WQ0042144_Application (FTSE)_20210121

r W. R
Division of Water ResottlrCes
State of North Carolina
Department of Environmental Quality
vision Of Water
I'M NCAC 02T .0300— FAST TRACK SEI%'ER SI'STEDt EXTENSION APPLICATION
Sources
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involvin
certified by a professional engineer and the applicantathat (liepromeets fire requirements of 15.1 NCAC 02T a
pump,
tations and force mains, or any combination that has been
Minimum Design Criteria and that plans, specifications and supporting documents have been re trod in
nC ,�C 02T, IS:� NCAC 03T ,cl30fl, i]I► igloo t,,li, ii�s and ��and the Di+ ision's
�� oud ens=ineerinc, p p' accordance
tr:tctices,
While no en =
upfront p 3ineering design documents are required for submittal, in accordance With 15A NCAC 02
documents must be prepared prior to submittal of a fast tract: permit application to the Division. This +voted in
calculations, and rrcye�t specifications referenced in 15A NCAC 02T 0,0i T de plans, design
documents shall he available upon request by the Division. glade terns, design and the applicable minimum design criteria. These
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15:A NCAC Projects not eligible for revie►v via the fast track process ( must be submitted for full technical revie►v):
Projects that require an environmental assessment in accordance with !SA NCAC 1C .0100,
Projects that do not meet any part of the minimum design criteria (NIDC) document;
Projects that involve a variance from the requirements of 15A NCAC 2T,
Pressure sewer systems STEP or simplex grindeUtilizing Septic r pumps connecting k to pre nt pumps
s (STEPS) o= simplex grinder pumps;
Vacuum sewer systr ills, } ( force mains);
General — Wltett s,:btnitting an application, please use the folio►vinti*
are submitted. Adherence to these instructions and checking=
instructions as a checklist in order to ensure all required items
reduce the amount of requested additiotrtl inrormation. F;tilurc to submit all required items Will necessitate the provided boxes ►vile help produce a quicker revee+► time and
processing and revie*► time, and may result in return of the application. Unless Otherwise noted, the Applicant
one origina! and one co srtate additional
py of application and supporting documentation, pp shall submit
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 ►sell as a brief description of the requested Permitting
Be specific as to the system type, number of homes served, fiou allocation required, etc.
If necessary for clarity, include attachments to the application form. p action.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in tote amount ofS480,00 dated ►vithin 90 days ol'application submittal.
Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
10 Submit the completed and appropriately executed application.
f necessary for clarity or due to space restrictions, attachments to tite application may he made.
❑ if the Applicant Type in Item l.2 is a corporation or company, provide documentation it is re<�istered fo
the North Carolina Secretor. ot,Statc.
� r business with If the Applicant Type in stem 1.2 is a partnership or d bla, enclose a co of the certificate filed With the Re
Deeds in the county of business. p)
® The Project Name in Item If.I shall be consistent With the project name on the flo►► acceptance letters a„ Register of
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and
Carolina licensed Proli's5ic�nae f ngi,reements, etc.
tnecr. dated by a Ns)rtlt
® The Applicant's Certification on Page 5 of the application shall be signed
Per 15A NCAC 02T .0106(c), an alternate person may, be designated as tite signing ►+ith 1 SA NCAC 0? .
provided from a person Who meets the criteria in 15A NCAC 02T .0106(b), i 0 f 06 h .
going official if a delegation letter is
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 0.1-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Multiple forms maybe required %vhere 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. 14.1-
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 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface «aters.
Location of the project (gravity sever, pump stations S force main)
Downstream connection points and permit number (if kno%%n) for the receiving sewer® include a street level map (aerial) shou-ing 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 fist 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. Po"er Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
This alternative is only available for average daily fiO%%s less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is ou ned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 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 file portable po«cr 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
"ineframes, shall be provided In the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 021 .01 I S a 1 provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Conunission demonstrating the Applicant is authorized to hold the utility the sewer extension, or franchise for the area to be served by
❑ Provide a fetter from the North Carolina Utilities Cornm-,5inn's application for a franchise has been received and that tite sere ice area is 1later and Sewer Division I'uhlic Staff stating an
contid�uaus to an existinz franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and De%elopers for lots to be sold):
® Iiome.Pro ertv Oti�ners' Associations
® Per I5A NCAC 011.01 15 c , submit tite properly executed O erati,�rs;al A�*regiment (FORM; IlOrll.
❑ Per 15A NCAC 02T .0 f 15(c), submit a copy of the Articles of incorporation. Declarations and fay -laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement FORNL' D1= V .
For Alol'e it fol-111(itio ll, Yl Sll the DlNlSlUil dv colleCll()ll s1,V1C'1l1.S t l'e lh'lfC'
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCU;titENTATION
Page 2 o f 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPIt1ATE 1tEGIONAL OfFICIF:
REGIONAL OFFICE
Asheville ReoionalIce
Water Quali Section
Fa etteville Re ionat Otfll
Water Qualit Se.
Mooresville Re ional Office
Water quality Section
Rall lei pil h Re 10na1 Office
Water )l Section
Washington Re4e tonal Office
Walcr Quati Section
1Nilminaton R� ,onai Office
Water Quali Section
Winston-Salem Re tonal Office
Water Quality Section
ADDRESS
COUNTIES SERVED
2090 US Highway 70
Swannanoa, Nor' Larolina 28778
'418)
Avery, Buncombe. Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson,
296-45Q0
(Qeu) 299-7043 Fax
Jackson,
Macon, Madison, McDowell, Mitchell, Polk.
Rutherford, Swain, Transylvania, Yancey
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
Anson Bladen, Cumberland Harnett Hoke
[phone]
Montgomery, Moore. Rr,beson, Richmond,
[phone] Fax
Sampson, Scotland
670 E. Center Avenue
610 E, vent North Carolina 28115
Alexander. Cabarrus. Catawba, Cleveland,
[phone]
Gaston, Iredell, Lincoln. Mecklenburg, Rowan.
Staniy, Ul
[phone] Fax
1628 Mail Service Ge�te,
Raleigh 1`lalth Geri;, ;a Z7699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Chalham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash
Northampton, Orange, Person, Vance, Wake,
Warren. bVlson
Beaufort, Bertie, Camden, Chowan, Craven,
Cl Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico Pasquotark,
Perquimanr, Pill, Tyrrzll, Washington Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR FORNI: FTA 04-16 & SUPPORTING DOCUMENTATION
Page 3 of 3

