WQ0043506_FTSE Revised_20220726

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be coMpictcd by DWR)
All items must he completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town iiffuguay-Varma (company, municipality, IIOA. utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Michael Wagner per 1 SA Nt AC (121' 01 wi(b1
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Maui Street
City: Fuctuay-Varina State: NC Zip: 27526
5. Applicant's contact information:
Phone number; 919) 7M-1 L28 Email Address: mW [Jgnur(1r,l'tMiutty-varina.or(;
H. PROJECT INFORMATION:
1. Project name: Midtown
❑ Privately -Owned Public Utility
❑ Other
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 checldist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located; Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 3 .589664' Longitude:-78.802318'
5. Parcel ID (if applicable): 0656-99-1(41 006-89-4563 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Mike Zaccardo License Number: 022321
Firm: Timmons Group
Mailing address: 5410 Tnnity Ituad, Ste. 102
City: Raleigh State: NC Zip: 27607-�
Phone number: QL9) 624-4927 Email Address: mikc.mocardo(a tininum,.,:oM
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: North _I lant_rlt Regional W W'['P Permit Number: NCO021636
Owner Name: Harnett Countv
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00193
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ILI Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): KIXDCK-NNO02MX Town of Fuquay Varina
FORM: FTA 06-21 Page I of 5

V1. 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. 1f the Applicant is a Developer of lots to be sold. has a Devcloner's Operational Agreement 0-ORM: Q V) been attached?
❑Yes ❑No ®NA
3. If the Applicant is a I Tome+Property Owners' Association, has an 1 IOATOA Operational Agreement (I:OR:N1: I IOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin ofwaste%%ater: (check all that apply):
® Residential (individually Owned) ❑ Retail (stores, centers. malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel andor Motels
❑ School preschool ! day care ❑ Medical / dental I veterinary facilities ❑ Swimming Poolr'Clubliouse
❑ I-ood and drink facilities ❑ Church ❑ Swimming Poolr'Pilter Backwash
❑ Businesses 1 offices; factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02 f .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(t)? ® Yes LJ No
Ifyes, 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 x,b
No. of Units
Flow
Residential - 4 Bedrooms
300 gallday
53
15,900 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
7bru1
15,900 GPD
a See 15A NCAC 02 1.01.14(b). td). (c)(1) and (0121 for caveats to wastewater design flow rates (i.e.. minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02 f,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: 15,900 GPD (per 15A NCAC 42-1_" .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station,Torce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeGame 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):
DORM: FTA 06-21 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) I Material
8 1,178 PVC
8 260 DIP
➢ Section Ill & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Tit contains information related to minimum slopes for gravity sewer(s)
)k Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MUC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & �II)(;_t('uu�lr Slati�insfl nrcc .Mains):
PI(QVII ► tiE;l'A)iAl k. { Oyy ot-1-111S 1),wi3 11=01t 1"At l_I_litJtillI STATION 1\C'1.1.J1)l:r) iN -fl{IS I'IZO,II.(,i
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): ! gal Ions 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 OIC. l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
b_ Power reliability to accordance with 15A NCAC 02T .4305(lo I :
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry 15A NCAC 02T_0305{h)(I)(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_
➢ 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 021'.0305(f)):
1. Does the project comply with all separations/alternativcs found in 15 -% Nt A(' 021' .0 tt15t1) i t? ® Yes C. No
15A NCAC 02T.0.3_0S ontains minimum wp;nutnIns that shall be provided For sewer systeris_
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical - water over sewer preferred, including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
**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.
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normalT
high water (or tide elevation) and wetlands associated with these waters (sec item IX.2)
"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.
Any building foundation (horizontal)
Any basement (horizontal)
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
18 inches
18 inches
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 Feet
10 feet
Final earth grade (vertical) J 36 inches J
➢ If noncompliance with 02T.0305(f) or (g1. see Section X_ 1 of this application
*15A NCAC' 02T.0305(el contains alternatives where separations in 02T.0305(1) 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 N(' Surtltcc %Valvr Cla,, mlicauuns %tcbrr<n"c
2. Does this project compIy with the inIIli 111Utn 1CIXU.Ition IegUit'CItlCiltti JUr W.Itcl' tn.11llti" ®Yes ❑ No ❑ N?A
D. I I' no, please refer to 15A NCAC' I 9C.0906(1) l"or documcniat ion requirein nts and submit a separate document,
signe(Uscaled by an N(' Iiecnsed I'Ii, verifying the enteric uuilined In that Rule.
3 Does the project comply with separation requirements for wetlands'? ® Yes ❑ No ❑ NIA
➢ Pleasc prm ide supplementary inlirrmatioiI identifying the areas of non-conformance.
➢ Scc the Division's alrali 5C113tEat pn requlrcinewN for situations where separation cannot be met.
➢ No variance ks 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 ru;cs? ❑ Ycs Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02001 ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per I �zA NCAC 211.ri 202
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 NC'AU 02T.0105(cho) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105c h , 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 I iA 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.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall he 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

