WQ0040476_Application (FTSE)_20190910

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
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Application Number: O l-4 o (�o be compleicd by DWR}
All items must be items must be completed or the apllication will be returned
the apllication will be returned
I. APPLICANT INFORMATION:
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Applicant's name: Old North State Water Company, L (company, municipality, HOA, utility, etc.)
2.
Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public
Utility
❑ Federal ❑ State. -County ❑ Municipal ❑ Other
3.
Signature authority's name: Lee Bowman per 15A NCAC 02T .0I06(b)
Title: Director of Project and Corporate Develonment .� ��
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4, Applicant's mailing address: 4700 Homewood Court. Suite 108
City: Raleigh State. NC Zip: 17609-
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5.
Applicant's contact information.
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Phone number: �) 791-1926 Email Address: Ibowman(a-envirolinkine.com
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11. PROJECT INFORMATION:LLI
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Project name: Briar Chapel - Phase 12
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2.
Application.:Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
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If a modification, provide the existing permit number. WQ0040476 and issued date: I.1130:20I8
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If new construction but part of a master plan, provide the existing permit number: WQ00
3.
County where project is located: Chathgm
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.83519 Longitude: -79.1 1232
5.
Parcel ID (if applicable): 9765-24-0589.000
(or Parcel ID to closest downstream sewer)
Ili. CONSULTANT INFORMATION:
1. Professional Engineer: Gareth Avant License Number: 036348
Firm: McKim & Creed. Inc.
Mailing address: 1730 Varsity, Suite 500
City: Raleigh State: NC Zip: 27606-
Phone number: (919) 33-8091 Email Address: aavantluimckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Briar Chapel UtilitiesWastewater Treatment Facility Phases A and B
Owner Name: Old North State Water Company. LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ00 9717 - Briar Chavel Great Ridge North Parkway Sewer
System Wide Collection System Permit Number(s) (if applicable): WQCS00372
Owner Name(s): Old North State Water Comranv. LLC
Permit Number: W00028552
FORM: FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached!
® Yes ❑No ❑N: A
2. If the Applicant is a Developer of lots to be sold, has a Developer's_ Operational Agreement (FORM: DEVI been attached!
❑ Yes ®No ❑NSA
3. If the Applicant is a HomelPronerty Owners' Association, has an Qpqrational A =reem •nt (FORM: H A been attached?
❑ Yes ®No EWA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School preschool day care ❑ Medical I dental ! veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooliFilter Backwash
❑ Businesses;' offices,' factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: i(?0 % Domestic:Commercial %' Commercial
0," Industrial (See 15A NCAC 02T .0103(20))
-_Is there a Pretreatment Program in effect? []Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC _02T .01 14(0? ® Yes ❑ No
:- If yes. Provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01141f)
Daily Design Flow
No. of Units
Flow
132
190 gal/day
25,080 GPD
gall
GPD
gall
GPD
gal!
GPD
gall
GPD
gal:
GPD
Total
25,080 GPD
a See 15A NCAC 02T .01 14 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 east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 25.090 GPD (per 15A NCAC 02T .01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new Flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEINER 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
> Section fl & 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 AIDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NIDC (Puma Stations/Force Nains):
COMPLETE FOR EACH PUNIP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Briar Chanel Phase 13 Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.83806" Longitude:-79.10833-
3. Design flow of the pump station: 0.297 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 206 gallons per minute at 80.26 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 I5A NCAC 02T .0305(h)( 1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B).
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of multiple station power outage.
NORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & [e)
%- 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 J horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
hi 7h water or tide elevation) and wetlands see item IX?
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
P* 15A NCAC 02T.0305(s) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands'? (50 feet of separation) ® Yes ❑ No
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes [:]No
'p- This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [-]No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting. Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permitsicertifications)?
® Yes ❑ No
Per.] 5A N't'AC' 02T.01 [IS [�)[C1, 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 strcambanks 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 sir -months And inspections
documented per ISA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 1 fA NC'AC 02T, the Mutimurn Desigo_C.ntvrr:r for the Pcrtnitine or Pump Staiiuns
and Force Mains (latest v,ersion). and the CoraVlLy Sewer Minimum D •si n C'r cria latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. AplZr2vRl or the ren gest Is r i"d prior to submittal oftlt Fast Tragk Ag rilicationn i 11.
2. Professional Engineer's Certification:
Gareth Avant
attest that this application for
(Professional Engineer's name from Application Item Ill.1.)
has been reviewed by the 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 143-215.611, any person who knowingly makes any false
statement, representation, or certiftcatton in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,
��uiHui purr
North Carolina Professional Engineer's seal, signature, and date:
036MB =
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3. Applicant's C:ertiftcation per 15A NCAC 02T .01t16(b)-
I, Le -el OWY"4 i? Pit 0� ! " C C4 r�p� � �'(`L &VA iLVattest that this application for
(Signature Authority's name & title from Appli ation Item 1-3.)
has been reviewed by me and is accurate and complete to t1ke best of my knowledge I understand that if all required parts of
this application are not completed and that if all req-aired supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater front 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. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and atnhments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215-60, any person who knowingly makes any false
statement, representation, or certification in any application package sha'i 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 v - Date: CJ GI l I
FORM. FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Okkinn of Water itc-iour«s 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 ME maybe required for a single project if the owner of the lVIfr1P is not responsible jar all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Briar Chapel Utilities Wastewater Facility Phases A and B
b. WWTP Facility Permit #: WQ0028552 c
U
A11 flows are in MGD
c. WWTP facility's permitted flow 0.330
Zr)
4
d. Estimated obligated flow not yet tributary to the WWTP 0.117
cQv
e. WWTP facility's actual avg. flow 0.183
f. Total flow for this specific request 0.025
g. Total actual and obligated flows to the facility 0.325 c
h. Percent of permitted flow used 98.5% ;i
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[l. Complete this section for each pump station you are responsible for along the route of th
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
Flo%v**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Firm 1 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 (pi) 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 l of 6
FrsE 04-I6

