WQ0040977_Application (FTSE)_20190625

State of North Carolina
Department of Environmental Quality
;D,
Division of Water Resources
a -W
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number; (? wa "`
pp ��l (to be completed by DWR)
All items must be completed or the aRplication will be returned
I. APPLICANT INFORMATION: `� 4
I. Applicant's name: Town of FuauAy-Varina. NC (company, municipality, HOA, utility, etc.)
h�
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State?County ® Municipal ❑ Other
3. Signature authority's name: Jay T. Meyers, PE per I5A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honevcutt Road
City: Fuauay-Varina State: NC Zip: 27626-_
5. Applicant's contact information: CY
y O
Phone number: 919 753-1028 Email Address. 'me ers fu ua-varina.or c
E
II. PROJECT INFORMATION: a o
1. Project name: Powell Sauare Apartments W ,
2. Application/Project status: ® Proposed (New Permit ❑ Existing Permit/Project c cA
If a modification, provide the existing permit number: WQ00 and issued date: , A
x
If new construction but part of a master plan, provide the existing permit number: WQ00 z
3. County where project is Iocated: Wake
4. Approximate Coordinates (Decimal Degrees). Latitude: 35.6656 Longitude:-78.715906'
5. Parcel ID (if applicable): 0689-47-0903 0689-36-6682 0689-37-8090 068946-1609
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark Ashness, PE License Number: 18894
Firm: CE Grouu. Inc
Mailing address: 301 Glenwood Ave.. Suite 220
City: Ra._ leigh State: NC Zip: 27603-
Phone number: 9{� 367-8790 Email Address: mark6kegroupinc.com
W. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NC000066516
Owner Name: Town of Fu ua -Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ w5tq0 Downstream (Receiving) Sewer Size: 8 inch
S'ysrem Wide Collection System permjt N er(s) (if ayp1joWl): WQCS O— 3
Owner Name(s): Town of Fuguay-Varina
FORM: FTA 04-16 Page l 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 Z A
2. If the Applicant is a Developer of lots to be sold, has a Drveloaer's operational Aereement f=ORM; D1 been attached?
❑ Yes ❑No [EN -A
3. If the Applicant is a Home lPro jqX Owmgrs' Association, lias an Operational Agreement F{ ORM: HIS been attached?
❑ Yes ❑No MN -A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschooI / day care ❑ Medical ,' dental .'veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
El Businesses /offices /factories El Swimming Pool/Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial _% Commercial
% Industrial (Sec 15A NCAC 02T 03L20
`--GIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114 ? ❑ Yes ® No
➢ If yes, provide a co ,v of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01144 } Daily Design Flow 0
No. of Units
Flow
Residential Multi -Family - 1 & 2 Bedroom 240 gal/day
168
40,320 GPD
Clubhouse 10 gal/user
120
1,200 GPD
`
✓
gall
GPD
gal/
GPD
gal/
GAD
gal/
GPD
Total
41,520 GAD
a See 15A NCAC 02T .011 d). ie)f I) and (e){?) 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. 42A4).
b Per 15A NCAC 02T .01 I4(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.
8. Wastewater generated by project: 41.520 GPD (per 15A NCAC 02T _0111)
D Do not include future flows or previously permitted allocations L/
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII.
VIll.
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
774
DIP
8
2,259
SDR 35 PVC
8
367
C900 PVC
➢ Section I1 & 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 requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations; Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
L Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: — millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A XCAC 02T A305ih)# I }:
❑ Standby power source or pump with 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 I5,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in J15A NCAC 02T .0305 I & ® Yes [:]No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be nrovided for sewers stems
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer 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-I waters of Class I or
Class lI impounded reservoirs used as a source of drinking water
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 see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment ar cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth gmde vertical
36 inches
➢ 15A CAC 02T.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications web e
D If noncompliance with 02T.0305ififi or [g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ NIA
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N A
➢ This would include Trout Buffered Streams per NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes [:]No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting 13ranch
5. Does project comply with 15A NCAC 02T,0105(pJL6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02TA I OStc, directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
® Yes ❑ No ❑ NrA
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with i 5 NC_AC 02T, the M_iaimum D0ien.Crit ha for she Psitting of Pump Stations
and Force Mains [latest version] and the CLmvity Sewer Minimum Design Criteria .Latest versiatil as applicable?
® Yes ❑ No
If No, complete and submit the VariancefAltemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reguest is required prior to submittal of the Fast Track Avolication and supportine documents.
2. Professional Engineer's
G� attest that this application for
(Professio 1 Engineer's name from Application Item Ill. 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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (Iatest 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 mi or, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I5A NCAC 02T .0106(b):
I, dal 7nsye,r�
(Si
's name &
from Application Item I.3.)
ESo��'s.
F S • 14 �2
SEAL
18894— =1
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 43-?_15,.fi$. 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.
Date: 1 M , 12
FORM: FTA 04-16 Page 5 of 5

