WQ0042772_Application (FTSE)_20211001

Permit Number WQ0042772
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension.. Pump Stations. & Pressure Sewer Extensions
Primary Reviewer
tyler.benson
Coastal SWRuIe
Permitted Flow
Facil
Facility Name
Flats at Hanover Center Private Sewer
Location Address
Owner
Owner Name
New Market Hanover LP
Central Files: APS _ SWP
8/26/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Jeffrey Sprain
3284 Northside Pkwy NW
Dates/Events Atlanta GA 30327
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/19/2021

NOWUS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Tron Gate Drive, Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
Robbie P. Hennelly, E.I.
August 13, 2021
NC DEQ
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application (Public)
Flats at Hanover Center
3500 Park Avenue j=(CE6VE
New Hanover County
N&T Project No. 20018 , AUG y 2011
Dear Sir or Madam: gy.______,__
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
Thomas J. Scheetz, F.I.
1VL
Enclosed electronically is the application form, Sewer Narrative, sewer availability letter from the
Cape Fear Public Utility Authority, 8 �/2 x 11 color USGS Topographic Map, site plan (ledger size)
and a $480.00 check (to be mailed in) for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
d . 3t7 �6�- LA-'_
T. Jason lark, P.E.
TJC/asn
20018 08-13-21-s-public-swr-Itr
Enclosures
NCBELS License C-3641

NORUS 4 TUN$TALL
2602Iton C4ty Drive, Suite 102
Wkn ngton, NC 29412
(91o)343-9653
(910) 34"604 Fax
Johns, Tunstsity.H.
T. Jason Ouk, RE,
Rohbia P. Begneuy, E.I.
August 13.2021
NC DEQ
Division of Water Resources
Water Quality Regional,Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application (Private)
Flats at Hanover Center
3500 Perk Avenue
New Hanover County
N&T Projed No. 20018
Door Sir or Madam:
1429 Ash-Utde Rivet Roan
Ash; NC 29420
[phone]
(910) 287S902 Fax
J, Phillip.Nortis, P.E.
Joseph K Bh4 P.E.
Thomas J. Scheeix, Ed.
Enclosed electronically is the application form, Sewer Narrative, Flow Tracking f Acceptance
Form (FTSE 10-1$) with sewer availability letter from the Gape Fear Public Utility Autho(4, 8 %
x 11 color US65 Topographic Map, site plan (tWger size) and a $480.00 check (to be mailed
in) for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have, Thank you for your assistance on this project.
Sincerely,
NORRIS,& TUNSTALL
`CONSULTING ENGINEERS, P.C. "
T. Jason rk, P.E.
TJCfasn
20013 05.1321 alu vats-swr•Itr
Enclosures
NCBPr.S License C-3641

North Carolina Secretary of State Search Results
https://www.sosnc. gov/on line_services/search/Business_Registrati...
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
Limited Partnerships
Legal. Name
New Market - Hanover, L.P.
Information
Sosld: 1926318
Status: Current -Active O
Date Formed: 12/2/2019
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date:
Registered Agent: Vcorp Services, LLC
Addresses
Reg Office Reg Mailing
160 Mine Lake Court Ste 200 160 Mine Lake Court Ste 200
Raleigh, NC 27615 Raleigh, NC 27615
Mailing
3284 Northside Parkway, N.W., Suite 150
Atlanta, GA 30327
Principal Office
3284 Northside Parkway, N.W., Suite 150
Atlanta, GA 30327
loft
8/26/2021, 4:09 PM