DWR State of North Carolina
Department of Environmental Quality,
Division of Water Resources
Division of Water Resources 1�`1NC`1CO2T.0300—FASTTRACKSEWER SYSTVIEXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Z (ro be cr,mploted [„ [nt'rt)
All items must Ire cnm �Ietcd or the a i lieatipn 10f be returned
I. APPLICANT INFORMATION:
I. Applicant's name: N(- RTP L I.LC (compan}, IlMiiicipalit}. 1-10:1, utility, etc.)
3. Applica.it [}pe: ❑ Individual
® Corporation ❑ General Partnership ❑Privately -Owned Public Utility
❑ Federal ❑ State/County
❑ Municipal ❑ Other
3. Signature authority's name: Abraham Ng'httani per ! 5A NCAC 0?,! .010(r I}
Title: CEO
4. Applicant's mailing address: 400 West Nlain St
City: Durham State: NC Zip: 27701-
5. Applicant's contact infannation-
Phone number: (�1;►)�'f7-rj^?�; Lmail :1cld�c:ss: abraharf�,rabran__ o,
If. PROJECT INI-ORMATIOFFN:
1. Project name: NOVA 121E IPrivate
?. A ppi icat ion 'Project slates:
® Proposed(Ne%� permit) ❑ Bisting PermiVP:tjtct
If a modification, provide the existing permit number: WQ00 and issued dart:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.9� 38570 Longitude:-78.8�55
5. Parcel !D (if applicable): I33811
(or Parcel ID 10 closest downstream se%%er)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Preston B. ,RRooster License Number: 35003
Firm: Coulter Jewell Thames. P.A.
I'lailing address: I I I West \lain Street
City: Durham State: NC Zip: 27701
Phone number: (919) G8?.03Ci8 Email Address:
RMIsjerol citna Con,
IV. WASTEWATER TREATMENT FACILITY 01-11'TF) INFORMATION:
I. Facility Name; Trian ale 14'astewater Treatment Plant
Owner Name: Durhan,County Permit Number: NC 0' p�CO!
V. RECEIVING DOWNSTREAM SE1VER INFORMATION (if different thnn W117F):
I. Permit Number(s): WQ
LIl]knoW11 Downstream (Receiving) Server Size: 8 inch
S1 SIC1
17 11'ide Collection StSIM Permit tiuntbrr s it a licahlcl: 1tQCS�pfl05
Owner Name(s): City of Durham
FORNI: FTA 04-16
Page I o f 5

GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience
❑ Yes ®No ❑N'A
and Necessity been attached?
_'. If tiic Applicant is a Developer of lots to be sold, has a Develo er•'s Operational A-recment
® Yes ❑No ❑N`A
i Olt\1: DF4 been attached?
3. If the Applicant is a I {ome/Pro crn' Owncrs' Association, has art O nerational Agreement
FOR\I: I lOA been attached?
4. Orrin of wastewater: (check all that apply): El Yes CINo JEWA
® Residential Owned ❑ Retail (stores, centers, malls)
Residential Leased
El Car Wash
❑® ❑ Retail with food preparation/service
❑School / preschool,' day care ❑ Medical / dental / veterinary facilities
Food and drink
El Hotel and/or Aloiels
facilities ❑ Church
® Businesses i offices / factories ❑ Nursing !-tome
❑ Swimming Pool ,'Clubliouse
El Swimming Pool.Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 °o Domestic/Commercial
°o Commercial
_ "o Industrial
�Is
there a Pretreatment Program in effect? ❑yes
G. Has a flow reduction been approved
❑ No
under 15A NCAC 02T A l I f ? yeS ®No
% if►cs rnvide a co v o1 fln►v reduction :r royal letter
7. Summarize wastewater generated by project:
Establishment Typc (see l)?T.U1 I-!
Daily Design II
Residentail 2 Bedroom
No. of Units Flow
Residentai! 3 Bedroom 240 gallper day
25 6,000 GPD
U[lice 5,000 s.f. 360 gal"per day
58 20,880 GPD
25 gaUcmployee
20 500 GAD
gal%
GPD
gall
GPD
eall
GPD
l ohrl 27.380 GPD
a See 15A tiCr1C 02T .UI 1 1 b , dr. ci 1 and e 2) for caveats to tivastettiater design flow rates {i.e., minimum fiow per
d►velling=: proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal ll'aterway to be used as vacation rentals as defined
in G.SG.S1`d},
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A N -AC 02T.0 1141 shall be
determined using available [law data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wasten'ater generated by project: 27. 30 GPD (per I5 1 \C.
11 lt'
02T . f-1)
% 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
❑ Flow has already been allocated in Permit Number;
❑ Rehabilitation or replacement of existing sewer with no ne►► flow expected
❑ Other (Explain):
FORM: FTA 01-1 G
Page 2 of5

