WQ0043507_Application (FTSE)_20220518

NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
MAY 9 2W FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: w QUO + 3SO f tea be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquav-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Michael Wagner per 15A NCAC 021 .t>I Oh bt
Title: Director of Public Utilities
4. Applicant's mailing address:XO4 134 N. Main St.
City: Fuquay-Varina State: NC Zip: 27526
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
Il. PROJECT INFORMATION:
❑ Privalely-Owned Public Utility
❑ Other
1. Project name: Madison Park Apartments
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermiL'Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but pan 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 1D (if applicable): Wake PIN:0689505560 (or Parcel 1D to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kirby R. Bell, Jr. License Number: 14023
Firm: Bass, Nixon & Kennedy. Inc.
Mailing address: 6310 Chapel Hill Road
City: Raleigh State: NC Zip:27607
Phone number: [phone] Email Address:Robbie.BellAbnkinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WW TP Permit Number: NCO066516
Owner Name: Town 9f Fuquay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00193
2. Downstream (Receiving) Sewer Information: 10 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 06-21 Page I of 5

1. If the. Applicant is a Privatek-Owned Public Utility- has a Certificate of Public Com-etiience and Necc-ssity been attached',
❑ Yes ❑ No ® NIA
t. If the Applicant is a Dcvctoper of lots to be ,old, has a 1 c%k lop.ci OI,,i.-Ii i .i' i I been attached?
❑ Ye_, ❑ No ® NIA
3. If the Applicant is a flomc-Property Owners' Association. has an I I() % VOA ()l I : `,t I I and
supplementary documentation as required by I5A NCAC 02T.01 15(r) been attached!
❑ Ycs ❑ No ®N,A
4 Origin or wastewater. (clheck all that apply)
® Residential (lthdi�idually Owncd) ❑ Retail (stores. center:, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation. service ❑ ftote[ and or Motels
❑ School 'preschool! day care ❑ Medical : dental eterinary facilities ® Swimming Pool:'Club]hOUSe
❑ Food and drink facilities ❑ Church ❑ Swimming Pool:Tilter Backwash
❑ Bustthesse, offices factories ❑ Nursing )-tome ❑ Other (Explain in Attachment)
Nature of wastewater, 10Wa Domestic _'N Commercial % Industrial (�tt 15A Nc. A( 02 1 0 )
If Industrial. is there a Pretreatment Program in effect;' ❑ Yes El No
6- 1fas a flow reduction been approved under 15A N(. ;1C' 02'1 U 1 14cl 9 ❑Igo
If ves, provide a con ' of flow reduction approval letter with this aoolicalion
7. Sunnnadze wastewater generated by pr( ject.
Establishment'rype (see 02T.0114(f))
l)ailc Design Flo" ''
No. of Units
Flo"
BR Apartment
240 gal 1 13R
20
4800 GPD
2 tiff Apartment
'40 gain BR
360 gaV3 BR
37
8880 GPD
3 BR Apartment
17
6120 GflD
Pool
10 gat"Person
2000 GPD
gall
GPI.)
gal!
GPI?
7ora!
21.800 GPD
a See : - I ,. , . .:-I . i ' for ca%cats to wastewater design floe' rates (i.e.. minimum flow per
dwelling, proposed unknONVII non-residential development use.: public access facilities located near high public use areas.
and residential property located south or east ofthe Atlantic Intracoastal N'atei-%vay it) be used as vacation rental~ as defined
in . . . I.
b Per 15A NCAC 02T .01 14(c), design flow rates for establishnienis not identilied fill table. 15.1 NIC A( 02 f 011,41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data
S. Wastewater generated by project: 20,780 GPD (per 15:; N( Af 02 )
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate ivhy:
❑ Punhp Station Force -Main or Gravity Sewer where flow will be permitted in subsequent permit; that connect to this tine.
Please provide supplementary information indicating the approximate timetramc for permitting upstreant sewers withh flow,
❑ flow has already been allocated in Perinit Number: ` .. lasuance Date:
❑ Rehabilitation or replacement of existing ,ewers with no new flow expected
❑ Other (Explain):
FORM: %TA 06-21 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & Al UC Wra-s ilv Se►%ersl:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
316
DIP
8
1159
PVC
➢ Section lI & Ill 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
V1II. PUMP STATION DESIGN CRITERIA (If Applicable) — 021 _0305 & NIDC c Punip Stutions;Force Alainsl:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N^A
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude. -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ 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 N( AC 02T _0305(h)(11:
❑ 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:
D 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 R SUARA'TiONS — (02B .0200 & 15A NCAC 02T .0305(1)):
l . Does the project comply with all separations'alternati%es found in 1.4=l N( A(. (r' 1 .0305(1) S1. -(�'' ® Yes
❑ No
