WQ0043507_Application (FTSE)_20230914

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 507 MOD (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Fuquav-Varina (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: per I3A NCAC 02 1' .01061b) Michael Wagner
Title: Director of Public Utilities NC Dept of Environmental Quality
4. Applicant's mailing address: 134 N. Main Street
City: Fuquav-Varina State: NC Zip: 27526 JUL 14 i
5. Applicant's contact information:
Phone number: 919) 567-3911 Email Address: MWag.ner(rrilFuguay-Varina.org Raleigh Regional Office
H. PROJECT INFORMATION:
I. Project name: Madison Park Apartments
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0043507 and issued date: 711 2022,
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6472- Longitude:-78.7146
5. Parcel ID (if applicable): Wake PIN:0689505560 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Kirby R. Bell Jr. License Number: 14023
Firm: Bass. Nixon & Kennedy. Inc.
Mailing address: 6310 Chapel Hill Rd., Suite 250
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: Robbie. Bel l abnkinc.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek W WTP Permit Number. NCO066516
Owner Name: Town of Fuquav-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00193
2. Downstream (Receiving) Sewer Information: 10 inch Z Gravity L Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 06-21 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[-]Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORiWI: UCV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an 11OA/POA Operational Agreemew (FORib1: I JOA) and
supplementary documentation as required by 15A NCAC 02T.0I 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 X❑ 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(?0))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(1)? ®Yes [-]No
➢ If ves, 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
1 BR Apartment
240 gal/1 BR
32
7,680 GPD
2BR Apartment
240 gal/2 BR
90
21,600GPD
3 BR Apartment
300 gal/3 BR
53
15,900GPD
Pool
gal/
1
2000 GPD
gal/
GPD
gal/
GPD
Total
47,180 GPD
a See 15A NCAC 02T .01 14(b). (d). (e)( I ) and (e 1(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table.[ iA 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: 47,180 GPD (per _15A NCAC 02T .01 14)
➢ 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MOC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
316
DIP
8
1159
PVC
Previously Permitted
Sewer Main
WQ0043507
➢ 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) — 02T .0305 & MDC Pum) SiationslForce 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: 0Longitude: - °
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 2.01 C. l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 021- .03050H :
❑ 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 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 02T .0305(f)):
I. Does the project comply with all separation sialternat ives found in I �:% NCAC 02T .030511) & (g) ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer stems:
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 1 or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
50 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)
**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 02-1',0303(1) or (g see Section X.1 of this application
* I.3A r%C 02J 0305 contains alternatives where separations in 021.03050) 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 Surfince Water Classilicatitpn2; �%e!hmunu
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N A
➢ If no, please refer to 15A NCAC I SC.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 drati 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: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per I SA NCAC 02113 .0200,' ® Yes ❑ No
➢ This includes Trout Buffered Streams per I3A NCAC 213.0202
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 II 3A NC \C 021 .OlOi;csi.6) (additional permitsicertifications)? ® Yes ❑ No
Per I i 1 NCAC 02 1 .0105t5 k6a, 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 021.11403, "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.
r 1f 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

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02.1., the Mininium Design Criteria 1'01. the Permitting ol` Pttmu Stations
and Force Mains MatcLs per tun}, and the Gravity Se%%e[..%lininium Design Criteria (latest \ersionl 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 subiect 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, Kirby R. Bell, Jr., attest that this application for Madison Park Apartments
(Professional Engineer's name from Application Item III I ) (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,
Nlinlinuiii_De'iun Criteria for Gra% it,, Se�%er, ; Iatc�l � cr,,ion and the N1 nnnum Dcsi_�__Criteria fair the Fa%t-Frack I'ermittini
ul' 1'unin Stations and. Force Mains (latest %er,ton;. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, 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: s�``"' q.....
...........
i0
SEA
GIN
Applicant's Certification per 15A NCAC 02T .0106(b):
I, �G��, tg n e .^ , attest that this application for /!4- 1• ;- Avelk / tee. �
(Signature Authorit) Name from A placation Item 1.3.) (Project Name from Application 11 11,1)
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. 1 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 14.3-213.6A and 1 a ;-215.6(1, 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. '% QS Lo t
dr
FORM: FTA 06-21 Page 5 of 5

BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
919/851-4422 FAX [phone] www.bnkinc.com
MADISON PARK APARTMENT NARRATIVE
Madison Park Apartments buildings 1 and 2 are located on the west side of US 401 across
from Wake Community College and east of Ransdell Road. Buildings 1 and 2 represent the
balance of the project permitting for sanitary sewer allocation. Buildings 3 and 4 were
previously permitted under WQ0043507 on 71112022. Stormwater permits with the Town of
Fuquay-Varina and State are in place or have been updated. Stormwater from this site is
collected by a proposed drainage pipe system and piped to a proposed SCM wet pond.
Sanitary sewer system will be public gravity and owned/maintained by the Town of Fuquay-
Varina. 8 inch sewer mains composed of either DIP or PVC will gravity to an existing 12
inch Town owned outfall that parallels US 401.
• Sewer System Owner: Town of Fuquay-Varina, 401 Old Honeycutt Rd., Fuquay
Varina, NC 27526
• Utility Director: Michael Wagner
• Phone number: 919-567-3911
• Developer: VCP FV, LLC; 2110 Power Ferry Road, Ste 150 Atlanta Ga.
• Phone number: 917-685-0083
• Contact: Trace McCreary
NC Dept of Environmental Quality
JUL 14 %0?--
Raleigh RegionaI Office

Madison Park Apartments Modification Narrative
Madison Park Apartments Sanitary Sewer Gravity System was previously approved by NCDEQ
under Permit Number WO0043507. This permit included "All" of the gravity main and flow for
buildings 3 and 4 only (included swimming pool backwash). Two other buildings, numbers 1 and
2 were omitted for permitting of flow due to limited Town of Fuquay-Varina (ToFV) pump station
capacities downstream. Construction of the permitted 8-inch gravity main is complete and
inspected by ToFV. As Built and Engineer's Certification are currently pending but will be
submitted later this year.
The purpose of this modification is to request the balance of wastewater flow for the remaining 2
buildings (Nos.1 and 2). The ToFV has approved going forward with this balance of flow request
and provided signed applications.
The site is located on the west side of US 401 north of ToFV and opposite the Wake Community
College South Campus. The site is better described as Wake Co. PINs: 0689-50-5560, 0689-
60-2568 and 0689-60-2339 or Latitude 35.646400/1-ongitude-78.712200.
Public Sewer System Owner: Town of Fuquay-Varina, 401 Old Honeycutt Rd., Fuquay-
Varina, NC 27526
Utility Director: Michael Wagner, PE
Phone number: 919-567-3911
Developer: VCP FV, LLC; 2110 Power Ferry Road, Ste. 150, Atlanta, GA
• Phone number: 917-685-0083
■ Developer Contact: Trace McCreary
Permits Obtained from the State of North Carolina or Town of Fuquay Varina
404 — SAW-2014-01561 (renewed by Carolina Ecosystems, Inc.)
401 — DWR 16-1187 (renewed by Carolina Ecosystems, Inc.)
CLOMR—16-04-8477R
COC — NC221088
Local Erosion Control approved by ToFV
All NCDOT Driveway and Encroachments approved for Ransdell and US 401
D051-22-00054 E051-092-00499 E051-092-18-7941
Sanitary Sewer — WQ0043507
Water Supply — Serial # 18-00187

BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
919/851-4422 FAX [phone] www.bnkinc.com
MADISON PARK APARTMENT NARRATIVE
Madison Park Apartments buildings 1 and 2 are located on the west side of US 401 across
from Wake Community College and east of Ransdell Road. Buildings 1 and 2 represent the
balance of the project permitting for sanitary sewer allocation. Buildings 3 and 4 were
previously permitted under WQ0043507 on 7/1/2022. Stormwater permits with the Town of
Fuquay-Varina and State are in place or have been updated. Stormwater from this site is
collected by a proposed drainage pipe system and piped to a proposed SCM wet pond.
Sanitary sewer system will be public gravity and owned/maintained by the Town of Fuquay-
Varina. 8 inch sewer mains composed of either DIP or PVC will gravity to an existing 12
inch Town owned outfall that parallels US 401.
■ Sewer System Owner: Town of Fuquay-Varina, 401 Old Honeycutt Rd., Fuquay
Varina, NC 27526
• Utility Director: Michael Wagner
• Phone number: 919-567-3911
• Developer: VCP FV, LLC; 2110 Power Ferry Road, Ste 150 Atlanta Ga.
• Phone number: 917-685-0083
• Contact: Trace McCreary
• Current Fasttrack Application consist of the following bd s units and flows:
• Buildings 1 and 2 consist of: 12-1 BR, 53-2 BR and 36-3 BR
■ Assigned Flow: 12 x 240GPD + 53 x 240GPD + 36 x 300GPD = 26,400GPD
• PreviousIV Approved Fasttrack consist of the following bd s. units and flows:
■ Buildings 3 and 4 consist of: 20-1 BR, 37-2 BR and 17-3 BR
• Assigned Flow: 20 x 240GPD + 37 x 240GPD + 17 x 300GPD + Pool 2000GPD =
20,780GPD
■ Total Units are as follows: 32-1 BR, 90-2 BR and 53-3 BR + 1 Pool
• Total Flow for buildings 1,2,3,4 and pool = 47,180.00GPD
• Note: The assigned GPD's were provided by the Town Utility Director. Said
Town Documentation of assigned GPD's are in our job files.

