WQ0040987_Application (FTSE)_20190523

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 0 00 {�� 1 0o he completed by DWR)
All items must he completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Old North State Water Company. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation
rp El General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State.,County ❑ Municipal ❑ Other
3. Signature authority's name: Michael J. Myers per 15A NCAC 02T .0106(b) NC Dept ofEnvirorunentaI Quality
Title: President
4. Applicant's mailing address: 4700 Homewood Court, Suite 108 MAY 2 3 2019
City: Raleigh State: NC Zip: 27609- tl
5. Applicant's contact information: McIgh Regional Office
Phone number: [phone] Email Address: mm, ers(inenviro[inkinc.com
[1. PROJECT INFORMATION:
1. Project name: Briar Chapel Phase 14
2. Application. -Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number; WQ00
3. County where project is located: Chathilm
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.8206 Longitude:-79.0995
5. Parcel ID (if applicable): 89624
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Gareth Avant License Number: 036348
Firm: McKim & Creed Inc.
Mailing address: 1730 Varsity Drive Suite 500
City: Raleigh Stale: NC Zip: 27606-
Phone number: (919) 2,-8091 Email Address: gavant u_mckimeree¢.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Briar Chanel Utilities Wastewater Treatment Facility Phases A and B
Owner Name: Old North State Water Comnanv, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0029867 (Pump Station "A") l
System Wide Collection System Permit Number(s) (if applicable): WQCS-�°(
Owner Name(s): Old North State Water Company. LLC
Permit Number. WQ0028552
FORM: FTA 04-16 Page 1 0175

VT. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
® Yes ❑No ❑NrA
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
1 if the Applicant is a —Ho-mg/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ®No ❑N.'A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparationiservice ❑ Hotel andior Motels
❑ School!" preschool! day care ❑ Medical i 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 " o Domestic. Commercial % Commercial
°fo Industrial (See 15A NCAC 02T .010 20 )
1,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ® Yes ❑ No
)� If yes, provide a covy of flow reduction amproval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(tl)
Daily Design Flow
No. of Units
Flow
Single Family Residences
190 gal/day
89
16,910 GPD
gal/
GPD
gal'
GPD
bait'
GPD
gal?
GPD
gal:
GPD
Total
16,910 GPD
a See 15A NCAC 02T .01 14(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses, public access facilities located near high public use
areas, and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design Flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 16.910 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .11305 & NIDC (Gravity Sewers):
I . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 994 PVC
S 992 DIP
Section II & III of the MDC for Permitting of Gravity Severs contains information related to design criteria
Section III contains infonvtation related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the NIDC
Vlli. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NIDC (Pumn Stations! Farce Mains):
COMPLETE FOR EACH PUNIP STATION INCLUDED IN THIS PROJECT
I . 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): NN^A gallons per minute at N.-'A feet total dynamic head (TDI-1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 01 1- .0.105th1r 17:
❑ Standby power source or pump with 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
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)(l)(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 pate 3 of 5

Ix. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305
15A NCAC 02T.0305(f) contains minimum separations that shall he nrnvided fnr cower cvcfemc•
® 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-I 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 normal
high water or tide elevation) and wetlands see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications web age
r If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required ifthe alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
�- This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I5A NCAC 02T.0105(c)(6) (additional permitsicertifications)?
® Yes ❑ No
Per I5A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per _15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
�- If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the klinimtim Design Criteria ti,r the I' gnAuin g nr Punip slations
and l urcc trains latest version and the Gravity Seiner klininurnt Deii +n CriEeria flateg version as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the reguest is re uired prior to submittal or talc Fast Track Apolication and supportinp
documents.
2, Professional Engineers Certification.
1 Gareth Avant attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version)_ Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $ I0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date` �p,ttpuukrrlr �'
: .��1� 490 ,,'
4j
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036348 =
3. Applicant's Certification per 15A NCAC 02T .0I06(b)..
1, Michael J. Myers, President attest that this application for
(Signature Authority's name & title from Application Item T_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 requited 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 1 4 i-215.(4 , any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a CIass 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature.• ��' .L�
Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-1Q
Entity Requesting Allocation: Old North State Water Company, LLC
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Project Name for which flow is being requested: Briar Cha el - Phase 14
0
klore than one FTSE may be required for a single project if the owner of the FF'l1ITP is not responsible jar all pum
4
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stations along the route of the proposed lVasteulater flow.
¢�
I. Complete this section only if you are the owner of the wastewater treatment plant. c
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a. WWTP Facility Name: Briar Chapel Utilities Wastewater Facility Phases A and B m
.�
b. WWTP Facility Permit##: WQ0028552 A
All flows are in MGD
c. WWTP facility's permitted flow 0.330
d. Estimated obligated flow not yet tributary to the WWTP 0.112
e. WWTP facility's actual avg. flow 0.214
f. Total flow for this specific request 0.016
g. Total actual and obligated flows to the facility 0.342
h. Percent of permitted flow used 103.6%
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) (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***
* 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
Page 1 of 6
FTSE 0.1-16

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 If
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
C
'ng Official
Date
Page 2 of b
FFS E 04-16

v�mxxnvt&c[zEeD
Ta Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, N.C. 27609
ATTENTION: Mr. Danny Smith
LETTER OF TRANSMITTAL
DATE. May 22, 2019
PROJECT NO: 2735-0248
TASK NO: REIMB
RE: Briar Chapel — Phase 14
TRANSMITi'AL, NO:
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ® Other - Fee
Quantity Drawing No. Rev Description Status
I 2 EA I I Fast Track Application for Gravity Sewers, Pump Stations and I G
Force Mains
2 EA Project Narrative & USGS Map C
• Including Certificate of Public Convenience and Necessity
& Franchise Documentation
• Including Flow Reduction Letter
1 EA Permit Application Fee ($480.00) 1 C
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
1730 Varsity drive Suite 5M, Raleigh, NC 27606 9191n3-ea91 Fax 919/233-W31
Cc: File McICIM &CREED, INC.
NC Dept ofEnvironmentalQuality
MAY 2 3 2019
Raleigh Regional Office Signed
aAA-C-
Chris Seamster, RLA
Project Manager