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
I'TSC 04-I6

vMCKIM&CREED
TO: Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, N.C. 27609
ATTENTEON: Mr. Danny Smith
WE ARE SENDING: ® Originals
❑ Specifications
LETTER OF TRANSMITTAL
DATE September 9, 2019
PROJEcr No: 2735-0231
'FMK NO: REIMB
RE: Briar Chapel — Phase 12 Modification
71ANSMrrrAL NO:
PAGE 1 OF 1
❑ Prints
❑ Calculations
❑ Shop Drawings ❑ Samples
® Other - Fee
Quantity Drawing No. Rev Description Status
2 EA Fast Track Application for Gravity Sewers, Pump Stations and G
Force Mains (FTA 04-16) and FTSE-04-16
2 EA Project Narrative & USGS Map C
2 EA Certificate of Public Convenience and Necessity C
Franchise Document
Briar Chapel Flow Reduction Letter
1 EA Permit Application Fee ($480.00) C
Issue Status Code: A. Preliminary
E. Construction
Remarks
B. Fabrication Only C. For Information D. Bid
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
1730 Varsity Drive, Suite500, Raleigh, NC 27606 9192334MI Fax 919nM-F11,71
Cc: File McKIM & CREED, INC.
Signed
Gareth Avant, PE
Project Engineer

FAST TRACK SEWER APPLICATION NARRATIVE
Briar Chapel Development
Phase 12
Chatham County, North Carolina
August 16, 2019
Prepared for:
BRIARS CHAPEL'S
Newland ommumms
NNP Briar Chapel, LLC
1342 Briar Chapel Parkway
Chapel Hill, North Carolina 27516
Prepared By:
44�� MCM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone]
Fax: [phone]
M&C Project No. 02735-0231

BRIAR CHAPEL DEVELOPMENT
Phase 12 South
August 16, 2019
PROJECT NARRATIVE
The provided documentation is being submitted to modify the previously
approved Collection System Extension Permit for Briar Chapel Phase 12
(WQ0040476). The modification is only to include the pump station which was
previously to be permitted at a later date. Flows generated by the development
and sewer line lengths will remain unchanged.
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. A pump station will be necessary for the northern most portion of the
phase and will require a 4" force main to pump wastewater flows to the gravity
portion of the proposed system. All lots will ultimately gravity sewer to a
previously permitted Lift Station "B" (Permit #WQ0029867).
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 USE 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.

