WQ0041798_Application (FTSE)_20200706

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �(7 . (w be, complete! by DWR)
All items must be comnleted or the application will be returned
11. APPLICANT INFORMATION:
1. Applicant's name: Durham County (company, municipality, I IOA. utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
3. Signature authority's name: Stephanie Brixey per I3A-N AC_02T .01061b1
Title: Deputy+ Director/POTW Director
4. Applicant's mailing address: 5926 NC Highway 55 East
City: Durham State: NC Zip: 27713-
5. Applicant's contact information:
Phone number: [phone] Ismail Address: sbrixcy_ddconc.gov
I1. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
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I . Project name: Davis Park Gast Pod F - Public
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2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
I f a modification, provide the existing permit number: WQ00 and issued date:
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I f new construction but part ol'a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham
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4. Approximate Coordinates (Decimal Degrees): Latitude: 35.877- Longitude:-78.836'
NC Dept of Environmental Quality
5. Parcel ID (il'applicuble): 224216
(or Parcel ID to closest downstream scner)
JUL - F 2020
III. CONSULTANT INFORMATION:
Tz— dAuk
I. Professional Engineer: Z. Nathan Bales License Number: 044862
Raleigil Regional Orrice
Firm: The John R. McAdams Company
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip. 27713
Phone number: [phone] Ismail Address: bales-'dincadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle Wastewater Treatment Plant Permit Number: NCO026051
Owner Name: Durham Countv
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0038871 Downstream (Receiving) Sewer Size: 8 inch
S%-stem %fide Collection S%stem Permit Number(s)(ifapplicablel: WQCS00038
Owner Name(s): Durham County
1-ORM: 1='fA04-I6 Page 1 01`5

VT. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Ycs ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Opci.nional Agreement (FORNI_ DLV) been attached?
❑ Yes ❑No ®NIA
3. If the ApplicanLisa IIome Promm% O%Nners'..AssuciiLtitin, Itas an Olierational Aurecrostjg 'ORM: 1IUA� been attached?
❑ Yes []No ®N. A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ® Car Wash
® Residential Leascd ❑ Retail with food preparation/service ❑ I lotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental 1 veterinary facilities ® Swimming Pool ;'Clubhouse
❑ food and drink I'acilitics ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / oflices / factories ❑ Nursing I lome ❑ Other (Fxplain in Attachment)
5. Naturc ofwastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See l;A NCAC 02 1'.(11t)3120))
,Is there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. 1 las a flow reduction been approved under I iA NCAC 0271- .01 14(f)? ❑ Yes ® No
�- If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.111 14(fll
Daily Design Flow'•t'
No. or Units
Flow
Apartments -IBR(64DU's);
21311 (45 DU's)
240ga1;'BR
109
26,160GPD
Apartments - 3BR (6 DU's)
360 gaUBR
6
2.160 GPD
Clubhousc/Fitncss
50 gal 100 sg11
7,560 sf
3,780 GPD
Pool
I person/ 15sf& 10galiperson
1,750sf
1,170GPD
Carwash
1.200 gal/bay
I bay
1.200 GPD
gale
GPD
Total
34,470 GPD
a See I SA NCAC 02T .01 14h . d , e I and e 2 for caveats to wastewater design now 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in t irS. 42 k-4)•
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [ in table .0A N- SAC 02 I..lt1 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 34,470 GPD (per l iA NCAC OIL ? 1" _01. 14)
> Do not include future flows or previously permitted allocations
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
❑ blow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (L'xplain):
FORM: F'fA 04-16 Page 2 of 5

VII. GRAVITV SEINER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
718
PVC
8
296
DIP
D Section II & Ili ofthe MDC far Permitting of Gravity Sewers contains information related to design criteria
D 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T .03115 & �IDC (Pump StationslForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design now ofthe pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ feet total dynamic head (TDI I)
5. Summarize the force main to be permitted (far this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A Nt' iC 02 f .0;( 3Ni I is
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02'r .0305(hx I)(B)-.
D Required f'or all pump stations with an average daily now greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or ifthe pump station has an average daily now 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 (draii agreement)
and is compatible with the station.
D If die 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.
DORM; r,rA 04-16 Page 3 of5