VIL GRAVITY SEINER DESIGN CRITERIA orApplicable) - (12T .1)30S & jlll)C Grav ih 5cwcrs
I. Summarize gravity sever to be permitted:
Size (inches) Length (feet) l Material
1403 PVC•
130 DI
Section 11 $ III of tite NIDC 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 1+1DC
%'IIi. PUNIP STATiO,N DESIGN CRITERIA (If Applicable)-03� &�IUC I'um Slaiinnsll Dreg 11ain.5 :
COMPLETE FOR EACH PI-.1IP STATION INCLUDED IN -,,IS pROJECT
I. Pump station number or naine:
3. Approximate Coordinates (Decimal Degrees): Latitude:
3. Design [low of the pump station: millions gallons per day (firm capacitvr)te: -
4. Operational poiturs) ufthe pump(s): gallons per minute at _feet total dynamic head �TDI i}
5. Summarize the force main to be permitted ( for this Purar Station):
Size (inches) Length (feet) f Material
G. Power reliability in accordance widr
❑ Standby power source or pump with automatic activation and telemetr% - 15A NCAC 03T .0305(h)(I)(B): Required for all pump stations with an average daily flow greater than or equal to I5,000
Must be permanent to facilit} gallons per day
Or if tile pump station has an average daily flow less than 15,000 gallons per di}:
❑ Portable power source a it[, 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 file portable source is owned or contracted by the applicant draft 1-r
and is compatible with the station. { eentent)
if the portable po%%cr 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 pourer outage.
FORFNI: FTA 04-16
Page 3 of

