WQ0044653_Application (FTSE)_20230808

L�1�D
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:wQ)U I l 5 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
l . Applicant's name: Forestar (USA) Real Estate Group, Inc. (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: Jason Rivenbark per 15A NCAC 02T .0106(b)
Title: VP Real Estate Investments & Development
4. Applicant's mailing address: 8041 Arco Corporate Drive, Suite 1 10
City: Raleigh State: NC Zip: 27617
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: Brightwood Farm 5A
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Guilford County
4. Approximate Coordinates (Decimal Degrees): Latitude: 36004'32.4"N Longitude: 79''35'25.8"W
5. Parcel ID (if applicable): 105628, 106281, 106271, and 106272 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tyler Wilson, P.E. License Number: 054712
Firm: BGE, Inc.
Mailing address: 5440 Wade Park Boulevard, Suite 102
City: Raleigh State: NC Zip: 27607
Phone number: [phone] Email Address: twilson(a bgeinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: TZ pS�GPermit Number: N C--f= C)Lf'r'�-3 SL�
Owner Name: CI Ty p F Cn f�EE/JS30VLQ)
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
l . Permit Number(s): WQ-0�0;�-4'1 1
2. Downstream (Receiving) Sewer Information: 13 inch ❑N Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Page 1 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 Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ❑ N/A
3. if the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % industrial (See 15A NCAC 02T .0103(20))
if industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,n
No. of Units
Flow
Residential — 4 Bedrooms
120 gal/day/bedroom (480 gal/day/unit)
140
67,200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Tot",
67,200 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 .01 14(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: 67,200 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
if permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

N I I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 3,125 SDR 35
Y Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VII1. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
Y This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
y Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
y Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

iX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
l . Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes [:]No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
--Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'-Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class i or
Class li impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
j 36 inches
➢ if noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
i> if no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
Y See the Division's draft separation requirements for situations where separation cannot be met.
No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear ❑ No
if yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
y This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0 I 05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
)o if yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

N. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
if no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
i, _Tyler Wilson, P.E. , attest that this application for Brightwood Farm 5A
(Professional Engineer's name from Application Item iiT.1.) (Project Name from Application Item 11.1 )
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,
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 $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: ,``�C�q,ry^,I-
3
3. Applicant's Certification per 15A NCAC 02T .0106(b):
i, Jason Rivenbark attest that this application for Brightwood Farm 5A
(Signature Authority Name fi-om Application item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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.
Signature:
Date:
05/17/2023
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environment and Natural Resources
DWR Division of Water Resources
Division of Water Resotjrcf.- Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 10-18)
Enity Requesting Allocation City of Burlington
Project Name for which flow is being requested: Brightwood Farm Phase 5A
More than one FTSF,-10107 may be requiredfor a single project if the owner of the IdJUP is not responsible for al/pump stations
along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Burlington Collection System
b. WWTP Facility Permit #: WQCS00008
All flows are in MGPD
c. WWTP facility's permitted flow Allocation from Greensboro 0.900
d. Estimated obligated flow not yet tributary to the WWTP 0.122
e. WWTP facility's actual avg. flow 0.185
f. Total flow for this specific request 0.067
g. Total actual and obligated flows to the facility 0.374
h. Percent of permitted flow used 41.6%
II. Complete this section for each pump station you are responsible for along the route of this
List pump stations located between the project connection point and the WWTP : None
(A)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Total
Design
Approx.
Not Yet
Current Flow
Firm Average Daily
Current Avg.
Tributary
Plus
Pump Station Capacity, * Flow**
Daily Flow,
Daily Flow,
Obligated Available
Name GPD (Firm/pf), GPD
GPD
GPD
Flow Capacity***
None
* 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 pumpstation 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 5 0.
Downstream Facility Name (Sewer) : Brightwood Farms Phase 4A, Sec 2D-3D
Downstream Permit Number: WQ0042491
Page 1 of 2 FTSE 10-18

Certification Statement:
I, W. Todd Lambert, P.E. 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 asseessment where applicable. This analysis has been
performed in accordance with local established policies and procedures using the best available data.
This certification applies to those items listed above in Sections I and I1 plus all attached planning
assessment addendums for which I am the responsible party. Signature of this form certifies that the
receiving collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Official Signature
City Engineer
Title of Signing Official
Date
Page 2 of 2 FTSE 10-18

City of Greensboro
Water Resources Department Ar_
Engineering Division
2602 S. Elm -Eugene Street
Greensboro, NC 27406
Flow Tracking/Acceptance Request for
GREENSBORO Sewer Extension Permit Applications
Project Applicant's Name: City of Burlington
Project Name: Brightwood Farms Phase 5A
Project Address: Preakness Parkway (SR 5307
Applicant's Contact Information: Phone #: [phone]
Signing Official Name & Title: Todd Lambert, City Engineer
Mailing Address:
City Burlington
425 S Lexington Ave
Email [e-mail]
State NC
TRC Plan # N/A
Email: [e-mail]
Zip 27215
Phone [phone]
Signature: —7) Date:
Engineer Contact Information:
Name: Tyler Wilson, PE- BGE, Inc.
Email: [e-mail]
Phone: [phone]
Has this project been approved through TRC: No Yes TRC Project #
Project is: New Modification
Brief description of project (Include overall site plan if available):
140 4-bedroom townhomes
Type of Flow (circle majority): Residential Commercial Industrial
If any Industrial flow, have you submitted a SIU permit? Yes No
Significant Industrial User Permit Information I Greensboro, NC (greensboro-nc.gov)
FORM: COG-FTAR-08/2022 Page 1 of 2