IX. SETBACKS& SEPARATIONS —(026.0200 & 15A NCAC 02T.0305(I)):
1. Does the project comply with all separations found in ,jjA.NC'ACQT _010$(11$ 1t1 ® Yes ❑ No
15A NCAC 02'f.0305(f) contains minimum separations that shall be nrovided f'or sewer systems:
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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, 1 iQW, or SB from normal
high water or tide elevation and wetlands see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground hater lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 f eel or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth radc vertical
36 inches
15A NCAC 02T-010,iltz contains alternatives where separations in 02T.03050) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surd • • Water 0-ds%ilications aeh aT,c
"r If noncompliance with 021`11305(f) or (c). sec Section X of [his application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ N.'A
D See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas, etTected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ MA
This would include Trout Buffered Streams per I iA NCAC 213.0 )02
4. Does the project require coverage. authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certilicatione?
> Information can be obtained from the 401 & fiutler Permitting Branch
5. Does project comply with 15A NCAC 02 f.0105 c 6) (additional permits/certifications)'? ® Yes [:]No
Per 15A NCAC 02T.0105(c)(6), 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 I iA NC'AC02 r.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 ❑ NIA
> If ycs, 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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: rrA 04-16 Page 4 of'5

X. CERTIFICATIONS:
1. Does the submitted system comply with I �A N0NC 02-1, the Nfinigipm Design Criteria fir the Perntittin.- ill Pump. Station~
and I orce IMains; latest %erskwo and the (innity tie%er Minimum) sio Criteria i latest %crsiont as applicable?
® Yes ❑ No
II'No, complete and submit the Variance Alternative Design Request application (VADC 10-14) and supporting documents Im
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Lngineer's Certification:
I, Z. Nathan Bales attest that this application for
(Professional Engineer's name from Application Item II1.1_)
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 (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design_
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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 S10,000, as well as civil penalties up to $23,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: •.to%-��k cARo��''%�
i.� SEAL {'
NAN
,,,,,,,,,,,. 04/24/2020
3. Applicant's Certification per 15A NCAC 02'T .0106(b):
1 N attest that this application for
(Signature Authority's hadc & title rrorn 4plication Item 1.3.)
has been reviewed by me and is accurate and complete to the best ofmy 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 ofwastewater 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 .%ith General Statutes 141-215.6A and 143-213.611, 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:
FORM; FTA 04-16 Page 5 of 5

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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Durham County
Project Name for which flow is being requested: Davis Park East Pod E - Public
More than one FTSE may be required far a single project if the owner of the IVIVTP is not responsible for all pump
stations along the route of the proposed wasteipaterfloie.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0026051
All flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 1.736
e. WWTP facility's actual avg. flow 4.543
f. Total flow for this specific request 0.03504
g. Total actual and obligated flows to the facility 6.314
h. Percent of permitted flow used 52.6
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 Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
NIA
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the Iargest 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 2.42(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): Durham County Sewer
Downstream Permit Number: WQCS00038
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I n W)'tQ �3jc-, �G! certify to the best of my knowledge that the addition of
the volume o wastewater to be p� n�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 I1 plus all attached planning assessment addendums for which 1
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 Okla! Signature 6 . Date
Title of Signing Wcial
Page 2 of 6
FTS F 10-18

i
IJI t
J MCA DA M
Date: June 30.2020
To: NCDEQ
Water Quality Section
3800 Barret Drive
Raleigh, North Carolina 27609
LETTER OF TRANSMITTAL
FEDERAL EXPRESS
Re: Davis Park East
Fast Track Applications
Job #: LPP-17000
QUANTITY
UNIT
DESCRIPTION
1
Copy
NCDEQ Fast Track App — Private
1
Copy
NCDEQ Fast Track App - Public
Transmitted as checked below:
® For approval ❑ For review + comment
❑ For your use ❑ Other
❑ As requested El Other
Remarks: Please note— the check will be submitted separately. Thank you.
Copy to: Signature: .
Sean Gleason, PE / and
Senior Project Manager, Commercial
NC Dept of Environmental Quality
JUL -1 2020
Raleigh Regional Office
creating experiences through experience 2905 Meridian Parkway, Durham, INC 27713 / 919, 361. 5000

