WQ0045543_5692_W_Gate_City_Blvd_FTSSE_Permit_App_2nd_Submission_20240701

4-__d i '1a. /X
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEMEXTENSION APPLICATION
FTA 10-23& SUPPORTING DOCUMENTATION
Application Number: d&00 45tS `{3 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: GCB Partners. LLC (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: Bann Siegal'per 15A NCAC 02T .0106(b)
Title: Manager /
4. Applicant's mailing address: P.O. Box 16168'
City: High Point'State: NC Zip: 27261`-
5. Applicant's contact information:
Phone number: [phone] Email Address: bscholding(a),aol.com
IL PROJECT INFORMATION:
1. Project name: 5692 W. Gate City Blvd
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date: _,
For modifications, also attach adetailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: W000
3. County where project is located: Guilfor
4. Approximate Coordinates (Decimal Degrees): Latitude:36.01'07"°' Longitude:-79.5342"'
5. Parcel ID (if applicable): 0226202 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Charles P. Tmbv, It. License Number: 14984
Firm: CPT Engineering and Surveying. Inc.
Mailing address: 4400 Tyning Street
City: High Point State: NCc Zip: 27265-'
J
Phone number: [phone] ' Email Address: chucktAcoten8ineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Eastside Wastewater Plant Permit Number: NC0024210'
Owner Name: City of High Point
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): WQ_
2. Downstream (Receiving) Sewer Information: 8 inch X Gravity ❑Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00010
Owner Name(s): City of High Point '
FORM: FTA 10-23 Page I 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 i
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.0115(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 prWaration/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 : _% Domestic 100 % Commercial_ % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect?❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(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','
No. of Units
Flow
Retail Shopping Centers with food services)
130 gal/1,000 sf
GPD
26,400 sf / 1,000 x 130''
gal/
3,432 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,432 GPD
a See ISA NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. 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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 3 4321GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ 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 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305&MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
106
D.I.P.
8
80,
D.I.P.
8
228
PVC
Total
414 /
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) -12T .0305&MDC (Pump Stations/Force Mains):
PROVIDEA SEPARATE COPY OF THIS PAGEFOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
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)
➢ 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 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliabilityin accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑Standby pump
➢ 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 facitityand may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day15A 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:
➢ Include documentation that the portable source is owned or contracted by the applicantand is compatible with thestation.
➢ 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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200&15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18inches
2Water mains (vertical -water over sewer preferred, including in benched trenches)
18 inches
2Water 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 II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I 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)
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(t) 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
i
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑ N/A
➢ 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.
➢ 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: Cane Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yves[] No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
i
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.0105(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.04021 "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.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority Hues 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 10-23 Page 4 of 5

%� ��V -� � •� � IVc�i; t% a, � sV J Z 7 I 2�2
X. 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
Ifio, 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 Offrce.Approvat 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, C*L(6 attest that this application for W (-AE GiY Bt.-J.
(Professional Engineer's name from Application Item Ill.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 knowledged 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 143-215.6B, 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. 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 Engineerto referral to the licensjngboard.(21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: QP•O¢�N
_•4; egn
SFAL
14994
� .
3. Applicant's Certification perl5A NCAC 02T.0106(b): 61241 t
11 T. e e' Si T 4 l( attest that this application for
(Signature Authority me from Appli Item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by we and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in an kage shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as we s civil penalties u to $25,000 per violation.
Signature: Date: �� I
FORM: FTA 10-23 Page 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with
, the
and Force Mains (latest version), and,the Gravity Sewer Minir
as applicable?
l ❑Yes ❑ No
Ifno, for projects requiring a single v ce, 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, tny�sdrCt 11, l�tt5✓ l� attest that this application for 56V G)• 6C' 07e &,t4
(Professional Engineer's n%by
Application Item lll.l J (Project Name from ApplicationItem IL1)
has been reviewed 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 kno ledge 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 niaay 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 he 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 Engineerto referral to the gWw,a ,4Vaard.(21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:a` O� , LL 8 8•1
1�:A
SEAL
14004
:r
t_... _............ i ... ........._ .. '
3. Applicant's Certification perl5A NCAC 03T .0106(b): it �j 14
I,� 4 / 7 Si p 514 f attest that this application for St.9 2 t✓. GA-rC SIT f B LSD,
(Signature Authoft Name from Apfimtioo Item 1.3.) (Project Name from Application Item H.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any appliQption package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as civil penal up to $25,000 per violation.
Signature: Date: oZ
FORM: FTA 10-23 Page 5 of 5

Division of Water Resources
State of North Carolina
Depadment of Environmental Quality
Division of Water Resources
Flow Tacking for Seller Extension Applications
(FINE 10-23)
B*11equesting Allocation: HighPordNC
Project Name br which flows being requested 5692 W. Gate City Bbd.
A.bre than one FTSE ntay be tequhedjor a single project if the owner of the WRITP is not t wpo ns iblefor all pump stations along the
route of the proposed warteuaterflow
1. Complete this section only, ifyou are the owner ofthe wastewater treattreK plant.
a. WWTP Faciltjnanne: Eastside WWIP
b. W WTP Facility Pembit #: NC0024210
Afl flows are in A1GD
c. W WTP faciiyts Permitted flow
26 '
d. Estimated obligated flow not yet tributary to the WWI?
4.4119 '
e. W WTP facil¢yts actual average flow
14.92
f Total flow for this specific request
0.0034'
g Total actual and obligned flows to the facility
19.3353'
h Percent ofpco itted lbw used
74.37% "
U. Complete Ours section for each pump station you are responsible lor along the route oftbs proposed wastewater flow
List purrp station located between the project connection point and the W WTP
(A)
(13)
(C)
(D)=(B+C)
(EHA-D)
Putcp
Pump
Design
Approx
Obligated
Total Current
Station
Station
Firm Average Daily
Current
Not Yet
Fbw Pl s
Available
(Nano or
Permit
Capacity, * Flow**
Avg Daily
Tnbuary,
Obligated
Capacity***
Nurrber)
No.
MGD (Fatrctpl)
Flow
Daily Flow
Flow
MGD
MGD
MGD
MGD
MGD
Rim
WO0008572
30.O887 114842
8,3901
12=
9.6503
1.g339
* The Firm Capacity of any pump station is defaced as the madmun pumped Flow that can be
achieved efth the largest pump taken out of service.
** Design Average Daffy Flow is the firm capacity of the pump station divided by a peaking factor (pt)
not less than 2.5, per Section 2.02(A)(4xc) of floe Minimum Design Criteria.
*** A banning Assessment Addendum shall be attached for each pump station located between the
project connection point and the W WTPnhere the Available Capacity is 50.
DownsfieaunFacityName(Sewer): EastsideWWIP
Downstream Pemnit Nurrber (Sewer): NC0024210
Page 1 of
FTSE 10-23

