WQ0041283_Application (FTSE)_20191101

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I ��y •4„�� /G'l �I 1}�5tate of forth Carolina
Department of Environmental Quality
DWR ty Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTE_-I EXTENSION APPLICATION
f3l�isloi7 of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 0 00 lw ltobccnmpirtidha DWRI
All items must he completed or the application will be returned
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I. APPLICANT
INFORMATION:
1.
Applicant's name: Old North State Water Company. LLC (company, municipality. VIOA, utility, etc.)
2.
Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Pri%-ately-0«ncd Public Utility
❑ Federal ❑ State. County ❑ Municipal ❑ Other
3.
Signature authority's name: Lee Bowman per 15A NCAC 02T .0106 h
Title: Director of Protect and Corporate Development
4. Applicant's mailing address: 4700 Homewood Court. Suite 108
7J
City: Raleigh State: NC Zip: 27609-�
5.
Applicant's contact information:
—y
Phone number: [phone] Email Address: Iboumanoenvirolinkinc.com
c � s
II. PROJECT INFORMATION:
1.
Project name: Granite Mill Blvd. Force Main Fxtension
2.
Application: Project status: ® Proposed (Nc%% Permit) ❑ Existing Permit. -Project
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n
If a modification, provide the existing permit number: «'QOO_ 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: 35.8158 Longitude: -79.1 130
5.
Parcel ID(ifapplicable): 91380
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Gareth Avant License Number: 036348
Finn: McKim & Creed, Inc.
Mailing address: 1730 Varsity Drive, Suite 500
City. Raleigh State: [C Zip: 27606
Phone number: (919) 233-RO9I Email Address: gavant(u mckimcreed coin
IV. WASTEWATER TREATMENT FACI LITN'(WWTF) INFORMATION:
1. Facility Name: Briar Chapel Utilities Wastewater Treatment Facility Phases A and B
Owner Name: Old North State Water Company. LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WN' TF):
I. Permit Number(s): WQQO37256 Nlodificaton iBriar Chapel Phase 1 1)
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Old North State Water Company, LLC
Permit Number: W00028551
FORM: FTA 04-16 Page[ of 5

Vl. 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 (FORNI_DEV) been attached?
❑ Yes ®No ❑MA
3. If the Applicant is a Home-Proaerty Owners' Association, has an Operational Agreement (FORNI: 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 andior Motels
❑ School / preschool / day care ❑ Medical dental / veterinary facilities ❑ Swimming Pool +Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool+Filter Backwash
❑ Businesses / offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: P-o Domestic,;Commercial % Commercial
°lo Industrial (See 15A NCAC 02T .0103(,20-))
1Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)fl? ❑ Yes ® No
If vesprovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow °''
No. of Units
Flow
gal;'
GPD
gal!
GPD
gal;'
GPD
gal.'
GPD
gal'
GPD
gal'
GPD
7olal
GPD
a See 15A NCAC 02T .0114 b d . e i 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per I5A 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.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .01 la)
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 pennits 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

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
Section II &III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)-02T .0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: N_'A millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): —N.-'A gallons per minute at Ni'A feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
756
DIP
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B);
1- Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i 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 - I5A 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 &
i 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided 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 11 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 nonnal
high water (or tide elevation) and wetlands see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
I0 feet
Final earth grade (vertical)
36 inches
i 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surfke Water 'Iasi i s t
If noncompliance with 02T.0305(fl or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands'? (50 feet of separation) ® Yes [:]No
:- Seethe 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 I5�AC 02B .0200? ® Yes [-]No
Y This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
Wetiand-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 Permittini Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permitsicertifications)?
® Yes [:]No
Per 15A_NCAC 02T.0„105(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(2)(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 Criteriai for the Permitting of Pumn Stations
anal Force Mains (latest version). and the Gravity •wer Minimum Design Criteria (latest version) as applicabic?
® Yes ❑ No
If No, complete and submit the Vanance/Alternative Design Request application (VADC 10-14) and supporting document~
for review, AuRroval of the request is required prior to submittal of the Fast Track A lication and su ortin
documents.
2. Professional Engineer's Ccrtilication:
Gareth Avant
(Professional Engineer's name froin Application Item Ill.1.)
attcst that this application for
has been reviewed by me and is aa:curatc, complete and consistent with the information supplied in the plans, specifications,
engineering oieulntions, and ail other supporting documentation to the best of my knowledge. ( 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 S10,000, as well as civil penalties up to $25.000 per violation.
�ltltira�1�,
North Carolina Professionalfessivnal Engineer's seal, signature, and date: iafi//'
��```��H "'offS.
- 036
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Applicant's Certification per 15A NCAC 02T .0106(b): 1, "toe- 6 0W M J8 K A L-Aol' [ attest that this application for
(Signature Authority's name & title from Application Item 1..)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting 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 pans of this application package are not completed
and that if al, requited supporting information and attachments are not included, this application package will be returned to
me as incomplete_
NOTE — In accordance with General Statutes JL43-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature Date:
FORM: 1TA 04-16 Page 5 of

