 800o of
the permitted projected capacity after expansion? ❑ Yes or ❑ No.
a. If yes, overallocation is allowable. Submit an engineering evaluation of the receiving W WTP's
future wastewater treatment, utilization, and disposal needs. This evaluation shall outline plans
for meeting future wastewater treatment, utilization, or disposal needs by either expansion of the
existing system, elimination or reduction of extraneous flows, or water conservation and shall
include the source of funding for the improvements. If expansion is not proposed or is proposed
for a later date, a justification shall be made that wastewater treatment needs will be met based on
past growth records and future growth projections and, as appropriate, shall include conservation
plans or other measures to achieve waste flow reductions. This shall be provided to the Division
prior to the proposed activity. Proceed to item 8.
b. If no, overallocation is allowable.
8. Does the overallocation identified as allowable under item 5 result in a WWTP flow rate greater than 9000 of
the permitted projected capacity after expansion? ❑ Yes or ❑ No.
a. If yes, overallocation is allowable. However, the permittee for the receiving WWTP shall obtain
all permits needed for the expansion of the wastewater treatment, utilization, or disposal system
and, if construction is needed, submit final plans and specifications for expansion, including a
construction schedule. If expansion is not proposed or is proposed for a later date, a justification
shall be made that wastewater treatment needs will be met based on past growth records and
future growth projections and, as appropriate, shall include conservation plans or other specific
measures to achieve waste flow reductions. This shall be provided to the Division prior to the
proposed activity.
b. If no, overallocation is allowable.
Signing Oifficial Signr ure
Page 6 of 9
FTSE 10-2?

Section 11
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2.5.
if the available capacity (E) for any pump station is - 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm i pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 8 of 9
FTSE 10-23

DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS
1500 Piney Plains Road Suite 200
Cary, North Carolina 27518
"I'elephone [phone] lax [phone]
February 16, 2024
Tanvir Pasha
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Additional Information
Granville Subdivision Phase 1
Fearrington Utilities, Chatham County
Dear Mr. Pasha:
WILLIAM C. DIHIll- 11.2.
JOHN F. PHILLIPS, P.E.
ALAN R. KFITI I, P.F.
Enclosed is a revised original and a copy of the Fast Track Sewer System Extension Application
and the Flow Tracking form for the referenced project. We offer the following responses to your
email of February 2, 2024:
i . The utilities at Fearrington have been transferred from Fitch Creations, Inc. to
Fearrington Utilities, LLC and Greg Fitch is the Manager. The Division has been
notified of the name change for the Discharge Permit and the Collection System. Please
update your records.
2. Granville will be a continuation of the housing types in Fearrington P.U.D. The houses
proposed will be two or three bedroom units that may be permitted at 250 gpd / unit per
the Flow Reduction Letter. Item 7 had "all 2 and 3 bedroom units" added.
3. Section IX.1 has been checked "yes". The proposed sewer meets all of the setback and
separation requirements.
4. Section IX.4 has been changed to "yes".
5. An updated USGS Quad map with Granville Phase 1 added is attached. Also attached is
the Master Sanitary Sewer Plan for Fearrington with Granville shown.
6. The Granville Phase 1 project does not have any stream or buffer impacts. The project
site has been reviewed (delineated) by Chatham County Watershed Protection, NC
Division of Water Resources, and the US Army Corps of Engineers to identify streams
and wetlands. The project layout does not impact any streams, wetlands, or buffers per
the delineations by the regulatory agencies. The project layout and lack of impacts was
approved by the Chatham County Board of Commissioners during the Special Use Permit
process for Granville Subdivision.

7. The FTSE form has been updated. The flow not tributary number was a typo. The actual
average flow reflects recent flow numbers following the WWTP modification with new
flow monitoring equipment. Attached is an updated form.
Sincerely,
Diehl & Phillips, P.A.
Alan R. Keith, P.E.
enclosure
Cc: Greg Fitch