NC Dept of Environmental Quality
DW.R
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Raleigh Regional (ter
ow racking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Madison Park Apartments
More titan one FTSE may be required for a single project if the owner of Cite 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: Terrible Creek WWTP
b. WWTP Facility Permit#: NCO066516
Al!_ f lbws are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 1.236
e. WWTP facility's actual avg. flow 1.306
f. Total flow for this specific request 0.026
g. Total actual and obligated flows to the facility 2.542
h. Percent of permitted flow used 84.7%
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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Mill
WQCS00193
.503
Middle
WQCS00193
.720
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow* •
Avg. Daily
Tributary
Plus
(Firm:' pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity"*
.201
.107
.095
.202
-0.001
.288
.125
.095
.220
.068
* 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
(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). Terrible Creek WWTP
Downstream Permit Number: NCO066516
Page 1 of 6
FTSE 10-18

III. 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
_ Public Utilities Director _
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
47.2 % and 0.095 MGD of the Available Capacity (E) in Pump Station
Mills Branch ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
.033 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
WQ0044231 Mills Branch and Middle Creek is in design or under construction with
planned completion in 2024 ; and/or
d. The following applies:
The Mills Branch and Middle Creek Pump Station and 401 sewer upgrade project is
currently out to bid. In conjunction to building the Madison Park Apartments, the developer
will be making downstream sewer upgrades per permit WQ0044231. These downstream
improvements include upsizing to a 750-GPM pump at Mills Branch and a 1,130-GPM
_pump at Middle Creek.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing
07/05/2023
Date
Page 3 of 6
FTSE 10-18

,rate of North Carolina
Department 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
Dear Mr. Allway:
40IT
-��Wv
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
I! ECEIRA
T4rb' Cl 8 2601
nw al`'Va"
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10.2001, the Division of Water Quality Non Discharge Permitting 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-Varina in accordance with 15A NCAC 2H .02190)(3).
Based on 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. Re arddless
of the adjuste-in daily wastewater flow rate at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES Rermit for the'treatment facility or exceed the ca acity 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 e_r_mitted flow, new flow
under red (ion and the difference between them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
S ince
C'
f' Gregory J. Thorpe. Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone 9l9-733-5083 Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledl10% post -consumer paper

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BNK, INC
Tem. le Cree
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Lat. 35.6464 0
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Figure 1: Vicinity Map
Madison Park
Apartments

BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
® 6310 Chapel Hill Road. S- 250. Ra'elgh, NC 27607
© Telephone: [phone], Facsimile. [phone]
13
TO: DEQ Division of Water Resources
Water Quality Section
3800 Barrett Dr., Raleigh, NC 27609
DATE
07114123
03_
21045
ATTN
Review Staff
RE
Madison Park Apartments
Balance of flow request to complete Project
NC Dept of Environmental Quality
JUL 14 2023
Raleigh Regional Office
WE ARE SENDING YOU: ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑ CHANGE ORDER ❑
CQPIES
DATE
No
DESCRIPTION
1
ORIGINAL MODIFIED FAST TRACK SEWER EXTENSION PACKAGE FOR BUILDINGS 1 AND 2
1
COPY OF MODIFIED FAST TRACK SEWER EXTENSION PACKAGE FOR BUILDINGS 1 AND 2
1
$480.00 REVIEW FEE (CHECK# 3469)
1
USGS MAP
1
COPY OF FAST TRACT PERMIT THAT WAS ISSUED FOR BUILDINGS 3 AND 4
1
NARRATIVE
NOTE THIS IS A MODIFICATION REQUEST FOR THE FINAL 2 BUILDINGS (1 AND 2) IN MADISON PARK
THESE ARE 1 RANSMITTED AS CHECKED BELOW:
FOR APPROVAL
❑
FOR YOUR USE
❑
AS REQUESTED
®
FOR REVIEW AND COMMENT
REMARKS:
❑ APPROVED AS SUBMITTED
❑ APPROVEDASNOTED
❑ RETURNED FOR CORRECTIONS
❑ RESUBMIT
COPIES FOR APPROVAL
❑ SUBMIT
COPIES FOR DISTRIBUTION
❑ RETURN
CORRECTED PRINTS
❑ FOR BIDS DUE , 20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO: SIGNED KIRBY R. BELL, JR., PE, CPESC

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