4:��Mq<IM&CREED
TO: Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, N.C. 27609
ATr hMON Mr. Danny Smith
LETTER OF TRANSMITTAL
DATE. October 24, 2019
PROJECr NO- 2735-0260
TASK No: REIMB
RE Briar Chapel — Granite Mill Force Main
Extension
TRANSMITTAL NO..
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ CalcuIations ® Other - Fee
Quantity
Drawing No.
Rev
Description
Status
2 EA
Fast Track Application for Gravity Sewers, Pump Stations and
G
Force Mains
2 EA
Project Narrative & USGS Map
C
• Including Certificate of Public Convenience and Necessity
& Franchise Documentation
1 EA I
Permit Application Fee ($480.00)
C
Issue Status Code:
Remarks
A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected -See Remarks
VC Dept of Environmental Q01ty
NLIV -1 209
1730 Varsity Drive, Suite 500, RaleiA. 9 Mv&i.}
Cc: File McKIM & CREED, INC.
Signed
Chris Seamster, RLA
Project Manager

FAST TRACK SEWER APPLICATION NARRATIVE
Briar Chapel Development
Granite Mill Blvd. Force Main
Chatham County, North Carolina
October 15, 2019
Prepared for:
BRIARS CHAPEL'm
Newland on+tmmmu
NNP Briar Chapel, LLC
1342 Briar Chapel Parkway
Chapel Hill, North Carolina 27516
Prepared By:
*`*�*A
MCICM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone]
Fax: [phone]
M&C Project No. 02735-0260
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036348 -
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BRIAR CHAPEL DEVELOPMENT
Granite Mill Blvd. Force Main
October 15, 2014
PROJECT NARRATIVE
The purpose of the project is to construct a force main along Granite Mill
Boulevard in the Briar Chapel development. This force main is a continuation of a
force main and pump station (designed by others) that ends at the intersection of
Andrews Store Road and Granite Mill Boulevard and serves the proposed
Chatham County elementary school site. The flow allocation through the force
main will be permitted by others, so this section is being approved for a flow of 0
GPD.
Summary of Sewer Lines to be permitted:
• 756 LF of 4-inch DIP force main
The sewage and wastewater collected by this system will be treated in the on -site
wastewater treatment facility:
WWTP Facility Name: Briar Chapel Utilities, LLC
WWTP Facility Permit #WQ0028552

MAPS

MAPS

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CERTIFICATE OF PUBLIC
CONVENIENCE AND
NECESSITY

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1300, SUB 9
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
OLD NORTH STATE WATER COMPANY LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service
in
BRIAR CHAPEL SUBDIVISION SERVICE AREA
(including HERNDON WOODS SUBDIVISION)
Chatham County, North Carolina
subject to any orders, rules, regulations,
and conditions nor or hereafter lawfully made
by the North Carolina Utilities Commission
ISSUED BY ORDER OF THE COMMISSION.
This the 20th day of April~, 2016.
NORTH CAROLINA UTILITIES COMMISSION
46L � Xfioun\*
Gail L. Mount, Chief Clerk