FAST TRACK SEINER APPLICATION NARRATIVE
Briar Chapel Development
Phase 14
Chatham County, North Carolina
May 8, 2019
Prepared for:
BRIAR CHAPEL"
Newland ommumms
NNP Briar Chapel, LLC
1342 Briar Chapel Parkway
Chapel Hill, North Carolina 27516
Prepared By:
MCIGM&C-R-E ED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone]
Fax: [phone]
M&C Project No. 02735-0248
NC Dept of Environmental Quality
MAY 2 3 2019
Raleigh ReZ109d Office
036348
:,q��:• ENGINE.
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1
BRIAR CHAPEL DEVELOPMENT
Phase 14
May 8, 2018
PROJECT NARRATIVE
The purpose of the project is to construct lots in Phase 14 of the Briar Chapel
Subdivision. The work includes roadway, public water utility, sanitary sewer and
storm drainage infrastructure to serve it. This phase includes 89 single family
residential lots which will flow to a new pump station within the project and will
be submitted for permits at a later date.
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 November 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. In order to meet projected demands for the
' project, design for the plant expansion is currently underway.
' Summary of Sewer Lines to be permitted:
• 994 LF of 8-inch PVC gravity sewer
' • 992 LF of 8-inch DIP gravity sewer
Serving 89 lots @ 190/gpd/lot discharging 16,910 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

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STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1 300, 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 , 2015.
NORTH CAROLINA UTILITIES COMMISSION
eA6 L L •Mbum*
Gail L. Mount, Chief Clerk

STATE OF NORTH CAR
OLINA
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 201h day of April 2015.
NORTH CAROLINA UTILITIES COMMISSION
e,46L �.Moum*
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 20th day of Aril , 2015.
NORTH CAROLINA UTILITIES COMMISSION
A(6L L . C owm*
Gail L. Mount, Chief Clerk

fl
[i
DENR
North Carolina Department of Environment and Natural Resources
Division of Watef Quality
Rat Mccrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
September 30, 2013
William S. Mumford, Vice President, Development
Briar Chapel Utilities, LLC
13777 BallalityrW Corporate Flare, Suite 550
Charlotte, North Carolina 238277
Subject: Adjusted Daily Sewage Flow Rate Approval
Briar Chapel Development
Permit No. WQ0028552
Chatham County
Dear Mr. Murnford:
On July 15, 2013, the Division of Water Resources (Division) received an adjusted daily sewage flow rate
(flow reduction) request that would apply to all permitted but not yet tributary residential connections
and all future residential connections tributary to the Briar Chapel Development collection system.
In accordance with 15A NCAC 02T _01.14(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 design 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 minimum flow for 1 and 2 bedroom dwellings shall be 112 gallons per day.
• This flow reduction shall not apply to sewer extension applications anal/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 will 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.
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01liarn S.10umford, 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 minimum design criteria as certified by the owner and engineer.
Regardless of the adiusted design daily wastewater flow rate, ate no time shall the wastewater flows
R exceed the effluent limits defined in the Non -discharge Permit for the treatment facility or exceed the
IL Jr capacity of the sewers downstream of gay new sewer extension or service rormection(s).
N
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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 02T, 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 unavailable, you may leave a message, and they will
respond promptly. Please refer to the above application number when making inquiries on this project.
Sincerely,
F �y�4.L�L_a.7i'l✓'�' -Lc--
for Thomas A. Reeder, Director
Division of Water Resources
cc: Mark P_ Ashness, P.F. — CE Group
301 Glenwood Avenue, Suite 2-20, Raleigh, NC 27603
Danny Smith, Surface Water Protection Supervisor, Raleigh Regional Office
Jon Risgaard, Land Application Unit Supervisor
Central Files; WQ0028552

Cashion, Ted
From: Gareth Avant <[e-mail]>
Sent: Wednesday, July 03, 201911:11 AM
To: Cashion, Ted; Michael Myers ([e-mail])
Cc: Robinson, Jason
Subject: [External] RE: Briar Chapel Phase 14 fast track sewer extension application
� x etfia 'ernall. Do.aat di Minks or pen attachments uri#ess you verify.:Sendd all7suspiclaus email as an att Meniato
Ted,
The future pump station force main for this project will tie to the force main between the larger of the pump stations
listed below and the treatment plant, so no flow goes directly into either pump station. That's why we did not list those
on the FTSE. If you need us to, we can provide that information.
-Gareth
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, July 03, 201910:40 AM
To: Gareth Avant <[e-mail]>; Michael Myers ([e-mail])
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Briar Chapel Phase 14 fast track sewer extension application
Hi Gareth and Mike,
We are reviewing the subject application. Everything looks good except we have 1 question.
Item VA of the application notes permit number WQ0029867 is the downstream sewer. This permit includes a 371 gpm
pump station and a 683 gpm pump station to serve Briar Chapel Phase 4. Shouldn't both of these pump stations be
included on the FTSE form, along with the flow values for each category noted on the form?
Thanks; we'll continue drafting the permit upon submittal of this info and review of your response.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion ncdenr. ov
1628 Mail Service Center
Raleigh, NC 27699-1628