DIEHL & PHILLIPS, P.A. NCDept offinvironrnental Quality
C)NSI, I I INO I NUM I RS
15(N) Pine\ Plain, Road Swle 200
Car\. North Carolinas 27518
1 elephone [phone]
Water Quality Section
Raleigh Regional Office
NC DEQ
3800 Barrett Drive
Raleigh, NC 27609
DFC 2 9
Raleigh Regional Office
December 26, 2023
Re: Fast Track Sewer System Extension Application
Gravity Sewer Extensions to serve Granville Subdivision Phase t
Chatham County
Dear Reviewer:
Enclosed for your review are the following for the referenced project:
1A It HAM ( I)II'I II . P 1
IUf IN I - PI III I IPS_ P.I-_
AI \N R. KI 1111. 11.1:
l . Original and one copy of Gravity Sewer Extension Form (FTA)
2. Original and one copy of Flow Tracking Form (FTSE)
3. Copy of Letter from the Utilities Commission regarding Franchise Expansion
4. Copy of Flow Reduction Letter
5. Certificate of Public Convenience and Necessity for Fearrington Utilities, LLC
6. USGS Quad Map
7. Street Map
8. Copy of Easement for Sewer Extension Granville to Fearrington P.U.D.
9. $6000.00 Review Fee
We request that you approve the proposed permit application. There are 15 residential units
associated with the project. The flow associated with the project is 3,750 gallons per day.
Should you have questions or require further information, please contact our office.
Sincerely,
Diehl & Phillips, P.A.
64'4
Alan R. Keith, P.E.
Cc: Greg Fitch

'V*r1'Sd1'111fj,,2Y 1HE11CI
V-1'1V W1 FW"
NIV-J�TAAAAIA�TVII%�', 11
iji-
--------------

a
Q
o
d
=
m
v
T
Q
i
J
a
¢
IL
i
G�
N
o
Op
N
Q= �
r �
V
Z
a)
'o 0
T % �,
U
� o 0
m U U
J E E
err
t� U U

GATE TRCE o
F . "ACK BeAfNErT RD
po ?
-� Y RD .�
o � FO��SS `
_ a
� • � � � � ,+sue
4 r
M0RAI5 R VPLLAGE WAY
�y a 1 PInrOLEW00
0 �3 Fearr�ngt- on
4 ti'illage a
Q E(D Sp
15
j 1
f
a GRAANVILLE
SUBL)MMON,
PHASE 2
CBIG HOLE RD
LAUREL KNOLL DR
L 1'
JIB
f
s
C sQ
1 / y king pond S5o
N a
n �4
r..gSR�\a`o
Burnett Mtn REl3 COON RUN„
} &URr,pFTE,ApUNTAlN LN
HtipSQN �
GRAPHIC SCALE
2000 0 1000 2000 4000
GRANVILLESUBDIVISTON DIEHL & PHILLWS P
PHASE I A.
usrsQu�NrAr
axon 1wc E GDOEM-uc NO-U '
" I IBM rrvy>�� zo . RL So mom... uss
CHA7fiAE1C1JUN'fY,NORTHC.9RDI.INA cnxY.nicTMa.rytS�+magrt �r neaW„d.p

Michael F Easley Governor
NC Dept of Envirionmentai Quality William G, Ross Jr, Secretary
North Carohira Department orEnwonment and Natural Resouices
Alan W Klimek, P E. Director
Dtv,.lion ofWater Quality
Aprif 25, 2007
Mr. Roy B. Fitch, President
Fearrington Utilities
2000 Fearrington Village
Pittsboro, NC 27312
Raleigh Regional Office
Subject: Fearrington Utilities WWTP
Permit No. NCO043559
Adjusted Daily Sewage Flow Design Rate
Chatham County
Dear Mr. Fitch.
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 Fearnngton 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 Div,sion or Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 Phone (919) 791 a200
Internet wwtv.ruwattxnuaiitv.ore Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opporlu nitylAlfirmalive Aclion Employer - 50% Recyder:140 ; Post Consumer Paper
W1f1'[i1&
Customer Service
1.877-523.6748

NORTH CAROLINA
PUBLIC STAFF
U-111-1-FIES COMMISSION
July 18, 2023
VIA ELECTRONIC MAIL
Mr. Edward S. Finley, Jr., Esq,
Edward S. Finley, Jr., PLLC
2024 White Oak Road
Raleigh, North Carolina 27608
RE. Fearrington Utilities, LLC
Docket No. W-1341, Sub 1
Notification of Intention to Begin Operations in Area Contiguous to Present Service Area -
Granville SID, Chatham County
TO WHOM IT MAY CONCERN:
The North Carolina Utilities Commission has received a Notification of Intention to Begin Operations
in Area Contiguous to Present Service Area filed by Fearrington Utilities, LLC (Fearrington), to provide
wastewater utility service to the Granville subdivision in Chatham County, North Carolina. The Public Staff
anticipates that, upon investigation and review of the submitted notification, the Commission will recognize
this contiguous extension and will issue a Certificate of Public Convenience and Necessity. The wastewater
collection system extension permit issued by the North Carolina Department of Environmental Quality for
the subject service area must be included or the filing will be deemed incomplete.
Please feel free to call if you have any questions or if I can be of further assistance.
Sincerely,
Electronically submitted
/s/ Shashi Bhatta, PE
Engineer
Public Staff — Water, Sewer, Telephone Division
North Carolina Utilities Commission
cc: Freda Hilburn
Executive Director
Accounting Consumer Services
Economic Research
[phone]
(919) 7334279 [phone]
[phone]
Energy
Legal Transportation
WaterlTelephone
[phone]
[phone] [phone]
[phone]
4326 Mail Service Center - Raleigh, North Carolina 27699-4300 • Fax (919)
733 9565
An Equal Opportunity I Affirmative Action Employer
}
a
v
J
Q
V
LL
LL
0

