WQ0040476_Application (FTSE)_20181011

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division Wader Resotuct 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 01T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with,
NCAC 02T, 15A N.('AC 02T .0300, Division policies and good _eneineering practices.
While no upfront engineering design documents are required for submittal, in accordance with ISA NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC' 2T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303
Projects not eligible for review via the fast track process (must be submitted for full technical review):
1W Projects that require an environmental assessment in accordance with 15A NCAC IC .0100;
Projects that do not meet any part of the minimum design criterta (MDC) document;
Projects that involve a variance from the requirements of 15A NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
STEP or simplex grinder pumps connecting to pressurized systems (c.g. force mains);
Vacuum sewer systems.
General When submitting an application, please use the following instructions as a checklist in order to ensure all required
items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time
and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
El List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
i► If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
� If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretaa of State.
❑ If the Applicant Type in Item 1.2 is a partnership or dfbia, enclose a copy of the certificate fil�d with the Register of
Deeds in the county of business.
® The Project Name in Item 11.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15 A NCAC: 02T 01 OFib).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0I06(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
i The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a)
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (Ali Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
�- Location of the project (gravity sewer, pump stations & force main)
Downstream connection points and permit number (if known) for the receiving sewer
El Include a street level map showing general project area.
Q Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized far Pump Station):
❑ Per 15A NCAC 02T .0 0 h I , submit documentation of power reliability for pumping stations.
This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is
compatible with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or
proposed contractor, stating that "the portable power generation unit or portable, independently -powered pumping
units, associated appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
® Per 15A NCAC 02T .01 I5 a I provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
® Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and than the service area is contiguous to an existing franchised area or
that franchise approval is expected.
Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ Home.'Pro a Owners' Associations
❑ Per 1 NCAC 02T A I.I�, submit the properly executed oriLrational greement (F(]RM�.
❑ Per 15A NCAC 02T _01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ DeveIopers of lots to be sold
❑ Per 15A NCAC 02T AI 15(b), submit the properly executed Operational Agreement FORM: DEW
For snore information. visit the Divisions collection systems wehsire
INSTRUCTIONS FOR FORM; FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville ReglQnal Qffire
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
W t r all Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
(828) 2964500
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional ce
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Realonal Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
Water Quality Section
Water Quality SlItc ion
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Otfic 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow, Pender
[phone]
(910)3SO-2004 Fax
Winston-Salem Regional Office 450 W. Hanes Mill Road Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
D(vlslon of Water Resources
1SA NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number W/O 09 93JL- (- be eamp1Md by DWR)
All Items must be completed or the a olication will be returned
I. APPLICANT INFORMATION: -
I- Applicant's name: Old North State Water Company LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Michael L Myers per 15A NCAC 02T .0106(bl
Title President
4.Applicant's mailing address: 4700 Homewood Court. uite 108
City: Raleigh State: NC Zip: 27�� —
S. Applicant's contact information:
Phone number 919 79I-1926 Email Address: mme envirolinkinc.eom
CY
If. PROJECT INFORMATION:
b O
I. Project name: Briar ha el -Phase I2 a cb�r Q
2. Application/Projectstatus: ® Proposed (New Permit) ❑ Existing Permit/Project .0
If a modification
, provide the existing permit number. WQ00 and issued date:
LU
If new construction but part of a master plan, provide the existing permit number: WQ00 c v
3. County where project is located hhatharn •�
4. Approximate Coordinates (Decimal Degrees): Latitude: -7itude• 35.8 5519 Long • 9.112 2° Ufa
c 3
5. Parcel ID (if applicable): 9765-24-0589.000 z
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Gareth Avant License Number. 036348
Firm: McKim & Creed, Inc.
Mailing address: 1730 Varsi!y Drive. Suite 500
City: Raleigh State: NC Zip: 27�L06
Phone number: (9 D 72-3-8091 Email Address: an ckimcreed.c m
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Briar Chapel Utiliti Wag ewaterTmatment Facility hasesAmWB Permit Number. W00028552
Owner Name: Qld North State Water Company. LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W 39717 - $tier Cha eI Great Rid a North Parkway Sewer
System Wide Collection System Permit Number(s) (if applicable): WQCS00372
Owner Name(s): Old North StateWater Com an LLC
FORM: FTA 04-16
Page I of 5