.d
VICINITY MAP
ill =1000'

POWELL SQUARE APARTMENTS
FUQua y vaRINa, me
qVieptof i='n�irnnn��•�I'l6r;liitVERLAY EXHIBIT
CE GROUP SS �J
301 GLENWOOD AVE. 5TE 220 J U 14 L J 2019
RALEIGH,= 27603
PHONE 9 M367-9790
www ceymupfna.com
Raleigh Regional O ffIe uQuar-VARINA, NC 1993
1000, 0 1000,
SCALE:1" =1000'

P-
OF WA State of North Carolina
O� QG Department of Environment and Natural Resources
co r Division of Water Quality
❑ -c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua-Varina
Project Name for which flow is being requested: Powell Square Apartments
More than one FTSE may be required far a single project if the owner of the fVIVTP 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 M NCO066516
All flows are in MGD
c. WWTP facility's permitted flow
3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.635
e. WWTP facility's actual avg. flow
1.353
f. Total flow for this specific request
0.042
g. Total actual and obligated flows to the facility
2.030
h. Percent of permitted flow used
67.7%
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 Average Daily Approx.
Not Yet Total Current
Station Firm Flow** Current Avg.
Tributary Flow Plus
(Name or Capacity,* (Firm i pf), Daily Flow,
Daily Flow, Obligated Available
Number) MGD MGD MGD
MGD Flow Capacity***
NW
n.._: --- .. 1.274 0.510 0.243
0.082 0.325 0.185
* 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.
Page 1 of 6
FTSE 06-13

Certification Statement:
I Jay T. Meyers, P.E., Public Utilities certify to the best of my knowledge that the addition of
Director _
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 indicates acceptance of this wastewater flow.
gi a q
igni g ff cial S1g Lure ate
Page 2 of 6
FTSE 46-13

l
0 PROJECT NARRATIVE
The proposed P well Square Apartments is located on a +/- 26.88 acre tract within the
within the Town imits of Fuquay-Varina. It is located at the intersections of NC Hwy.
55 and Old Pow 11 Road SR 1111. The proposed development will consist of the
construction of apartment units that will included 1 and 2 bedroom units along with
the development of a clubhouse with an outdoor swimming pool and amenity area for an
overall flow rate of 41,520 gpd. There is an existing 8-inch sanitary sewer outfall main
located in the adjacent Springhill Subdivision where existing Stobhill Lane intersects
with Old Powell Road (WQ 0023500). This will be the proposed connection location.
There will be the requirement for an 8" sanitary sewer High Priority aerial crossing over
an existing unnamed tributary and wetland area internal to site which has been identified
in perm t and plans provided showing location.
r
NC Dept Of Environmental Quality
.SUN Z b 20ig
Ralcigh Rcgiorial Office

TO: NCDENR — DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mall: oe cegrouDinc.com
Transmittal
DATE: 6124/ 19
PROJECT NO: 127-243
Powell Square Apartments
Pittsboro, NC
Quantity
Drawing No.
Description
2
1 copy/1 original
Fast Track Sewer System Extension ApplINtlafpt of Environmental Quality
1
Copy
Project Narrative
1
Check
$480 Application Fee —Check #10723
1
Copy
Flow Tracking 1 Acceptance Form Raleigh Regional Office,
1
Copy
USGS Overall Area Map
1
Copy
Vicinity Location Map
1
Copy
Sht 15 Overall Utility Map — High Priority Aerial Sewer Crossing Location
1
Copy
Sht 21 Plan and Profile — High Priority Aerial Sewer Crossing
REMARKS Please let us know if you require any additional information.