Summary of Sewer Lines to be permitted:
• 6,063 1 LF of 8-inch gravity sewer
• 268 LF of 8-inch DIP gravity sewer
• 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

3969 ;
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— ale
f }�� be�500:9
_ Ma
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Chapel
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� �c , � l-.tllage�I.ukc• �
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Briar Chapel \ _�
�- �1., Phase 12
POLH5j1ANVING Rb *P
_; Briar c
haDo"
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Certification of Public
Convenience and Necessity
& Franchise Documents

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 201h day of .April ', 2015.
NORTH CAROLINA UTILITIES COMMISSION
.ail l •'C(loum*
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 201h day of _April , 2015.
NORTH CAROLINA UTILITIES COMMISSION
AQ1 L � - M owv\*
Gail L. Mount, Chief Clerk

Flow Reduction Letter

RCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Q,takty
Pat Mccrory Thows A. Reed= r John E. Skvarla, III
Governor Acting Director Secretar/
September 30, 2013
William S. Mumford, Vice President, Development
Briar Chapel Utilities, LLC
13777 Bdifi►[Ityrle: Coi'PUi'dti:: PldCe, Suite 550
Charlotte, North Carolina 238277
Subject: Adjusted Daily Sewage Flow state Approval
Briar Chapel Development
Permit No. WQ0028552
Chatham County
Dear Mr. Murnford:
On .luly 15, 2013, the Division of Water Resources (Dfvislon) received an adjusted daily sewage flow rate
(flow reduction) request that would apply to all permitted but riot yet tributary residential connections
and all future residential connections tributary to the [friar 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 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 minifflUm flow for 1 and 2 bedroom dwellings shall be 112 gallons per clay.
• 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 systern:
+ 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.
16 t 7 r' WI wore Cemef. R3!60, i fo.'t Cara!ft:t'l:•'Oj-1512
Lvc ! ;r: 12 H. SOL-bury St. Ral3 h, :-Na6 0!d� . ' 74 ,
P1rcrt . 919•Ja7-dX1)1 --sX:91 ] 807-F,494'
1=1"?rn01: wo411ax.118n, J.lb. vt
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NorthCarolhia
,/Vah11t7111f
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f
Wiliam S. Mumford, Vice President, Development
September3), 2013
Page 2 of 2
Future sewer extension applications should be made using the flow reduction amount stated above. A.]
other aspects of the permitting process remain unchanged, and all applications Must be in compliance
with the statues, rules, regulations and mfnintum design criteria as certified by the owner and engineer.
Regardless of the adiusted design daily wastewater Flow rate. at no time shall the wastewater flows
exceed the effluent limits defined in„tile _Non -discharge Permit for the treatment_ facility or exceed the
capacity of the sewers downstream of any new sewer ex gnsion or service connection(s).
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, anti they will
respond promptly. Please refer to the above appllcition number when making inquiries on this project.
Sind rely,
forihomas A. Reeder, Director
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
.ton Risgaard, Land Application Unit Supervisor
Central files; WQ0028552

Cashion, Ted
From: Lee Bowman <[e-mail]>
Sent: Tuesday, January 07, 2020 9,45 PM
To: Cashion, Ted; Gareth Avant, Robinson, Jason; Michael Myers
Subject: RE- [External] RE: Briar Chapel - Phase 12 modification fast track application
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Agreed. It does require a permanent generator.
Regards,
Lee
Lee Bowman
Director of Project and Corporate Development
Envirolink, Inc.
4700 Homewood Ct., Ste. 108
Raleigh, NC 27609
(m) 252-236-5710
IbowmanCeDenvirolinkinc.com
ENVIROLINK
http://www.envirolinkinc.com
CONFIDENTIALITY NOTICE: This e-mail may contain confidential or privileged material which is intended for the sole
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From: Cashion, Ted <[e-mail]>
Sent: Friday, December 20, 201911:39 AM
To: Gareth Avant <[e-mail]>; Robinson, Jason <[e-mail]>; Michael Myers
<[e-mail]>; Lee Bowman <[e-mail]>
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
Lee,
Can you send us an email confirming agreement with the revision to the application requiring a permanent generator,
instead of a portable generator?
Thanks.
Thanks Gareth.
ted

Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
aE Q:>
oso,�„r � i�w a�alktt�
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Email correspondence to and from this address may be subject to the North Carolina Public Records taw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Gareth Avant <GAvant mckimcreed.com>
Sent: Friday, December 20, 2019 9:59 AM
To: Cashion, Ted <[e-mail]>; Robinson, Jason < [e-mail]>; Michael Myers
(mm ers enviroiinkinc.com) <[e-mail]>; Lee Bowman <Ibowman envirolinkinc.com>
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
c-m ., -
+ Ext>_naI emaiL'D6 nat�alick links or.open.attachmenis uitless,you.verify. Sr*nd all suspicausemail asan-4ttaelimenf,to
.r.'eORE - a r����ov.
Ted,
Sorry for my delay. I have updated and attached the applicable sheet.
Thanks!
•Gareth
From: Cashion, Ted <ted.cashion ncdenr. ov>
Sent: Friday, December 20, 2019 9:28 AM
To: Robinson, Jason <La-son.t.robinson ncdenr.sov>; Gareth Avant <[e-mail]>; Michael Myers
(mm ers(@envirolinkinc.com) <mm ers envirolinkinc.com>; Lee Bowman <Ibowman envirolinkinc.com>
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
Gareth,

Cashion, Ted
From: Cashion, Ted
Sent: Friday, December 20, 201911:39 AM
To: Gareth Avant; Robinson, Jason; Michael Myers ([e-mail]); Lee Bowman
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
Lee,
Can you send us an email confirming agreement with the revision to the application requiring a permanent generator,
instead of a portable generator?
Thanks.
Thanks Gareth.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Gips �'ArS 4T C11�T9i1CR1t'JI OI[ill�
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Gareth Avant <[e-mail]>
Sent: Friday, December 20, 2019 9:59 AM
To: Cashion, Ted <[e-mail]>; Robinson, Jason <[e-mail]>; Michael Myers
([e-mail]) <[e-mail]>; Lee Bowman <[e-mail]>
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
• Hxtem Cemai . Do not okk.links or open attachments unless you verify. 5end-al uspicious email as an atta' ment to
.I��t«8aw

Ted,
Sorry for my delay. I have updated and attached the applicable sheet.
Thanks!
-Gareth
From: Cashion, Ted <[e-mail]>
Sent: Friday, December 20, 2019 9:28 AM
To: Robinson, Jason <[e-mail]>; Gareth Avant <GAvant mckimcreed.com>; Michael Myers
(mm ers envirolinkinc.com) <[e-mail]>; Lee Bowman <[e-mail]>
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
Gareth,
Following up on the email below. This project will require a permanent generator. Pis submit a revised application page
noting this.
Thx
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
3800 Barrett Drive
Raleigh, NC 27609
Q�r
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to thirdparties unless the content is exempt by statute or other regulation.
From: Robinson, Jason
Sent: Wednesday, December 11, 2019 3:12 PM
To: Gareth Avant <GAvant mckimcreed.com>; Cashion, Ted <[e-mail]>; Michael Myers