VI. GENERAL REQUIREMENTS
I. 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 O erational Agreement FORM: DEV been attached?
❑ Yes ®No ❑N/A
3. If the Applicant is a I-Inme Pr ert Owners' Association, has an O er Tonal AgigreeTellt (FORM-: H A been attached'?
❑ Yes ®No ®N/A
4. Origin of wastewater: (check all that apply)-
0
Residential Owned ❑ Retail (stores, centers, malls)
❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School 1 preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses I offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater'. I00 % Domestic/Commercial %.. Commercial
1?o Industrial(.See 15A NCAC 02T .{110;(20))
1 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15 A NCAC 02T -01 f 4q)? ®Yes [:]No
If ves. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 1121.01140
132
Daily Design Flow 101 1No. of Uniud Flow
190 gal/day
25,080 GPD
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
25,080 GPD
a See 1 SA NCAC 02T .0114(h). (d). (e)(f) 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 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: 25.080 GPD (per 6 5A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted now 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
6,063
PVC
8
268
DI
D Section II &III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section IH contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)—02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or Teo.
2. Approximate Coordinates (Decimal Degrees): Latitude: 33-8SE06Longitude: -22,�
,j 1ir
3. Design flow of the pump station: I)!J& millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): ilk/ gallons per minute at N/A feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
4 1,687 DI
6. Power reliability in accordance with -15A NCAC 02TM05fhXI):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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)(I)(C):
D 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.
D 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 & I5A NCAC 02T .0305(l)):
1. Does the project comply with all separations found in _I JA NCAC 02T; 03051fl & (g)
n contains alternatives where separations is Q2T.0305(t) cannot be achieved.
D **Sh=n classifications can be identified using the Division's NC Surfkv Water
If noncompliance with 02T.0305(tl or (al. see Section X of this application
®Yes ❑ No
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
D See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D 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 .02007 ®Yes ❑ No
D This would include Trout Buffered Streams per ISA N.CAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
D Information can be obtained from the 401 & Buffer Permitting Bran
5. Does project comply with 15A NCAC 02 0 (additional permits/cetti6cations)? ® Yes ❑ No
Per 15A NCAC 021.0105(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 plains, 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 thYluding
ermines or deteriorates the sewer.
® YeNo See -e t � ' t
J
D If yes, include an attachment with details for each line, in 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-I6 Page 4 of 5

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X. CERTIFICATIONS:
Does the Submitted system comply with 15r� NC:AC OL . thr f4 ' t »tatttt [)�-iun Crit . - I<�r thof Ihm St, irrn r
a trl -arc yams trxt version and the Crtvity Sewer 1Ainitmtm n •� i'�'tp "�"
t ' ' • i; lat�•st +•crsiun as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Aitemative Design Request application (VADC 10-14) and supporting documents
for review. Anproval of the reguesi is r t uir d prior to submittal of 413q.Fast Track Application and sul2porting
2. Professional Engineer's Certification.
(Professional
name from Application Itcm III, l
that this application for
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 S10,000, as well as civil penalties up to S25,O(9) per violation.
North Carolina Professional Engineer's seal, signature, and date: ,,.,y{ �GARO',•,
O
,
"�yQ �FE551py��N'9
FAL
03CP348 i
9 f_t�i8
3. Applicant's Certiftcalion per I5A NCAC 02T .0106(b),.
1, Michael J, Myers, President arrest that this application for
(Signature Authority's name & title from Application Item 1.3.)'
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215•6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
i
Date: i 0
FORM: FTA 04-16
Page 5 of 5