Dixon, Micka
From: Robinson, Jason <[e-mail]>
Sent: Monday, June 29, 2020 4:A9 PM
To: Gleason, Sean
Cc: Starnowski, Sarah; Dixon, Micka; Bales, Nathan
Subject: RE: WDP-19010 • Davis Park East
Sean,
Unfortunately, we're not set-up to receive credit card or other forms of payments for sewer extension apps.
We have been allowing checks to be sent -in separate from applications during the "shut -down", but there have been
some issues with our admin staff not knowing what projects to assign the checks to, which has led to checks being
"misplaced" for a while. With that said, we will allow it. Please make sure to include a letter with the check explaining
exactly what it's for, the project name, applicant, engineer, etc. Also, the project name should be written on the check.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permittin Updates"
NC Dept of Environmental Quality
jUL -1 2020
Raleigh Regional Office
E-mail correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Gleason, Sean [mailto:[e-mail]]
Sent: Monday, June 29, 2020 4:40 PM
To: Robinson, Jason <[e-mail]>
Cc: Starnowski, Sarah <[e-mail]>; Dixon, Micka <[e-mail]>; Bales, Nathan
<[e-mail]>
Subject: [External] WDP-19010 - Davis Park East
' External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to

Jason,
I called the desk and was sent to your attention. We're trying to send NCREQ sanitary sewer fast track applications with
the $480 fee tomorrow. However, printing and signing hard copy checks is a challenge with COVID to do quickly. Can
we pay by credit card? Or other over the phone option? If not, can we get the applications sent tomorrow and follow
later next week with payment while not slowing down the process?
Please let us know your thoughts.
Thanks,
Sean Gleason I Sr. Project Manager, Commercial
McAdams
2905 Meridian Parkway, Durham, NC 27713
office 919. 361. 5000 x154 I direct 919. 287.0826 I mobile [phone] I [e-mail]
www.mcadamsco.com [mcadamsco.coml I linkedin [linkedin.com] I twitter twitter.com I insta ram insta ram.com] IL
our team [mcadamsco.com
11•1 . e4perlencas t`

EJ WADAMS
April 24, 2020
NCDEQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: Davis Park East Pod E
Fast Track Application for Gravity Sewer - Cover Letter
LPP-17000
FAST TRACK APPLICATION > LPP-17000
]VC
'Dept o fEnV.
`roh�ental
jut _ Qu,,�,
Bale! � 2020
gh Regiopal
Of�C@
We are proposing a gravity sewer system as part of the Davis Park East development which will serve 403 apartment
units with an associated fitness center, clubhouse, pool, and carwash. Portions of the sewer system will be private
while the majority will be under public ownership. Separate applications are provided for each system, and the division
of flow and pipe quantities for each portion are described below.
Private System
278 Apartments (1BR & 2 BR) _
(240 gal/DU)
10 Apartments (3BR) _
(360 gal/DU)
Estimated Total Flow
Public System
109 Apartments (1811 & 2 BR) _
(240 gal/DU)
6 Apartments (3BR) _
(360 gal/DU)
Clubhouse/Fitness (7,560 sf) _
(50 gai/100 sf)
Pool (1,750 sf) _
(1 user/15 sf & 10 gal/user)
Carwash (1 bay) _
(1,200 gal/bay)
Estimated Total Flow -
66,720 GPD
3,600 GPD
70,320 GPD
26,160 GPD
2,160 GPD
3,780 GPD
1,170 GPD
1,200 GPD
34,470 GPD
Cr eating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