IN. SETBACKS & SEPARATIONS —(028.0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in l5:1 NCAC Q, f .t1;05 fi _,
!' I SA aCAC 0?T.Q305(f) contains minimum separations that shall be orovifl d fn.
storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer includine in benched trenchks)
Water mains (horizontal)
Reclaimed %vtier lines (vertical -reclaim,
Reclaimed water lir
..1aimed over sewer)
**Any private or public water supply source, including any tivells, WS-1 waters of Class I or
Class I lit, mur,ded reservoirs used as a source of drinking water
**Water- classified WS (except WS-I or 1VS-V), B, SA, ORW, I IQ%V, or SB from normal
high water (or tide elevation) and wetlands (see item 1X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any buildin-a foundation
T
lent or cuts Of) feet or more vertical heieitt
interceptor drains
101
8 in
_' 1i
50
10
5
10
10
® Yes ❑ NO
ired
n s►vimmine Dols 5 feet
i rn;:l earth arade ( vertical) E36
feet
0?'!'.030� ches
whe
**JL"•.;nl Ice Sitic;ttiio s cs�nbei :ircnt Eiedtu3en., tile rDiv P ions tu(i;tS;�rfa�02 Surface �� ater Cia)30511) �si[icatit be lons wci, .:
If nancwnplian�e tiYith u= 1 Il , see Section \ of this application
'_. Does the project comply with separation requirements for wetlands? (50 feet ofseparation)
See the Division's draft separation equirements for situations %where separation cannot be tmect ties ❑ No
No variance is required if the alternative design criteria specified is utilized in design and construction ❑ N'A
As built documents should reference the location ofareas effected
3. Does the project comply with setbacks found in the river basin rules per ! Yes ❑ No N+A 5A N '.\C O"U .02O(r? ®
This would include Trout Buffered Streams per 15A NC,\C ?B.0?0?
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications? ❑ Yes ®No
Information can be obtained from the 401 &' Buffi r Permittinur Branch
5. Does project comply with l5:1 NCAC O'T.01051ct[C) (additional permits/certifications)?
Per 15.A� NC��C 03-f• 0105lc G , directly related environmental permits or certification applications e beiZ Yes ng No
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permi its(erosionos on and
sedimentation control plans, stonilwater management plans, etc.).
G. Does this project include any sever collection lilies that are deemed "high -priority?"
Per 15A NCAC 02T.040, "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 sever.
❑ Yes ® No 0 N/A
If Yes, include an attachment with details for each line, including type (aerial line, size, material, and location)•
High priority lines sh:tll be inspected by the permittce or its representative at least once every six-monllis and inspections
documented per 15A NCAC 02T.0403(n)(5) or the permitee's individual System -Wide Collection permit.
PORT I: f TA 04- I G
Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply +►ith I C 021 the \linintoin Design Criteria for the Peruiitlin�, '
and Force \tarns latest rersion and the Grm it% Se+,er \Iiriiriturtt taesien Criteria latest version
of 1 um Stations
as applicable,
Yes ❑ No
If No, complete and submit the Variance?Alternative Design Request application (VADC 10-]} and supporting
review.
A royal of the re ucst is re aired trig to submittal of the Fast Traci: A tlicntinn and su artino docume
documents for
2. Professional Engineer's Certification: nts,
1, Preston B. Royster, P.E.
(Professional i n�11hieer's name from ,� luation Item ![1. [,) attest that this application for
NOVA RTP (private) pP
has been rev by me and is accurate, complete and consistent will) the information supplied in the plans, s ccil-
engineering calculations, and all other supporting
of my „ raowledge the proposed design has been prepared in accordance with the applicable regulations Gr , tc�tron r
Pp g documentation to the best of my knowledge. I further attest that to the best
Minimum Design Criteria for Gravity Severs (latest version), and the �\Qininium Design Criteria for the Fast -Track Permitting
ofi'ump Stations and Force Nlains (latest version). Although other professionals may have developed certain onions 5e+ver
submittal package, inclusion of these materials under m sr
have judged it to be consistent +vith the proposed design. y gnature acid seal sic* P of this
,nines that l have revie++ed this material and
DOTE — In accordance with General Statutes 143-2 _ statement, representation, or certification in any -application nndk14 2115. be any Person who knowing
include a tine not ra exc�cd ;J q,OfiO as +� e11 a, civil penalties up to $_'S,000 per violation. 1y makes any false
guihy of a Class 2 misdemeanor, which may
North Carolina 1rofessiona1 Engineer's sc}tl
f
.,tt,c, and date:
•,_) r;�}!'.
���!`�
0.
Ilk
.r V VL�r
J:JV J
rn
Applicant's Certification per 15A NCAC 02T .0106(b):
1, ABRAHAM PAUL NG'HWANI, CEO
(Signature Authority's name S title from Application Item 1.3.) attest that this application for
NOVA RTP (private)
has been re le+red by me and is accurate and complete to the best of Illy knowledge. I understand that if all required
this application are not completed and that wall required supporting
application package is subject to being returned as incomplete, I understand that any discharge of waste+vater f ont ls parts of
PP J documentation and attachments are not included, this
discharge systcnt to surface ►+aters or Nte land ►will result in an immediate enforcement action that may include civil
injunctive relief, and'or criminal prosecution, ! ++ill make no claim a�� non
-
ofthis permit be violated. I also understand that if all required pans oftitis application Package Penalties,
ainst the Division of 11'ater Resources should a condition
al! required supporting information and attachments are not included, this application
incomplete. P� a are not completed and that if
Package will be returned to me as
NOTE — In accordance with General Statutes 14;-215 r;.l
statement, representation, or certification in any application package shall 13 guilt person
Class 3
—�� and 1431.115
,[; any person Who kno+vingly stakes any false
include a fine not to exceed $10,000 as ►cell as civil penalties up to S25.000 per violation.
y misdemeanor, +vhich may
i
i
Signature:
— — — — — .-..- Date: NOVEMBER 2ND, 2020
�s
FORrNI: FTA 04-16
Page 5 of

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-I8)
C OLN T1
Entity Requesting Allocation: -Q&� -of Durham _
Project Name for which flow is being requested: NOVA RTP (Public)
Afore than one FTSE may be required for a single project if the owner of the FVIV 'P is not responsible for all pttmp
stations along the route of the proposed wastewater flan:
I. 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 #: NCO026051
All flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 2.032
e. WWTP facility's actual avg. flow 3.503
f. Total flow for this specific request 0.0
g. Total actual and obligated flows to the facility 5.535
h. Percent of permitted flow used 46.1
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 / po, Avg. Daily Daily Flow, Obligated Available
Number) No. MOD MOD Flow, MOD MOD Flow Capacity***
N/A
* 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): Durham County Sewer _
Downstream Permit Number: WQCS00038
Page 1 of 6
FTSE l 0-18