(mmyers(Menvirolinkinc.com) <[e-mail]>; Lee Bowman <][e-mail]>
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
Gareth,
According to 15A NCAC 02T .0305(h)(1)(B)... & (C), a portable pump cannot be used for pump stations with a design flow
greater than 15,000 GPD. According to the app., the current design flow for this pump station is—25,000 GPD. This
pump station will need a "standby" (permanent) power source.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting Updates**
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 [mailto:[e-mail]
Sent: Tuesday, December 10, 2019 1:25 PM
To: Cashion, Ted <[e-mail]>; Michael Myers (mmvers(aDenvirolinkinc.com)
<mmversCZDenvirolinkinc.com>; Lee Bowman <Ibowman envirolinkinc.com>
Cc: Robinson, Jason <[e-mail]>
Subject: [External] RE: Briar Chapel - Phase 12 modification fast track application
■ External email. Do n9t click links or en #ac�irrients �Jti}ess ynu verify. Send all suspicious email a5 an.att echment to
Ted,
This should be a portable generator only. Sorry for the confusion.
-Gareth
From: Cashion, Ted <ted.cashion(@ncdenr.eov>
Sent: Tuesday, December 10, 2019 9:28 AM
To: Gareth Avant <[e-mail]>; Michael Myers (mmvers@env_irolinkinc.com)
<[e-mail]>; Lee Bowman <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Briar Chapel - Phase 12 modification fast track application

We are reviewing the subject application. Item VI11.6 notes there is both a permanent and orp table generator for this
pump station? lust confirming, thanks.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
c
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
Disclaimer
This e-mail and any files transmitted with it are confidential and intended solely for the use of the indiv dual 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 recip ent
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 a -mail.
Disclaimer
This e-mail and any files transmitted with .t 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.

Cashion, Ted
From: Gareth Avant <[e-mail]>
Sent: Tuesday, December 10, 20191:25 PM
To: Cashion, Ted; Michael Myers ([e-mail]); Lee Bowman
Cc: Robinson, Jason
Subject: [External] RE: Briar Chapel - Phase 12 modification fast track application
Ea�ternal email. Do not dlaklinks or open attaJh'ments unless you verify. Send all suspicious ennail as an attach meat. to
{Faort.spamL ne.Fov
I
Ted,
This should be a portable generator only. Sorry for the confusion.
-Gareth
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, December 10, 2019 9:28 AM
To: Gareth Avant <[e-mail]>; Michael Myers ([e-mail])
<[e-mail]>; Lee Bowman <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Briar Chapel - Phase 12 modification fast track application
Hi all,
We are reviewing the subject application. Item VIII.6 notes there is both a permanent and portable generator for this
pump station? Just confirming, thanks.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Er
lkpar:nir[CI (mrrrr:wnui 4�:�ir���

Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
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.

Old North State Water Co.
An
R} ,•,
v. T
July 16, 2019
Re: Signature Authority for Old North State Water Company, Inc.
To whom it may concern,
Lee Bowman has authority to sign engineering applications and certifications on behalf of
Old North State Water Company for the Briar Chapel project.
Sincerely,
71111ce'.'
Michael Myers
President

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, October 17, 2019 11:25 AM
To: Michael Myers ([e-mail]); [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: Briar Chapel - Phase 12 fast track sewer extension application modification
Mike and Gareth,
We are reviewing the subject application. Mr. Lee Bowman, Director of Project and Corporate Development, signed for
the applicant, Old North State Water Company, LLC. He is not listed on the Secretary of State's website with Old North
State Water Company, LLC. Please confirm whether he meets (b)(1) below, or if delegation of authority in (c) must be
pursued.
15 A 1 C AC0?T .0106 SURMISSIO\ OF PERN-IIT APPLIC ATIO\ S
(a) Perllllt appllcatloil�..suppoiting inforinatioll. and proces.�111g fees for permits lsstic
with the Division. Applicatiolls for pernuts from a Division -approved local penis ttill:
the local progrraill director. Division permit processing fee-s .shall not be required ft
local perlluttula prograliis,
(b) Permit applications cllall be sipled as follows:
(1) ill the case of Corporations. by a pruleipal executive officer of at lea
his authorized representative:
(?) in the case of a partnership or a hillited partnership. by a general pa --
I ill the case of a sole proprietorship. by the proprietor:
(4 ) ill the case of a 111uullcipal. state. or other public entity. by eithe
official ill the highest level of elected office. or other authorized ells
(c) Delegation of authority to sigh permit applications to other authorized employee
position shall be provided in writing to the Division and sussed by all authorized pers
this Rule. The delegation may be for a specific permit application or for certanl or all
The letter sliall identiA- the extent of delegation.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@ncdenr.gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
1