9 MCADAMS
FAST TRACK APPLICATION > LPP-17000
Thank you for taking the time to review our applications. A list of the items included in the application package is
provided on the Letter of Transmittal. If you have any questions please feel free to contact me at 919-361-5000 and
[e-mail].
Sincerely,
MCADAMS
2.�
Nathan Bales, PE
Technical Manager, Commercial
r. Patt-ng experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvislon of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a proicssional engineer and the applicant that the project meets the requirements of I fA NCAC 021 and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, I5,1k
NCAC 02T, I5.% NCAC 02T .0300, Division policies and $Ood enaineerina practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A N-CAC {I'_ 1- .1015 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 1 SA NCAC 021'.0301
Projects not eligible for review via the fast track process (must be submitted 11or full technical rN avl)ept of Environmental Quality
> Projects that require an environmental assessment in accordance with 15A NCAC IC .0100:
> Projects that do not meet any part of the minimum design criteria (MDC) document; JUL _ 12020
> Projects that involve a variance from the requirements of 15A NCAC 2T;
> Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simples grinder pumps;
> STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); Raleigh Regional office
> Vacuum sewer systems.
General .-When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
> Be specific as to the system type, number of homes served, flow allocation required, etc.
> If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of S480.00 dated within 90 days of application submittal.
> Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
> if necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Sect'ctary ol'State.
❑ If the Applicant Type in Item 12 is a partnership or d/bra, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item H.I shall be consistent with the project name on the (low acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, scaled and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .01061b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INS I'RucnONS I'OR 1:ORM- rrA 04-16 & SUPPORTING DOCUMENTA LION Page I ol'3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
> Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
> The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
> Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a
> Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
> Location of the project (gravity sewer_ pump stations & force main)
> Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit,
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e_, permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per I3A NCAC 02T .0305(h)(I), submit documentation of power reliability for pumping stations.
> This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station_ The Division will accept a letter signed by the applicant (sec 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per .15A_NCAC 02T .01 15(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ HomelPro a Owners' Associations
❑ Per 1I5A NCAC 02T ,01 151c1, submit the properly executed O erational Agreement FORM: HOA .
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (FORM: DEV).
For more it forrnalion, visit the Division's colleclion,yslems ii-ebs'ite
INSfRUcr[ONS FOR FORM: I, rA 04-16 & SUPPOW[ING DOCUMENTATION Page of-3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28770
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, $laden, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville Regional Office
Water QualiDL Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
(919) 7914200
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Re Tonal Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gales, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: rrA 04-16 & SUPPORTING DOCUMENTA'rm Page ol'3

U MCADAMS FAST TRACK APPLICATION > LPP-17000
April 24, 2020
C>
NCDEQ d�
Raleigh Regional Office 001!
3800 Barrett Drive �OGf,
Raleigh, NC 27609 l . L(°�
Re: Davis Park East Pod E�, �Q? PG
Fast Track Application for Gravity Sewer — Cover Letter ell �
LPP-17000
1""CI
We are proposing a gravity sewer system as part of the Davis Park East development which will serve 403 apartment
units with an associated fitness center, clubhouse, pool, and carwash. Portions of the sewer system will be private
while the majoritywill be under public ownership. Separate applications are provided for each system, and the division
of flow and pipe quantities for each portion are described below.
Private Svstem
278 Apartments (1BR & 2 BR) = 66,720 GPD
(240 gal/DU)
10 Apartments (3BR) = 3,600 GPD
(360 gal/DU)
Estimated Total Flow = 70,320 GPD
Public Svstem
109 Apartments (1BR & 2 BR) =
26,160 GPD
(240 gal/DU)
6 Apartments (3BR) =
2,160 GPD
(360 gal/DU)
Clubhouse/Fitness (7,560 sf)
3,780 GPD
(50 gal/100 sf)
Pool (1,750 sf) =
1,170 GPD
(1 user/15 sf & 10 gal/user)
Carwash (1 bay) =
1,200 GPD
(1,200 gal/bay)
Estimated Total Flow =
34,470 GPD
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919.361.5000

'J MCADAMS
FAST TRACK APPLICATION > LPP-17000
Thank you for taking the time to review our applications. A list of the items included in the application package is
provided on the Letter of Transmittal. If you have any questions please feel free to contact me at 919-361-5000 and
[e-mail].
Sincerely,
MC97S
I Nathan Bales, PE
Technical Manager, Commercial
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919.361.5000