IIi. Certification Statement:
t _ 6� i i certify to the best of my knowledge that the addition of
the volum6 of wastewater to bd 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 parry. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
I -
Signing Ofcial Signature
Title
Page 2 of 6
1"TSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Durham
Project Name for wluch flow is being requested: NOVA RTP
More titan 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 ofthe proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow All}lows are in MGD
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg, flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Il. 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 1 p fl,
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD MGD
MGD
MGD
Flow
Capacity***
NOCCITY OF DURHAM PUMP STATIONS INVOLVED, EXISTING DOWNSTREAM SEWER MAIN FROM
—POINT—OF _ 0 FE effifti ly MAI 15 Gi *V!Ti FEBW WIT$ —
SUFFICIENT CAPACITY TO SERVE PROPOSED EXTENSION.
* 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 pealdng
factor (pfl not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number,
Page 1 of 6

1II. Certification Statement:
I Robert N. Joyner, Jr., P.E. 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 indicates acceptance of this wastewater flow.
10 (zt j202o
Date
Page 2 of 6

STATE OF NORTH CAROLINA
COUNTY OF
Perm it No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 11th day of
Jan. 2021
by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
NOVA -RTP I, LLC , a corporation/generaI partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Durham County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as NOVA - RTP (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of fling of the
Declaration, NOVA - RTP HOA (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the Iands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
I. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 03-19 Page I oft

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the pen -nit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Linda Culpepper
Director, Division of Water Resources
(Date)
NOVA -RTP 1, LLC
Name of
B
(Signature)
FORM: DEV 03-19 Page 2 of 2

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Coulter Jewell Thames, PA
ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE
LETTER OF TRANSMITTAL
Date: 1121/
_ _ za21
To: JasonRobincoa
Attn: WaterQuallt Section
Ralei h Re Iona! Office protect: NOVA RTP
WE TRANSMIT TO YOU HEREWITH:
# Co ies Sheet No
�s
Remarks:
Request for a orivatp
Copies To:
Daniel A Jewell, ASLA RLA
Jeffrey P. Williams, PLS
Job # 1 gflq
Descfi ti n
Sewers stem extension a lication
1levelo ers O erationa! A eemenl
-2
From: Kevin Burke
Main Office: 111 West Main Street Durham NC 27701
Phone: [phone] Fax:
Email: `L andrew orter%icitn 919 688 5646
-gym