APPENDIX A
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1341, SUB 0
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
FEARRINGTON UTILITIES, ILLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
for providing sewer utility service
to
FEARRINGTON VILLAGE SUBDIVISION
Chatham County, North Carolina
subject to any orders, rules, regulations
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 20th day of December, 2022.
NORTH CAROLINA UTILITIES COMMISSION
Tamika D. Conyers, Deputy Clerk

BK 2274 PG 0754
NC Dept of Environmental Quality
Raleigh Regional Office
Prepared by/return to: Thomas R. Holt
400 Market Street, Ste. 202
Chapel Hill, NC 27516
STATE OF NORTH CAROLINA
COUNTY OF CHATHAM
PRIVATE SEWER LINE EASEMENT
FILED ELECTRONICALLY
CHATHAM COUNTY NC
LUNDAY A. RIGGSBEE
REGISTER OF DEEDS
FILED Dec 30, 2021
AT 04:28:03 PM
BOOK 02274
START PAGE 0754
END PAGE 0757
INSTRUMENT N 19964
EXCISE TAX $0.00
THIS PRIVATE SEWER LINE EASEMENT entered into the Its day of December, 2021, by and between
Julian D. Bobbitt, Jr. and Harriett C. Bobbitt, hereinafter referred to as "Grantor", and Fitch Creations, Inc., hereinafter
referred to as "Grantee".
WITNESSETH
THAT, WHEREAS, the Grantor is the record owner of that real property described as Lot 4418, Fearrington
"Richmond Close" Section X Area C, according to the plat and survey thereof filed in Plat Slides 2018-19, 2018-20,
& 2018-21, and conveyed to Grantor in Deed Book 1971, Page 401, Chatham County Registry, to which reference
is made for a more accurate description ("Grantor's Tract"); and
WHEREAS, the Grantee is or will be the record owner of that 51.765 acre, more or less, tract of real property
adjacent to and south of the Grantor's tract, more particularly described on Exhibit A attached hereto and incorporated
herein ("Grantee's Tract"); and
WHEREAS, the Grantor desires to grant and the Grantee desires to acquire an easement over the Grantor's
Tract for the purpose of connecting Grantee's Tract to the sanitary sewer system serving Fearrington Subdivision,
which easement is more fully described below.
NOW, THEREFORE, for and in consideration of the sum of Ten Dollars ($10.00) and other good and
valuable consideration, paid by Grantee to the Grantor, and of the mutual obligations of the parties as set out below,
the receipt and sufficiency of which is hereby acknowledged by Grantor, Grantor does hereby grant and convey to
Grantee, its heirs, successors and assigns, an irrevocable and perpetual easement for the installation, maintenance and
repair of an underground sanitary sewer line over and across the following described property:
BEING ALL of that twenty foot (20') wide area running in a northwesterly direction from the southern line
of the Grantor's Tract to an existing Variable Width Sanitary Sewer Easement located on the
Grantor's Tract, as shown on the plat and survey entitled, "SANITARY SEWER EASEMENT for JULIAN
D. BOBBITT, JR. and HARRIETT C. BOBBITT," by Van R. Finch - Land Surveys, P.A., dated December
submitted electronically by "Bagwell Holt smith sv"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Chatham County Register of Deeds.