U/ ko vv o j � � co
Cashion, Ted
From: Joe Faulkner <[e-mail]>
Sent: Wednesday, August 07, 2019 8:20 AM ! c1 f
To: Cashion, Ted; Mark Ashness; Jay T. Meyers, PE
Cc: Robinson, Jason
Subject: RE: [External] RE: Powell Square Apartments fast track sewer extension application
Attachments: PROJECT NARRATIVE-rev.pdf; 127-243 Powell Square Sewer Permit Exhibit.pdf
kternal email. Do not clickInks ar open attachments unless -you verify. Send'allisuspicious email as arr u men
m nc. v
Ted,
Yes, that is correct. See the updated narrative attached and Preliminary Exhibit Map for reference. All of the sewer
mains are being permitted, but the flow is only for the 111 Phase which will consist of 168 units and the clubhouse with
pool. The Town has limitations on the amount of allocation at one time is the reason. We apologize for the lack of
clarity originally provided.
Thanks for your help with this matter.
Joe Faulkner, RLA
LEER AP
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
r ,il
I) US Green Building Council Member
�A G
/I
M
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, August 7, 2019 7:36 AM
To: Mark Ashness <[e-mail]>; Jay T. Meyers, PE <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Joe Faulkner <[e-mail]>
Subject: RE: [External] RE: Powell Square Apartments fast track sewer extension application
Ok thanks all. Just to be clear; we'll issue this permit for 168 units and 41,520 gpd, correct?
Ted Cashion
Water Quality Regional Operations
Division of Water Resources

Cashion, Ted
From:
Mark Ashness <mark@CEGROUPINC,COM>
Sent:
Tuesday, August 06, 201912:06 PM
To:
Jay T- Meyers, PE; Cashion, Ted
Cc:
Robinson, Jason, Joe Faulkner
Subject:
[External] RE: Powell Square Apartments fast track sewer extension application
'q.LTR'4I!f-'EXirkrn emai4. bo notdick-tinks or open ai}taohments unless you verafy; Send all suspicious mall as an attadmenttd'
ke0art,scampnc:stax
All: We are going to change our narrative to match what Jay has indicated. We will also include an exhibit map to make
everything clearer.
Our plan will be to modify the permit once the town grants the remaining allocation for the project.
Thx
Mark Ashness
P.E, LEED AP
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Jay T. Meyers, PE <[e-mail]>
Sent: Tuesday, August 6, 2019 11:45 AM
To: Cashion, Ted <[e-mail]>; Mark Ashness <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Re: Powell Square Apartments fast track sewer extension application
Ted, The Town allocated utilities for the first phase of the apartment complex. A permit modification or a new
permit application will be submitted with phase 2.
J

Jay T. Meyers, PE I Public Utilities Director
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
'me ers fu ua-varina.or
919-567-3911
www.fuguay-varina.org
From: Cashion, Ted <ted.cashion ncdenr. ov>
Sent: Tuesday, August 6, 2019 10:54 AM
To: mark(a?ceeroupinc.com <mark ceeroupinc.com>; Jay T. Meyers, PE <jmeyers{c�fuouay-varina.ore>
Cc: Robinson, Jason <jason.t.robinsonftcdenr.gov>
Subject: Powell Square Apartments fast track sewer extension application
CAUTION: This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Mark and Jay,
We are beginning our review of the subject application. Item VI. 7 of the application shows 168 apartments
and the corresponding flow associated with these units. However, the narrative states there will be 384
apartment units in this project. Please confirm the correct number of units and flow for this project.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@ncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
E Q�5
r.. •.a �'
ay..ear:� ar rn.eo�.w,ta1 a.,urr�

Cashion, Ted
�06
From:
Cashion, Ted
Sent:
Tuesday, August 06, 2019 10:54 AM
To:
[e-mail]; Jay Meyers [e-mail])
Cc:
Robinson, Jason
Subject:
Powell Square Apartments fast track sewer extension application
Mark and Jay,
We are beginning our review of the subject application. Item VI.7 of the application shows 168 apartments and the
corresponding flow associated with these units. However, the narrative states there will be 384 apartment units in this
project. Please confirm the correct number of units and flow for this project.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
"'D
E
Drpar_ant cf ln�ron:tier.:al qul:�
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