Robinson, Jason
From: [e-mail]
Sent: Thursday, January 21, 2021 1:59 PM
To: Robinson, Jason
Cc: 'Abraham Nghwani'; 'Jordan Rehlaender'; 'Preston Royster'; Cashion, Ted; 'Joyner,
Robert'; Deck, Erin M
Subject: [External] RE: RE: NOVA RTP Sewer Extension (WQ0042144)
Attachments: Transmittal -DWR sewer permit 2021-01-21.pdf; DEV-03-19.pdfi FTA 04-16 Private.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Re ort 5 am.
Attached are the revised forms requested. Let me know if you need anything else.
Kevin Burke
Project Manager
Coulter Jewell Thames, P.A.
ph 919-682-0368
c 919-219-2379
From: Robinson, Jason <[e-mail]>
Sent: Friday, January 15, 20215:42 PM
To: [e-mail]
Cc:'Abraham Nghwani' <[e-mail]>;'Jordan Rehlaender' <[e-mail]>;'Preston Royster'
<[e-mail]>; Cashion, Ted <[e-mail]>; Joyner, Robert <Robe rt.Joyner@ durham nc.gov>;
Deck, Erin M <[e-mail]>
Subject: RE: RE: NOVA RTP Sewer Extension (WQ0042144)
Hi Kevin,
Just a reminder that we're still awaiting a revised application that addresses the 5 items in my 1/8 email.
------------
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 Permitting Updates'*
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law 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: Robinson, Jason
Sent: Monday, January 11, 20219:40 AM
To: [e-mail]
Cc: 'Abraham Nghwani' <abrahamCa)abranova.com>; 'Jordan Rehlaender' <'ordan abranova.com>;'Preston Royster'
<[e-mail]>; Cashion, Ted <ted.cashion ncdenr. ov>; Joyner, Robert <[e-mail]>
Subject: RE: RE: NOVA RTP Sewer Extension (WQ0042144)
Kevin,
Apologies for getting Mr. Royster's email address wrong in my earlier email.
So should the application that we initially received be discarded and replaced with the one you just sent?
Items 2-5 in my original email still need to be addressed (see below).
------------
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 Permitting U dates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law 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: [e-mail] mailto:[e-mail]]
Sent: Monday, January 11, 20218:50 AM
To: Robinson, Jason <iason.t.robinson ncdenr. ov>
Cc:'Abraham Nghwani' <abra ham @a bra nova.com>;'Jordan Rehlaender' <iordan@abra nova.com>;'Preston Royster'
< ro ster cit a.com>; Cashion, Ted <[e-mail]>
Subject: (External] RE: NOVA RTP Sewer Extension (WQ0042144)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Rye art Spam.
Jason attached private sewer permit application the City of Durham should have sent. !et me know if you need any
additional information.

Kevin Burke
Project Manager
Coulter Jewell Thames, P.A.
ph 919-682-0368
c 919-219-2379
From: Jordan Rehlaender <'ordan abranova.com>
Sent: Friday, January 8, 20214:15 PM
To: Preston Royster <[e-mail]>
Cc: kburke citpa.com: Abraham Nghwani <abraham abranova.com>
Subject: Re: NOVA RTP Sewer Extension (WQ0042144)
I think Abraham should remain as signing authority and be the one to sign it - I guess I signed the previous one,
but he was listed as signing authority?
Abraham, can you go out to CJT Monday?
Sent from my iPhone
On Jan 8, 2021, at 4:11 PM, Preston Royster <proyster&-Jtna.com> wrote:
Jordan,
This is the first time I've seen this as it looks like my email address is incorrect below. We can make the
revisions to the application and provide the cover letter. Do you want to stop by Monday (late morning)
to sign the updated application?
If you have any questions or need anything else, just let me know. Thanks, and have a good weekend.
Preston Royster, PE
Coulter Jewell Thames, PA
111 West Main Street
Durham, NC 27701
Phone: [phone]
mobile: [phone]
fax: [phone]
From: Jordan Rehlaender <ior� [e-mail]>
Sent: Friday, January 8, 20214:05 PM
To: Preston Royster < rp [e-mail]>
Subject: Fwd: NOVA RTP Sewer Extension (WQ0042144)
Sent from my iPhone
Begin forwarded message:
From: Jordan Rehlaender <jordan _ abranova.com>
Date: January 8, 2021 at 3:44:55 PM EST

To: aroyster(@ctipa.com
Subject: Re: NOVA RTP Sewer Extension (W90042I44)
Is this something y'alI are handling or should I? Abraham just passed this thread
to me.
Sent from my Whone
On Jan 8, 2021, at 3:30 PM, Robinson, Jason
<[e-mail]> wrote:
In addition to the earlier comments, it also sounds like Item IV was
completed incorrectly (is should be the County's Triangle WWTP). This
should also be revised.
------------
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 Permitting Updates""
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Low 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: Robinson, Jason
Sent: Friday, January 8, 20213.23 PM
To: Jordan Rehlaender <'ordan abranova.com>
Cc: ro ster ct' a.com• Cashion, Ted <[e-mail]>
Subject: RE: [External] Fwd: NOVA RTP Sewer Extension (WQ0042144)
Thanks for the quick reply Jordan.
The application should be revised, re -signed and re -submitted.... it can
be re -submitted via email. It will need to be re -signed by both the
applicant and the engineer after the revision is made.
Since it sounds like the developer's agreement will not need revisions,
that does not need to be re-signed/resubmitted.