NC Dept o I nvirtitttttcnrt+l Quality
OCT 11 2018
State of North Carolina
Department of Environmental Quality
Raleigh Regional Office Division of Water Resources
Divklnn of Water R"sourccs 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: Briar Chapel Phase 12
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastelvaterflmv.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Briar Chapel Utilities Wastewater Facil4 Phases A and B
b. WWTP Facility Permit #: W 0028552
All flows are in MGD
C. WWTP facility's permitted flow 0.330
d. Estimated obligated flow not yet tributary to the WWTP 0.117
e. WWTP facility's actual avg. flow Q.183
f. Total flow for this specific request 0.025
g. Total actual and obligated flows to the facility 0.325
h. Percent of permitted flow used 98.5%
11. 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)
(0)
(C)
(o)-($+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 I pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
LS B
0.265
0.088
0.045
0.011
0.056
0.032
LS A
0.983
0.28
0.135
0.031
0.166
0.114
* 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_ W 0029867
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Michael Myers President 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.
Page 2 of 6
PTS E 04-16

FAST TRACK SEWER APPLICATION NARRATIVE
Briar Chapel Development
Phase 12_
Chatham County, North Carolina
September 4, 2018
c
0
W
0
.r
prepared for: A
U
2
BRIAR CHAPEL'S
by�,
Newland commumm
NNP Briar Chapel, LLC
1342 Briar Chapel Parkway
Chapel Hill, North Carolina 27516
Prepared BV:
46
v MCIM4&CREED
7 730 Varsity Drive, Suite 9M
Raleigh, North Carolina 27606
Phone: (919) 233,8091
Fax: [phone]
M&C Project No. 02735-0231
U

BRIAR CHAPEL DEVELOPMENT
Phase 12 South
September 4, 2018
PROJECT NARRATIVE
The purpose of the project is to construct infrastructure to support 132 new
single family residential lots in Phase 12 of the Briar Chapel Subdivision. The work
includes the roadway, water, sanitary sewer and storm drainage infrastructure to
serve it. All lots within this phase will be served by gravity sewer. A portion of the
lots will flow towards Lift Station "B" (Permit #WQ0029867).
A pump station for the northern most portion of the phase will be needed and
will be submitted for permits at a later date with the 4" force main being applied
for in this submittal.
Per agreement with DWR as of September 30, 2013, a flow reduction was granted
for the Briar Chapel development for 56 gallons per day per bedroom. Based on a
letter issued to DWR by CE Group on behalf of the project, paper flow rates of 190
GPD/Home will be used moving forward on this project.
Average daily flow data provided in the attached FTSE is based on the highest
average daily flow reported in February 2018. Paper flow is determined based on
permitted lots which have not yet become tributary to the system, based on sales
data provided by the developer at the time of submittal. In order to meet
projected demands for the project, design for the plant expansion is currently
underway.
Summary of Sewer Lines to be permitted:
• 6,063 1 LF of 8-inch gravity sewer
0 268 LF of 8-inch DIP gravity sewer
0 1,687 LF of 4-inch DIP force main
Serving 132 lots @ 190/gpd/lot discharging 25,080 gpd.

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

q

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
INC nept ofEnvirontnental QualitY
OCT 112018
Ratcigh Regional Office
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 201h day of April , 2015.
NORTH CAROLINA UTILITIES COMMISSION
sail, l . Moum*
Gail L. Mount, Chief Clerk
Commissioners Susan W. Rabon and ToNola D. Brown -Bland did not participate.

4F1:.t.

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 20`h day of Aril , 2015.
NORTH CAROLINA UTILITIES COMMISSION
eA(6L �-Mbw-A*
Gail L. Mount, Chief Clerk

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pelt McCrory Thomas A. feeder John E. Skvarla, III
Governor Acting Director Secretary
September 30, 2013
William S. Mumford, Vice President, Development
Briar Chapel Utilities, LLC
13777 Ballautyria Corporate Pldce, Sidle 550
Charlotte, North Carolina 238277
Subject: Adjusted Daffy Sewage Flow Rate Approval
Briar Chapel Development
Permit No. WQ0028552
Chatham County
Dear Mr. Mumford:
On July 15, 2013, the Division of Water Resources (Division) received an adjusted daily sewage flaw rate
(flow reduction) request that would apply to all permitted but riot yet tributary residential connections
and all future residential connections tributary to the Briar Chapel Development collection system.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated all the submitted data and
based on the data submitted, the Division hereby approves for use by the Briar Chapel Development an
adjusted daily sewage des'gn flow rate of 56 gallons per day per bedroom effective immediately.
For new sewer extension applications with proposed flows tributary to the Briar Chapel Development
collection system:
The flow reduction is applicable to residential single family dwellings only.
The minirnurn flow for 1 and 2 bedroom dwellings sh,a] be 117 gallons per day.
This flow reduction shall not apply to sewer extension applications and/or permits for any other
public or private organizations whose wastewater flows are or might become tributary to the
Booth Mountain (Westfall) Project collection system.
For existing permits with flow not yet tributary to the Briar Chapel Development collection system:
• The Division wfil not reissue permits for previously permitted projects. if reissued permits are
desired, a permit modification application with the appropriate fee must be submitted for each
permit to be modified.
151F�rlailri3iv RJ!63h r,o-.hcuoA r=t?io?3-151Y
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One
N6ahCiuoLna