Raleigh, NC 27609
Q2�,
AD. E Lresryrrra sr :r, rt.2+rnut fi:�:��� +
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

-✓Qao yak��
Cashion, Ted
From: Cashion, Ted
Sent: Friday, December 20, 2019 9:28 AM
To: Robinson, Jason; Gareth Avant; Michael Myers ([e-mail]); Lee Bowman
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
Gareth,
Following up on the email below. This project will require a permanent generator. Pis submit a revised application page
noting this.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Cn�rtirct cr(mrve��natpwl�`r\ f'
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Robinson, Jason
Sent: Wednesday, December 11, 2019 3:12 PM
To: Gareth Avant <[e-mail]>; Cashion, Ted <[e-mail]>; Michael Myers
([e-mail]) <[e-mail]>; Lee Bowman <[e-mail]>
Subject: RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
Gareth,

According to 15A NCAC 02T .0305(h)(1)(B)... & (C), a portable pump cannot be used for pump stations with a design flow
greater than 15,000 GPD. According to the app., the current design flow for this pump station is—25,000 GPD. This
pump station will need a "standby" (permanent) power source.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting U dates**
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 mailto:GAvant mckimcreed.com
Sent: Tuesday, December 10, 2019 1:25 PM
To: Cashion, Ted <[e-mail]>; Michael Myers ([e-mail])
<[e-mail]>; Lee Bowman <Ibowman envirolinkinc.com>
Cc: Robinson, Jason <[e-mail]>
Subject: [External] RE: Briar Chapel - Phase 12 modification fast track application
teraal.eMa(I. bo' 4 c1i iipj�pi-opn aOachrn'f_s.+inless you vetif-, S ds I s spTaious email as an atta�htnent to
EN y
Ted,
This should be a portable generator only. Sorry for the confusion.
-Gareth
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, December 10, 2019 9:28 AM
To: Gareth Avant <GAvant mckimcreed.com>; Michael Myers (mmvers(@envirolinkinc.com)
<mm ers envirolinkinc.com>; Lee Bowman <[e-mail]>
Cc: Robinson, Jason <'ason.t.robinson ncdenr, ov>
Subject: Briar Chapel - Phase 12 modification fast track application
Hi all,
We are reviewing the subject application. Item VIII.6 notes there is both a permanent and portable generator for this
pump station? Just confirming, thanks.
ted
Ted Cashion .ti

ob �0�4
Cashion, Ted
From: Robinson, Jason
Sent: Wednesday, December 11, 2019 3:12 PM
To: Gareth Avant; Cashion, Ted; Michael Myers ([e-mail]); Lee Bowman
Subject., RE: [External] RE: Briar Chapel - Phase 12 modification fast track application
Gareth,
According to 15A NCAC 02T .0305(h)(1)(B)... & (C), a portable pump cannot be used for pump stations with a design flow
greater than 15,000 GPD. According to the app., the current design flow for this pump station is—25,000 GPD. This
pump station will need a "standby" (permanent) power source.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Gareth Avant [mailto:[e-mail]]
Sent: Tuesday, December 10, 20191:25 PM
To: Cashion, Ted <[e-mail]>; Michael Myers ([e-mail])
<[e-mail]>; Lee Bowman <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: [External] RE: Briar Chapel - Phase 12 modification fast track application
External emalL Do noC links W open attac6nents unless you, verify. Send all suspicious ernaif as an attaG}irr ehll F9q
Ted,
This should be a portable generator only. Sorry for the confusion.
-Gareth
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, December 10, 2019 9:28 AM
To: Gareth Avant <GAvant mckimcreed.com>; Michael Myers (mmyers@envirolinkinc; com)
<[e-mail]>; Lee Bowman <[e-mail]>

Cc: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Subject: Briar Chapel - Phase 12 modification fast track application
Hi all,
We are reviewing the subject application. Item V111.6 notes there is both a Permanent and orb generator for this
pump station? Just confirming, thanks.
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
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
Disclaimer
,x
This e-mail and any files transmitted with it are confidential and intended solely for the use or 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 v-ruses. The company accepts no liability for any damage caused
by any virus transmitted by this e-mail.