15A NCAC 02T.03050) contains minimum separations that shall be provided for sewer ,%stenrr:
Setback Parameter*
Separation Required
Store sewers and other utilities not listed below (vertical)
18 inches
_
=Water mains (vertical -water over sewer preterred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over se%%er)
Reclaimed water lines (horizonutl - reclaimed over ewer) —
18 inches
i 2 feet
**Am' private or pubiuc water supply source. including any wells. WS-I Haters of Class I or
Class I impounded reservoirs used as a source of drinking water, and associated wetlands,
100 feet
**Waters classified WS. (except WS-1 or WS-V), B. SA. ORW. I IQW, or SB from normal.
high water (or tide e]evatiort) and wvetlands associated with these waters (sec item IX.2)
50 feel
**Anv other stream, lake, impoundment. or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WI..
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 iuche,.
..................
If noncompliance with :.' ! : i see Section X-1 of this application
* i contains a]tertalives where separations in ti= I .03()5L cannot lie achieved. Please check '-ves"
above if these altentatives are used and provide narrathe tnfornialion to explain.
**Stream classifications can be identified using the Division'S Nt_
2. Does this project comply witlit lie minimum separation requirements for water mauls? ® Yes ❑ No [DNA
If no, please refer to 15A NCAC I SC.090h(t) for documentation requirements and submit a separate document.
sigried:sealed by an NC licensed 111=, 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 identklying the areas of non-confornance-
See the Dkision's draft sc-haniwm requirent,rt far,itualtons where separation cartnol be tmel.
No variance is required if the alterkalive design cracria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State butler rules? ® Yes Basin name_ Nettu° ❑ No
If yes. does the project comply with setbacks round in the river basin niles per 153 `C M.' 02B .0201,1.' ® Yes [:1 No
l his includes']rout Buffered Streams per 115A_NCA(.. 213 0202
5. Does the project require coveragelauthortzatiort under a 404 Nationwide -individual permits ® Yes ❑ .No
or 401 Water Quality Certifications'.'
% Please pro%rde the perntit numberpennit(ing status in the cm.er letter if coverage 'authoriration is required
6. Does protect comply with '�C - ! . . - . ) (additional permils,ceritications)? ® Yes [:1 No
Per ; direct]% related en%tronmental permits or certification applications must be being prepared.
lime been applied f'or. or have been obtained. Issuance of this permit is contingent on issuance of dependent perttilc (eroeton
and sedimentation control plans. stonnwater management plan, etc )
7. Does this prolect include any sewer collection lines that are deemed "high-priority'r' ❑ Y" ® No
Per .. . . "high -priority sever" means any aerial sewer. sewer contacting surface %valers,
siphon. or sewers posilioned parallel to streambanks that are subject to erosion that undennin s or deteriorates the ,e%Ver.
Siphons and servers suspended through interfercnceiconfliet boxes require a variance approval.
% if yes. include an attachment with details for each line. including type (aerial line, size, material, and location) -
FORM. I- IA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I SA NCAC tl} 1, the Mininrurn Desmn Criteria f or the 1'ernilltlnL nl' 1'ut{ x ttttivwtlx
and force Main% i.ktewi vertiitand the Graves Senor Njitiintu_I _m)esr m _ Criterialatest ver%lon 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. Aporoval of the re nest will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subiect to longer
revien times. For proects recfuirine two or more variances or where the variance is determined by the Division to be a
significant Portion of the ro'ect the full technical review is required.
2. Professional Engineers Certification:
1, Kirby R. Bell, Jr._, attest that this application for Madison Park A artmenis
(Professional Lngineer's name from Application Item III L) (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,
_Mlnnnum jr Criteria f4.Grm rt5 Sevvcrs 11 test v crotml, and the Minimum Dealgn Criteria for the l��as -T ck_I'enij t�n F
gf I}utn �. St'dtlnnti and I orcc Mains flatcst version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina- I icensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
;......._.....:...~ ........... tirj................... .......
......
,IISII '.......
North Carolina Professional Engineer's seal, signature, and date: ;-k C, �i'�'••�,,
. 2 a
Z . Q, SE �.7
14 23 If s
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Michael Wagner , attest that this application for Madison Park Apartments _
(Signature Authority Name from Application Item 1.3 ) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6h, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: 05/13/2022
FORM: FTA 06-21 Page 5 of 5