X. CERTIFICATIONS:
Does the submitted system comply with I c.% iUt .-W 021', the 4lilrinutnr_l)esig tt Criwna till- the VeliniuuiL Of N113111 Stations
and force \t.tirtti{.htt�_.,a tiro;,�rr1, and the 6nm ilv Sewcr Minimum Design C-ritcria datesl 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 he issued
concurrent) - with the a Irmal of the Ierntil and projects re[ uirin t a ►ariance approval ritav he sub'eet it) longer
review times. t
htn r: o eels reriniring two or more variances or where the variance is determined h►' he Division to he a
Jam— ....._.........-•-----
siLnificant gortion of the project, the full technical gview is„required,
2. Professional Engineer's Certification:
1, 1►�[ Vk�� , attest that this application for
(Professional Engineer's name from \pphrat,oa Item ill l) (Project Name frcm Application Item lI 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 m accordance with the applicable regulations,
11 ininium Demull (criteria -for Grayily Sewers Hate.[ ti•ersron}, and the Minimum Qcsi�,-i Crnir rt tut• the fast--liac1, I'ernttttin,g
of [,unit) slauons and Force Mains il.rtest ►•ersion). 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.
NOTR .- 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 Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and. date
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Michael Wagner , attest that this application for
(Signature Authority Name from Application Item 13.)
\\\\\ttlllrr!!!
ILI
CA
O
'o
11111 11101"
Midtown
(Project Namc from Application licm [I.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 wilt result in an immediate enforcement
action that may include civil penalties, injunctive relief, andlor 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 attachments are not ,acludvd, 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
Staleuteiii, iepresentation, 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 &I'V111*144we?
Date- 04.2712022
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Midtown Subdivision
More than one FTSE may he required for a singte project if the owner of the WWTP 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: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 2.6
d. Estimated obligated flow not yet tributary to the WWTP 0.639
e. WWTP facility's actual avg. flow 1.231
f. Total flow for this specific request 0.015
g. Total actual and obligated flows to the facility 1.870
h. Percent of permitted flow used 71.9%
I1. 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 J pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Gravity
* 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): ToFV to KennethCreek,NeilsCreek Inter
Downstream Permit Number: WQCS00193 to WQ0028647
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I Michael Wagner 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
Public Utilities Director
Title of Signing Official
04/27/2022
Date
Page 2 of 5
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuk u} ay-Varina_
Project Name for which flow is being requested: Midtown Subdivision
More than one ME may be 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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Harnett Regional WWTP
_North
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow
7.5 MGD
Fuquay-Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
1.20 MGD
Angier Allocated Flow
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP
2.551 MGD
FV Obligated Flow NYT
0.702 MGD
Lillington Obligated Flow NYT
0.237 MGD
HC Obligated Flow NYT
0.965 MGD
Angier Obligated Flow NYT
0.647 MGD
e. WWTP facility's actual avg. flow
5.080 MGD
FV Actual Flow
1.224 MGD
Lillington Actual Flow
0.642 MGD
HC Actual Flow
2.568 MGD
Angier Actual Flow
0.646 MGD
f Total flow for this specific request
0.016 MGD
g. Total actual and obligated flows to the facility
7.647 MGD
FV Actual Avg. + Obligated Flow
1.942 MGD
Lillington Actual Avg. + Obligated Flow
0.879 MGD
HC Actual Avg. + Obligated Flow
3.533 MGD
Angier Actual + Obligated Flow
1.293 MGD
h. Percent of permitted flow used
101.96%*
*A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 of 4
FTSE 06-13

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)
Design
Pump
Average Daily
Station
Firm Flow"
(Name or
Capacity, * (Firm / p0,
Number)
MGD MGD
(B)
(C)
(D)—(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
'Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
SLS 120 14.4 5.76 2.819 2.398 5.217 0.543
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
III. Certification Statement:
1 ._. 10" 6 oa(d . 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 certif ' cation applies to those items listed above in Sections I and II plus all
attached planning asses. lent addendums for which I am the responsible party. Signature of this
form indicates accelta cj.1of this wastewater flow
6 - A - 'X
Signing Official Signature Date
Page 2 of 4
FTSE 06-13