William S. N-lurnford, Vice President, Development
September 30, 2013
Page 2 of 2
Future sewer extension applications should be made using the flow reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statues, rules, regulations and minirnurn design criteria as certified by the owner acid engineer.
Regardless of the adiusted design daily wastewater flow rate, at no time shill the wastewater flogs
exceed the effluent limits defined in the Non -discharge Permit for the treatment facility of exceed the
capacity of the sewers downstream of any neav sewer extension or service connections).
The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A
NCAC 021', NCGS 143-215,1, or as needed to address changes in State and/or Federal regulations with
respect to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Michael Leggett at [phone], or via e-mail at
[e-mail]. If the reviewer is unava�Iable, you may leave a message, and they will
respond promptly. Please refer to the above application number when making inquiries on this project.
Sincerely,
for Thomas A. Reeder, Dlrector
Division of Water Resources
cc: Mark P. Ashness, P.E. -- CE Group
301 Glenwood Avenue, Suite 220, Raleigh, NC 27603
Danny Smith, Surface Water Protection Supervisor, Raleigh Regional Office
Jan Risgaard, Land Application unit Supervisor
Central Files: WQ0028557

CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27803
Phone. [phone]
E-Mail., [e-mail]
July 9, 2013
Mr. Michael Leggett
NCDENR (PERCS) Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: Adjusted Daily Sewage Flow Design Rate (flow Reduction) Request
Briar Chapel Utilities, LLC Permit # WQ0028552
Chatham County
Dear Mr. Leggett:
In response to your letter dated January 28, 2013, please find attached the following
information for your review:
Question 1: Brief Explanation on Request for Flow Reduction
Prior to initiating the project, our client sought and received a flow reduction based upon
each residential unit generating 250 GPD. Since that time over 300 homes have been built
and occupied. We have been tracking the actual flow rates since the inception of the project.
Briar Chapel is marketed as a green community with emphasis on sustainability and
conservation of resources. All the homes have been constructed with low flow fixtures (a
project requirement). As a result the monthly DMR reports reflect average daily wastewater
generation below 125 GPD per residential unit. The original flow reduction allowed our client
to project future infrastructure requirements for the project. This further flow reduction allows
refinement of future reuse spray area and storage requirements as the project continues to
build out. The enclosed information supports a residential flow reduction of 56 GPD/
bedroom for the project.
Question 2: Flow Meter Calibration During Evaluation
Meter Calibration Information is attached. There were no adjustments required
Question 3: Historical Information on Bedroom Data for project
We have received detailed information from Chatham County Inspections (attached)
regarding quantity of bedrooms for each residential unit. The project is predominantly 3 and
4 bedroom units. The actual weighted average based upon this data is 3.35 bedrooms per
unit.
Question 4: Inflow 1 Infiltration Issues and Infrastructure Capacity
The data provided reflects all current inflow and infiltration. The monthly DMR reports when
compared with rainfall data show no significant I&I issues Presently all of the developed
project's wastewater is collected and pumped to the WWTP from PS -A. A second regional
pump station has recently been permitted to convey wastewater from the school sites and
development planned on the southern side of the project back to the WWTP in a separate