BK 2274 PG 6756
IN WITNESS WHEREOF, Grantors have set their hands and seals, and Grantee has caused the execution of
this document in its corporate name, the day and year first above written.
�(SEAL)
Julian D. Bobbitt, Jr. J
G. 't (SEAL)
Hlirriett C. Bobbitt
STATE OF NORTH CAROLINA
COUNTY OF cifiQ-fham
Fitch Creations, Inc.,
a North C ina corporation
Q
By: Ir' y
Greg Fitch, Vice President
1, a Notary Public, certify that Julian D. Bobbitt. Jr. and Harriett Q. Bobbitt, personally appeared before me
this day and acknowledged the execution of the foregoing instrument. Witness my hand and official seal, this the
Zip day of December. 2021.
Lau.r(6-F otary Public
My Commission Expires: 1 I f? ZUZ3
I, a Notary Public, certify that Greg Fitch, Vice President of Fitch Creations Inc., a North Carolina corporation,
personally appeared before me this day and acknowledged the execution of the foregoing instrumSpt on behalf of the
corporation, and for the purposes stated herein. Witness my hand and official seal, this the '�/ day of December,
2021.
LALm"e-f . _ 1, Notary Public
My Commission Expires: 3

[External] RE: Granville Subdivision Phasel_Additional Information Request
[e-mail] <[e-mail]>
Fri 2/16/2024 8:02 AM
To:Pasha, Tanvir <[e-mail]>;[e-mail] <[e-mail]>
1 S attachments (1 MB)
Letter-DWR Sewer Permit Addtional Information.pdf; FTA-revised 2-24.pdf; FTSE-revised.pdf; Granville USGS Quad Map-8.S_11 Quad Map.pdf; Fearrington Sewer Map.pdf;
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the
Home tab.
Good Morning
Attached is a cover letter, revised FTA, FTSE, and maps in response to your request for additional information. Original copies of the documents have been mailed also.
Contact our office if you require anything further.
Thankyou
Alan R. Keith, P.E.
Diehl & Phillips, P.A.
1500 Piney Plains Road Suite 200
Cary, NC 27518
(919)-467-9972 x 102
arkeith(rabellsouth.net
From: Pasha, Tanvir <ta nvi r. pasha@ deq.nc.gov>
Sent: Friday, February 2, 2024 9:10 AM
To: [e-mail]; [e-mail]
Subject: Granville Subdivision Phasel_Additional Information Request
Hello Greg and Alan,
After reviewing the Fast Track Sewer System Extension Application for GRANVILLE SUBDIVISION PHASEI , additional information is required in
order to further process the application. Please provide the following information by MarCh 3, and note that the requested information must be
submitted within 30 days of this request, or the applicant will be required to submit a new application and application fee in accordance with 15A
NCAC 02T .0107.
1. According to our records, Greg Fitch's title is enlisted as "Vice President in NCO043559 and WQCS00238". Please provide the correct
title.
2. Please provide the design flow rate for each establishment type (one -BR, two -BR, three -BR, four-BRs), and the number of units for
each establishment type in the section VI.7 of the FTA 10-23 following the flow reduction approval letter. Please provide this detailed
information in the narrative as well.
3. Section IX.1 is not checked, please review and resubmit this page to ensure that the project meets the setback requirements as
specified in the 15A NCAC 02T .0305(f) & (g) Rules and the MDCs. If the project is unable to meet the setback requirements, then
please provide a comprehensive narrative explaining the alternative used in the project so that the Division is able to make a
determination as to whether or not Fast Track permitting is appropriate for this project.
4. According to Section IXA. of the FTA, the project is not located in a buffered basin. However, according to NC Riparian Buffer Areas
map the project is located in the Cape Fear River Basin and subjected to Jordan Lake Stormwater & Buffer Permit Programs. Please
update Section IX.4. of the FTA to reflect this.
S. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map
should be included with the application. The maps need to clearly identify the project area, including the closest surface waters,
general location of the gravity sewer, pumpstations, and force mains, and the downstream connection points for the receiving sewer.
Please provide the required maps according to the application requirements.
6. Although Section IX.5. indicates that a 401/404 authorization is not needed, the project map was not clear to identify the nearest
stream. Please confirm that the 401/404 authorization is not applicable for the project area. This information can be entered into a
comprehensive narrative. Additionally, does this project have any stream crossings or other stream and/or wetland impacts? If so,
what are the impacts and are they temporary or permanent?
7. In the FTSE 10-23 Section I.g, the total actual and obligatory flows to the facility is not correct. Please update Section I.d-h. and
resubmit the FTSE form.

15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the application or accompanying
supporting information may be modified to make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as incomplete. Any resubmittal of a returned
application shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request
*Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023 has stipulated in the 2023
House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees, Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha, MS (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250, Cell: 984-202-3390
ta�vir pasha(rDdeq,n—c gov
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state officia
Virus-free.www.avast.com