NC Dept of Environmental Quality
State of North Carolina
DWR
MAY 18 2w Department of Environmental Quality
Division of Water Resources
Divlslon of Water Resources Raleigh Regional ]DWI racking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuguay-Varina
Project Name for which flow is being requested: Madison Park Apartments
More than one FTSE 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: Terrible Creek WWTP
b. WWTP Facility Permit ##: NC0066516
All flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 1.094
e. WWTP facility's actual avg. flow 1.284
f. Total flow for this specific request 0.020
g. Total actual and obligated flows to the facility 2.378
h. Percent of permitted flow used 79.28%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)--(A-D)
Design
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current Flow
Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm ! pf), Flow, Daily Flow, Obligated Available
Number) No. MOD MOD MOD MOD Flow Capacity***
Mill
n-.-,., WQCS00193 .503 .201 .107 .069 .176 .025
Middle WQCS00193 .720 .288 .125 .069 .194 .094
* 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): Terrible Creek WWTP
Downstream Permit Number: NC0066516
Page l 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 Official'Signatuo4e Date
Public Utilities Director
Title of Signing Official
Page 2 of ti
FTSE 10-18

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 3 and 4 are located on the west side of US 401 across
from Wake Community College and east of Ransdell Road. 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. Please note that Buildings 1 and
2 will be permitted by a modified Fast Track later once existing Public downstream pump
stations and gravity mains are upgraded. This design and permitting is in progress by the
Town of Fuquay-Varina.
• 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

Proposed Improvements and Flow Table
The proposed development of the land will be for an Apartment Project. The
improvements will consist initially of 2 buildings, roadway improvements to US 401 and
Ransdell Road, the installation of utilities to accommodate the demands, and installation
of stormwater collection system.
The proposed gravity system will consist of 316 LF of 8 inch DIP and 1159 LF of 8"
PVC. The sewer system will tie into an existing manhole (located southeast of the
project) with an existing 12-inch gravity sewer line downstream. The design and
placement of the existing 12-inch gravity line was installed to accommodate future
development on this tract. The name of the receiving waste treatment facility is Terrible
Creek WWTP. The WWTP Permit No. is NC0066516. The system will be owned and
maintained by the Town of Fuquay-Varina. Pool flow is per T15A flow rate.
The following is the anticipated flow per Town of Fuquay-Varina's approved flow
reduction:
Residential
1 bedroom
20 units@ 240 GPD
4800 GPD
Residential
2 bedroom
37 units@ 240 GPD
8880 GPD
Residential
3 bedroom
17 units @ 300 GPD
5100 GPD
Pool
1 1
1 @ 10 GPD/Person
12000 GPD
Total Flow = 20,780 GPD

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NC Dept of Environmental Quality
MAY tg2W
Raleigh Regional Office
FAST TRACK SEWER
REPORT
MADISON PARK APARTMENTS
FUQUAY-VARINA, NC
Wake Co.
Prepared for:
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
Prepared by:
Bass, Nixon & Kennedy, Inc.
6310 Chapel Hill Rd., Suite 250
Raleigh, NC 27607
,,M,al ll,f ,„!►
May, 2022 ,.��' H c A R••''•••
Q S� 9r y S.
23
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Report Index
Cover
Site Narrative
USGS Map
Wastewater Flow Table
Site/Aerial Map

BASS, NIXON $ KENNEDY, INC.
In CONSULTING ENGINEERS
® 6310 Chapel Hill Road, S- 250. Raleigh, NC 27607
© Telephone: [phone]. Facsimile: [phone]
13
TO: DEQ Division of Water Resources
Water Quality Section
3800 Barrett Dr., Raleigh, NC 27609
WE ARE SENDING YOU: ❑ ATTACHED
❑ SHOP DRAWINGS ❑ PRINTS
❑ COPY OF LETTER ❑ CHANGE ORDER
DATE 03_
05/19/22 21045
ATTN-
Jason Robinson or Review Staff
ICE Madison Park Apartments
NC Dept of 1nvuon
MAY 18W
Ralgigh Regional Office
❑ UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
THE FOLLOWING ITEMS:
❑ SPECIFICATIONS
COPIES
DATE
NO
DESCRIPTION
1
FAST TRACK SEWER EXTENSION PACKAGE WITH SOME ORIGINAL SIGNATURES
1
COPY OF FAST TRACK SEWER EXTENSION PACKAGE
1
$480.00 REVIEW FEE (CHECK # 3297)
PLEASE NOTE THAT I CONFERRED WITH JASON ROBINSON THAT ORIGINAL SIGNED DOCUMENTS ARE
NOT REQUIRED AT THIS TIME DUE TO COViD
THESE ARE I RANSMITTED AS CHECKED UELOW:
FOR APPROVAL
❑
FOR YOUR USE
❑
AS REQUESTED
®
FOR REVIEW AND COMMENT
REMARKS:
❑ APPROVED AS SUBMITTED
❑ APPROVED AS NOTED
❑ 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