FRANCHISE DOCUMENT

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1300, SUB 9
DOCKET NO. W-1230, SUB 1
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by Old North State Water Company, )
LLC, and Briar Chapel Utilities, LLC, for Authority to ) ORDER ALLOWING
Transfer Sewer Utility Franchise in Briar Chapel ) RECOMMENDED
Subdivision in Chatham County, North Carolina, to ) ORDER TO BECOME
Old North State Water Company, LLC, and for ) EFFECTIVE AND FINAL
Approval of Rates )
BY THE COMMISSION; On April 20, 2015, Hearing Examiner Ronald D. Brown
issued in the above -captioned docket a Recommended Order Approving Transfer,
Granting Franchise, Approving Rates, and Requiring Customer Notice. The parties have
jointly requested that the Commission adopt the Recommended Order as a Final Order.
Based upon the foregoing, the Commission is of the opinion that the request that
the Recommended Order be adopted as the Final Order should be granted.
IT IS, THEREFORE, ORDERED that the Recommended Order entered in this
docket on April 20, 2015, is hereby adopted as the Final Order of the Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 20th day of April , 2015.
NORTH CAROLINA UTILITIES COMMISSION
sail, I.CYloum*
Gail L. Mount, Chief Clerk
Commissioners Susan W. Rabon and ToNola D. Brown -Bland did not participate.

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1300, SUB 9
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
OLD NORTH STATE WATER COMPANY LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service
in
BRIAR CHAPEL SUBDIVISION SERVICE AREA
(including HERNDON WOODS SUBDIVISION)
Chatham County, North Carolina
subject to any orders, rules, regulations,
and conditions nor or hereafter lawfully made
by the North Carolina Utilities Commission
ISSUED BY ORDER OF THE COMMISSION.
This the loth day of April , 2015.
NORTH CAROLINA UTILITIES COMMISSION
A6L � .Mbwv\*
Gail L. Mount, Chief Clerk

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Divislon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Old North State Water Company, LLC
Project Name for which flow is being requested: Granite Mill Blvd. Force Main
Xfoi a than one FTSE mqn he required for a single project ij'the air ner c f the IVIVTP t v not responsihle fir all pinup
stations along the route oj'the proposed %raste►vater flow,
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Briar Chapel Utilities Wastewater Facility Phases A and B ;V
b. WWTP Facility Permit #: WQ0028552
All flows are in MGD is
o
c. WWTP facility's permitted flow 0.330 91
-CC
IV
d. Estimated obligated flow not yet tributary to the WWTP 0.122 ao
!
e. WWTP facility's actual avg. flow 0.214 a
N,
f. Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 0.336 ,
h. Percent of permitted flow used 101.8010 �
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,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Firm pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
Area D
0.417
0.112
0.026
0.002
0.028
0.084
29{ 0 gpm)
Area D 0.518 0.165 0.042 0.002 0.044 0.121
(360 gpm)
* 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): Briar Chapel Subdivision Phases A & B
Downstream Permit Number: WQ0029867
Iz
Page I of 6
FTSE 04-16

Ili. Certification Statement:
I Lee Bowman (Director of certify to the best of my knowledge that the addition of
_Corporate Development)
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 I1
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
signing
la3V9
Date
Page 2 of 6
USE 04-16

Deck, Erin M
From:
Gareth Avant <[e-mail]>
Sent:
Wednesday, December 18, 2019 4:56 PM
To:
Deck, Erin M; [e-mail]
Subject:
[External] RE: Granite Mill Blvd. Force Main Extension Fast Track Sewer Extension
Attachments:
01 2019.12.18.Phase 14.FTA 04-16.REVISED.pdf; 04 FT Sewer App 02.Phase 14 -
Narrative.REVISED.pdf
• Ememal email. Do not click links qr open attachments unless you verify. Send all suspicious email as an attaahmentr
s a M 2m o
Erin,
Responses to your questions are below. I have also attached the updated sheets of the original documents. Please let
me know if you have questions.
Thank you!
-Gareth
From: Deck, Erin M <[e-mail]>
Sent: Monday, December 16, 201912:29 PM
To: [e-mail]; Gareth Avant <[e-mail]>
Subject: Granite Mill Blvd. Force Main Extension Fast Track Sewer Extension
Good Afternoon,
We are in the process of reviewing the subject application and require additional information.
• Per the narrative and section VI.8. no flow is being permitted with the current application. However, Section
V1.4,5, and 7 all have flow allocated for the project. Please revise as appropriate. I have adjusted Page 2 of the
Fast Track Application to be consistent with a flow allocation of 0. I have left sections 4, 5 and 7 blank to reflect
this.
• The narrative states that 754 If of 4-in force main is requested, however VI11.5. is requesting 756 If of force
main. Please revise as appropriate. I have corrected the narrative to show the correct length of 756 If.
Once this information is received, and the applicant agrees with the changes, we can move forward with drafting the
permit. Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258

Ic.-
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