Dlxtdvrt rrt Wm" R4.tio1,1, a-,
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: GCB Partners, LLC
Project Name for which flow is being requested: 5692 W Gate City Blvd
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
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
0.003432
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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow"
Current
(Name or
Permit
Capacity, • (Firm / pf),
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
* The Firm Capacity (design Dow) of any pump station is defined as the maximum pumped Dow 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, 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):
Downstream Permit Number:
Page I of 6
FTSE 10-23

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
Title of j,8ig?&g Official
ne0 ey 7d:Messer
Ia
Wendy Mes � �y �95Mumes Deeedmenl. OU=CXy of
.CN-Mr4y Messer
W24 14:14M44W
612-4124
Date
Page 2 of 6
FTSE 10-23

Divrslon of water R'esou" .
Entity Requesting Allocatifis
Project Name for which flo
More than one FTSE may be refub
stations
State of North Carolina
Department of Environmental Quality
Division of Water Resources
king for Sewer Extension Applications
(FTSE 10-23)
BSC
requested: -,5692 W
sin8le proJeet if the owner of the
the route of the proposed wastew,
I. Complete this section only if you ar6 the owner of the
a. WWTP Facility Name:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tribul
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the
h. Percent of permitted flow used /
to)he WWTP
VTP is not responsible for all pump
flow.
treatment plant.
All flows are in MGD
0.003432
II. Complete this section for each pumps tion you are responsible for alcrb t,;c .mute of this proposed
Wastewater flow. \1
List pump stations located betw the pro ;,ct conneauo omt and the WWTP:
(A) (B) (C) (D +C -
Design ) (E)-(A-D)
Pump Pumr Obligated,
Stat �n c!.ci - Average Approx. Not Yet Total Current
NamLinn Daily Flow* Current Tributary Flow Plus
Numb Yetmit C acity, • (Firm / po, Avg. Daily Daily Flow, Gbiiga::d Available
Number) No. MGD MGD
Flow, MGD MGD Flow capacity***
--tee—
* The F in(design flo
Capacity w) of any pump station is defined as the maximu
achfev with the largest pump taken out of service. m pumped flow that can be
** 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 < o.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-23

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 11 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
of S i Ofcial
ON cws.
Wendy Messes=•����,:�
Oau'. AN 053110:]0'.LSMCO'
Page 2 of 6
Date
FTSE 10-23

PROJECT DESCRIPTION
The project is located on an approximately 6.83 acre tract in Guilford County,
Greensboro, NC. The purpose of the project is to construct 3 retail buildings (Retail
shopping center with food services) with associated paved drives and parking including
private water and sewer service.
SITE DESCRIPTION
The site consists of 6.83 acres more or less and is currently cleared and vacant.
ADJACENT PROPERTY
Land use in the vicinity is Commercial, Highway Business & Norfolk Southern Railroad
right-of-way. The site will access the public street network by new driveway entrances on
W. Gate city Blvd. which is located 930 LF N of High Point Rd. shopping center access
road. The second access point is located 156 LF from same intersection.
SOILS INFORMATION
The soil in the project area is mapped as:
CcC, Cecil sandy loam, 2 to 6 percent slopes
CcB, Cecil sandy loam, 2 to 6 percent slopes
EnB, Enon fine sandy loam, 2 to 6 percent slopes
HYDROLOGIC SOIL GROUP: CcB, CcC Rating: A
EnB, Rating: C
per USDA Natural Resources Conservation Service Web Soil Survey.
NATIONWIDE PERMIT / WATER QUALITY CERTIFICATION
NWP 39 Section 404 Action Id. SAW-2023-01795
Approval of Individual 401 Water Quality Certification
Certification No. WQC006568
DWR # 20231563 Guilford County
GCB Partners, LLC plans to retain ownership of the subject property with NO plans to
sell subject property upon completion.

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEMEXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM:FTA 10-23& SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer&Pump Stations Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance withl5A NCAC 02T, 15A NCAC 02T .0300,Division policies, and Good engineerine
practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
N Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for Ali Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of$000.00,dated no more than 90 days prior to application submittal.
➢ Payable toNorth Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The ProjectName in Item II.1 shall be consistent with the project name on theflow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Eneineer.
INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form:FTSE 10-23) (If Applicable):
® Submit the completed and executed FTSE form from theowners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations,& force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrativeidentifying the previously permitted items to remain in the permit, items to
be added, and/or items to be modified (the application form itself should include only include items to be added/modified).
The narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability forpumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b))or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the
sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise
approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION Page 3 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Water Quality Section
Winston-Salem, North Carolina 27105
Stokes, Suny, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION Page 4 of 3

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