July 9, 2013
Question 5: Flow Projections Based upon Assumption of All Homes Occupied.
Spec Homes and Pre -Safes are not included in the summary unless they are occupied. The
Briar Chapel HOA provided a recent monthly sample of all existing homes and found that 12
units were unoccupied as a result of someone moving and now listing as a resale. We have
reviewed the highest (3) day peak month with and without the 12 vacant units accounted for;
the resulting impact is that the flow rate per bedroom increases from 54 GPD to 56 GPD.
Please contact us if you have any questions.
Respectfully submitted,
CB Group, Inc.
Mark P. Ashness, PE ASLA
LEED AP
cc Lee Bowman, Briar Chapel Utilities, LLC
Attachments:
1 Monthly DMR Reports (May 2012 — April 2013)
2 (12) Month Wastewater Oata Summary
3. Chatham County Inspections Bedroom Deport
4. WW1•P Flowmeter Calibration Report

vMCKR`'i&cREED
Ifo, Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, N.C. 27609
ATTENTION, Mr. Danny Smith
LETTER OF TRANSMITTAL
DATE. October 10, 2018
PKO'ECF VO: 2735-0231
fASK vO� REIMB
RE Briar Chapel — Phase 12
TRANSNIIT AL Vo:
PAGE 1 OF 1
WE ARE SENDING: ® Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ® Other - Fee
Quantity
Drawing No.
Rev
Description
Status
2 EA
Fast Track Application for Gravity Sewers, Pry Ip Stations
G
Od
Force Mains (FTA 04-16) and FTSE-04-16 oo
2 EA
Project Narrative & USGS Map `y o
C
1 EA
Permit Application Fee ($480.00) c r A
C
2 EA
ab
Certificate of Public Convenience and Necessitp CDC
d
A
Tr -
Issue Status Code; A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See
Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
17V Vanity Priw. Sulle..W. Ralvigh. NC 276M 919211-W191 Fa:419!'M}j-A(l91
Cc: File McKIM & CREED, INC.
Signed
P. 4F4 0 11 ""—q
Gareth Avant, PE
Project Engineer

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M1.

Robinson, Jason
From: Robinson, Jason
Sent: Thursday, November 29, 2018 12:14 PM
To: 'Gareth Avant'
Cc: peck, Erin M; Cashion, Ted; Ben Smith; Chris Seamster
Subject: RE:RE: Briar Chapel Phase 13 Sewer Extension
Yes Gareth, I did mean Phase 12, sorry about that. Thanks for your responses.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Gareth Avant <[e-mail]>
Sent: Thursday, November 29, 2018 12:11 PM
To: Robinson, Jason <[e-mail]>
Cc: Deck, Erin M <[e-mail]>; Cashion, Ted <[e-mail]>; Ben Smith
<[e-mail]>; Chris Seamster <[e-mail]>
Subject: [External] RE: Briar Chapel Phase 13 Sewer Extension
Du crdf "cli{k 107of -Reri atta N 7M9. ur1#es5 veri5e 0. S-e-c al l
Jason,
Is this related to Briar Chapel Phase 12 rather than Phase 13? We submitted both around the same time, but the
questions line up a little more with 12 than 13 when I look back at what was submitted.
My responses to your questions are below in red.
Thank you!
-Gareth
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, November 27, 2018 2:08 PM
To: Gareth Avant <[e-mail]>
Cc: Deck, Erin M <erin.deck ncdenr. ov>; Cashion, Ted <ted.cashion(@ncdenr,gov>
Subject: Briar Chapel Phase 13 Sewer Extension
Hi Gareth,
We are reviewing the reference Sewer Extension Application and have a few questions:

1. The narrative states that the PS will be associated with another project, but Section VI11.1 of the application lists
a PS name. Should Section VIII.1 have been left blank (since the PS will not be part of this project)? Yes, we
should have left the PS name blank for this application.
2. Section IX.6 has "YES" checked for the project including a "high priority line". But the package did not include an
attachment with details about the line, as required in 1X.6. No, we do not have a high priority line in this
phase. We mistakenly checked the wrong box on this one.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Disclaimer
This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they
are addressed. If you have received this e-mail in error please notify the system manager. Please note that any views or opinions
presented in this e-mail are solely those of the author and do not necessarily represent those of the company. Finally, the recipient
should check this e-mail and any attachments for the presence of viruses. The company accepts no liability for any damage caused
by any virus transmitted by this e-mail.