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A
NCAC 2T .0114 or the design flow for line in the space below. Values other than that in 15A NCAC 2T
.0114 (b) and (c) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2T .0114 (f). Attach additional sheets if necessary.
140 units @ 120 gal/day/bdrm (480 gal/day/unit)= 67,200 gpd
WWTP Facility where flow will be tributary:
X❑ T.Z. Osborne NCO047384
❑ High Point NCO024210
New Lift Station (all new lift stations must be preapproved by Water Resources:)
Public (sized for basin): Yes
Private: Yes
Complete this section if a new pump station will transport wastewater flows as a part of this project.
Proposed
Pump Station Firm Capacity Force Main Discharge Point
(GPM) (Size/Len--th) M( HID#)
For City of Greensboro Water Resource Use Only:
Does the flow transmit through a public lift station? Yes No
If so which pump stations:
FORM: COG-FTAR-08/2022 Page 2 of 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Burlington
Project Name for which flow is being requested: Brightwood Fanns Phase 5A
Afore than one FTSE may be required for a single project if the owner of the WTVTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _
b. WWTP Facility Permit #
T.Z. Osborne
NCO047384
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
56.0
6.537
33.110
0.0672
41.066
73.3%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point
and the WWTP:
(A)
(B)
(C) (D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Pump
Average
Approx.
Not Yet Total Current
Station Station
Firm Daily Flow**
Current
Tributary Flow Plus
(Name or Permit
Capacity, * (Firm / p0,
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
Rock 37034
4.32 1.728
1.056
0.5103 1.5663
0.1617
Stewart 38555
10.224 5.0614
1.8317
0.3348 2.1665
2.8949
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): City of Greenboro T.Z. Osborne
Downstream Permit Number: NC047384
Page 1 of 6
FTSE;..>>:

III. Certification Statement:
I Wendy Messer 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Sthature
-eal " S-d�
Titleof Si ing Official
Di3d Ily d by Wendy Messer
ON JS='&
Wendy M e s s e r E hd phrey nessxr@greensbom nc gov,
O:. G1y A Greensboro, GN=Wendy Messer
Di19 ' J 13, 07 13 99 5121-04'00'
Date
Page 2 of 6
FTS E 10-18

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July 26, 2023
Winston-Salem Regional Office — Water Quality Section
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Re: Brightwood Farm — Phase 5A — Fast Track Sewer System Extension
To whom it may concern,
BGE inc., on behalf of Forestar (USA) Real Estate Group Inc., submit this Fast Track Sewer
System Extension Application for the Brightwood Farm — Phase 5A project. The project is
located at 6816 Preakness Parkway, Whitsett, Guilford County, NC 23229 and consists of 140,
4-bedroom, townhome units and associated infrastructure. There is 3,125 LF of 8" SDR sewer
proposed to serve the community and tie into the existing sewer system within the Brightwood
Farm development. Included in this submittal are application for acceptance from the City of
Burlington and the City of Greensboro. This is because the sewer lines are owned by the City of
Burlington, but the treatment is by the City of Greensboro.
The following items are included in the submittal:
l . DWR - Fast Track Sewer System Extension Application
2. Cover Letter
3. Check for $480.00
4. Flow Tracking/Acceptance for Sewer Extension Permit Application — City of Burlington
5. Flow Tracking/Acceptance Request for Sewer Extension Permit Application - City of
Greensboro
6. Flow Tracking for Sewer Extension Application - City of Greensboro
7. Site Maps
8. Developer's Operational Agreement
Sincerely,
Tyler Wilson, P.E.
Project Engineer
Land/Site — Raleigh
BGE, Inc. • 5440 Wade Park Boulevard Suite 102 • Raleigh, NC 27607 • 919-276-01 1 1

Environmental duality
Received
AUG 0 8 2023
Winston-Salem
Regional Office
Date: July 26, 2023
To: Winston-Salem Regional Office — Water Quality Section
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
From: Tyler Wilson, P.E.
BGE, Inc.
5440 Wade Park Blvd., Suite 102
Raleigh, NC 27607
Reference: Brightwood Farm — Phase 5A — Fast Track Sewer System Extension
Item No.
1
Number of Copies
2
Description
DWR - Fast Track Sewer System Extension Application
2
1
Cover Letter
3
l
Check for $480.00
4
1
Flow Tracking/Acceptance for Sewer Extension Permit
Application — City of Burlington
5
1
Flow Tracking/Acceptance Request for Sewer Extension
Permit Application - City of Greensboro
6
1
Flow Tracking for Sewer Extension Application - City of
Greensboro
7
1
Site Maps
8
1
Developer's Operational Agreement
Comments: If there are any questions, please call Tyler Wilson at 984-300-0521 or
[e-mail]. Thank you.
Serving. Leading. Solving.'