-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 Permitting Updates"
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law 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: Jordan Rehlaender mailto:iordanabranova.comi
Sent: Friday, January 8, 20213:19 PM
To: Robinson, Jason <iason.t.robinson ncdenr. ov>
Subject: [External] Fwd: NOVA RTP Sewer Extension (WQ0042144)
CAUTION: External email. Do not click links or open attachments unless you
verify. Send all suspicious email as an attachment to Report seam.
Hey Jason,
Abraham passed this on to me. If this is something I can just edit
and have him sign, can you pass those along? If it's coming to
CJT, I'll look for their response. FYI Abraham should remain
signing authority and I believe the applicant and developer should
be Abranova Real Estate, LLC.
Thanks,
Jordan
Begin forwarded message:
From: Abraham Nghwani
<[e-mail]>
Subject: FW: NOVA RTP Sewer Extension
(WQ0042144)
Date: January 8, 2021 at 3:08:52 PM EST

To: Jordan Rehlaender
<jordan abranova.com>
See below, I need your help fixing this as I'm in a long meeting
but it seems urgent - please reply to them with clarifications.
Abraham P. Ng'hwani I Founder & CEO
Mechanical Engineering & Materials Science I
Duke University
Abranova Real Estate I www.abranova.com
400 W Main St, Suite#614
Durham, NC 27701
CONFIDENTIALITY NOTICE:
This electronic mail transmission and any
accompanying documents contain information
belonging to the sender (Abranova Real Estate,
LLC) which may be confidential and/or legally
privileged. This information is intended only for the
use of the individual or entity to whom this
electronic mail transmission was sent as indicated
above. If you are not the intended recipient, any
disclosure, copying, distribution, or action taken in
reliance on the contents of the information
contained in this transmission is strictly
prohibited. If you have received this transmission in
error, please call collect at 919 597-0223. and
delete this transmission. Thank you.
Original message
From: "Robinson, Jason" <'ason.t.robinson ncdenr. ov>
Date: 118121 2:38 PM (GMT-05:00)
To: Proyster(Mctioa.com, Abraham Nghwani
<abraham(&abranova.com>
Cc: "Cashion, Ted" <ted.cashion ncdenr. ov>, "Deck, Erin W
<erin.deck8ncdenr.aov>, Stephanie Brixey
<utilitiesdco mail.com>, "Joyner, Robert"
<[e-mail]>, "Vinson, Scott"
<scott.vinson ncdenr. ov>
Subject: NOVA RTP Sewer Extension (W00042144)
Mr. Royster & Mr. Ng'hwani:
We are reviewing the referenced sewer extension
application and have the following
questions/comments:
I. A "Jordan Rehlaender" signed the application in
Section X.3. However, Section 1.3 shows a
"Abraham Ng'hwani" as the Signature
Authority. Section X.3 states that the signature
authority listed in Section 1.3 should sign the
application in Section X.3.

2. Section 1.1 states the applicant as "NOVA-RTP I,
LLC", but the developer's agreement states the
developer is "Abrallova Real Estate". These
should be the same.
3. Section V. was not completed.
4. It appears that a cover letter was not included
in the application, as required/described in
Instruction B of the application.
5. Please confirm there are no "high -priority lines"
(Section I,6).
------------
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 Permitting
Updates"
F-marl correspondence to and from this address may be
subject to the North Carolina Public Records Law 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.