01'n S'OC
PROJECT NARRATIVE
Project Name: Midtown
Location: Fuquay Varina, Wake County, NC
Owner: Crosswind Development, Inc.
2550 Capitol Dr. Ste 105
Creedmoor, NC 27522-9450
Deveioper: Crosswind Development, Inc.
2550 Capitol Dr. Ste 105
Creedmoor, NC 27522-9450
Consultant: Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
NC DePt of Environmental Quality
MAY 18 2v
Raleigh Regional office
The proposed project is inside Fuquay Varina jurisdictional limits and is located approximately 900
linear feet north from the intersection of N West Street and W Jones Street. The scope of this project
will include the construction of 53 residential lots and associated roads.
The proposed public sewer extension will provide domestic service to the Midtown Subdivision on a
10.36-acre tract of land in Fuquay Varina, NC.
Development Flow Rate: 19,080 gpd
(53) single-family townhomes @ 360 gpd/unit (assuming 3-bedroom units per 15A NCAC 02T .0114)
The proposed gravity sanitary sewer system will consist of approximately 1,178 LF of 8" PVC and
260 LF of 8" DIP. The gravity sewer system will be owned, operated and maintained by the town of
Fuquay-Varina, NC.

PROJECT NARRATIVE
Project Name: Midtown
Location: Fuquay Varina, Wake County, NC
Owner: Crosswind Development, Inc.
2550 Capitol Dr. Ste 105
Creedmoor, NC 27522-9450
Developer: Crosswind Development, Inc.
2550 Capitol Dr. Ste 105
Creedmoor, NC 27522-9450
Consultant: Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
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N E t"- p
ZACGP
11110
SlZ�IZZ�
The proposed project is inside Fuquay Varina jurisdictional limits and is located approximately 900
linear feet north from the intersection of N West Street and W Jones Street. The scope of this project
will include the construction of 53 residential lots and associated roads.
The proposed public sewer extension will provide domestic service to the Midtown Subdivision on a
10.36-acre tract of land in Fuquay Varina, NC,
Development Flow Rate: 15,900 gpd
(53) single-family townhomes @ 300 gpd/unit (assuming 4-bedroom units per 15A NCAC 02T .0114)
The proposed gravity sanitary sewer system will consist of approximately 1,178 LF of 8" PVC and
260 LF of 8" DIP. The gravity sewer system will be owned, operated and maintained by the town of
Fuquay-Varina, NC.

VICINITY MAP
NC Dept of Environmental Quality
MAY 18 M?
Raleigh Regional Office

NC Dept of Environmental Quality
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State of North Carolina
Departrnent of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Subject
Dear Mr. Allway:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
TM gf -Vatrte
Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Petzttitting Unit received your
flow reduction request for future and present. but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings,
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Vadna in accordance with 15A NCAC 2H .0219(1)(3).
4
Based an the information submitted, the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the,Town of Fuquay
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adiusted desien daily wastewater flow rate, at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES�permit for the'treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that'requests flow reductions for
specific previously permitted projects (indicate permit number, project name,.pennitted flow, new flow
under reduction and the difference between them), If you have any questions or comments regarding this
matter, please contact Marie Doklovic at (9 t9)733-5083 ext. 371.
S inceye
C' J
Gregory J. Thorpe, Ph.D.
cc,, Raleigh Regional Office
Flow Reduction File
E617 Mail Service Center, Raleigh, North Carolina 27699 !b[7 Telephone 9f9.733-5083 Fax [phone]
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NCDEQ - Raleigh Regional
TO: Office
3800 Barrett Dr
Raleigh, NC 27609
Date: 06/16/2022
P 919.866.4951
F 919.859.5663
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Jab#: 41517
Project: Midtown
Reference: 1s1 Permit Application Submittal
Copies Sent To: NCDEQ_
COPIES
DATE
NUMBER
DESCRIPTION
1
5/16/2022
1
Midtown Construction Documents
1
5/16/2022
2
FTA
FTSE
1
5/16/2022
3
1
5/16/2022
4
Midtown Vicinity Ma
1
5/16/2022
5
Project Narrative
1
5/16/2022
6
USGS Site Ma
1
5/16/2022
7
$480.00 FTA Application Fee
THESE ITEMS ARE TRANSMITTED;
if enclosures are not as noted, please notify us at once.
COMMENTS: Please contact Sean Hein with any questions or concerns at Sean. [e-mail] or
[phone]. Thank you.
14C Dept of Environmental Quality
MAY 18 2M2
Raleigh Regional Office
ac n
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