SOSID: 1926318
Date Filed: 12/12/2019 12:57:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2019 346 00404
State of North Carolina
Department of the Secretary of State
APPLICATION FOR REGISTRATION
AS A FOREIGN LIMITED PARTNERSHIP
Pursuant to §59.902 of the General Statutes of North Carolina, the undersigned hereby submits this application
for Registration as a Foreign Limited Partnership for the purpose of obtaining a Certificate of Authority to
transact business in this State.
1. The name of the foreign limited partnership is: New Market — Hanover, L. P.
2. If the name of the foreign limited partnership Is unavailable for use in the State of North Carolina, the name the
limited partnership wishes to use is:
(The name must contain the words "Limited Partnership," or the abbreviation "L.P." or "LP," or the combination
"Ltd. Partnership".)
3, The Jurisdiction in which the limited partnership was formed is Delaware
and the date of formation was 12amo+9 The limited partnership's period of duration is
Perpetual
4. The street address of the principal office is:
Number and Street:3284 Northslde Parkway, N.W., Suite 150
City: Atlanta State: GA Zip Code: 30327 County: Fulton
The mailing address,ljdl,Q"erentfrom the street address, of the principal office:
Telephone: [phone]
Number and Street:
City: State: Zip Code: County:
5. Name of Registered Agent: Vcorp Services, LLC
6. Address of Registered Agent's Office:
Number and street: 160 Mine Lake Court, Suite 200
City: Raleigh State: NC Zip Code: 27615 County: Wake
The mailing address, If different from the street address, of the registered office:
Number and Street:
City: State: NC Zip Code: County:
NOTES:
Piling roc Is $Sd. TTB document must be filed with the Secrcmry of State
BUSIMS REGISTRATION DIVISION P.O.BOX 29622 RALEIGH, NC 27626-06222
(Revised August, 2017) Page I Form LP-04

7. In consideration of the issuance of a Certificate of Authority to transact business in North Carolina, the limited
partnership appoints the Secretary of State of North Carolina as the agent to receive service of process, notice or
demand, whenever the foreign limited partnership fails to appoint or maintain a registered agent in this State, or
whenever such registered agent cannot with reasonable diligence be found at the registered office.
8. (Optional): Please provide a business e-mail address:
The Socrelary of State's Office will e-mail the business automatically at the address provided at no charge when a
document is fried. The e-mail provided will not be viewable on the website. For more information on why this
service Is being offered, please see the instructions for thls document.
9. linter the name and address of each general partner: (attach additional sheets irnuacssury)
New Market Hanover GP, LLC
SU=t/No.3284 Northslde Parkway, N.W., Suite 150
,.,,,Atlanta
statercipGeorgia, 30327
10. Limited Partners (select I or 2, as appropriate)
❑ Attached Is a list of the names and addresses of all limited partners (include full name/street
address/city/state/zip code/county); or
❑X The location of the office where list of the names and addresses of the limited partners and their capital
contributions will be kept as long as the limited partnership transacts business in North Carolina is:
Number and Street: 3284 Norlhside Parkway, N.W., Sulte 150
City: Atlanta State: GA Zip Code:30327 Cuunty: Fulton
11. (Select one)
❑ The foreign limited partnership is a foreign limited liability limited partnership.
® The foreign limited partnership is not a foreign limited liability limited partnership.
12. This registration will be effective upon filing, unless a future dale and/or time is specified:
Title
NOTES:
PalnareebS50. Tfelr dacament mmt be mfed w0h the Secretory orStnte
, L.P.
Authorized Person of Now Marko[ Hanover GP, LLC
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 RALEIGH, NC 27626-06222
(Revised August, 2011) Page 2 Form LP-04

State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 -FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlston of Water Resources 11 11'' FTA 04.1E & SUPPORTING DOCUMENTATION
Application Number. W Q VU ((2 )�10 be wmpWcd by DWtt)
All items must be completed or the application WIlI be returned
1. APPLICANT INFORMATION:
L Applicant's name: New Market - Hanover. L.P (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ® General Patfienhi p 0Privately-0wned Public Utility
❑ Federal ❑ StateJCounty ❑ Municipal ❑ Other
3. Signature authority's name: Jeffrey Sprain per 15A NCAC 02T 0106IbJ
Title: Autboriaed Person
4. Applicant's mailing address: 32M No-ghside Parkway NW. Suite Ii0
City: Atlanta State: QA Zip: 30327-_
5. Applicant's contact information:
Phone number. aM 635-3,390
H. PROJECT INFORMATION:
Email Address: dh�rry(a_ .com
1. Project name: Flats at Hanover Center
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date: _
If new construction but part of a master plan, provide the existing permit number WQ00_
3. County where project is located: Now Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 342185° Longitude:-2L2M69
5. Parcel ID (if applicable): R95517-001-001.000 t RO551? 01-00 -000
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: T. Jason Clark. P.E. License Number. 030869 NC
Firm: Norris & Tunstall Consulting Engineers. P.C.
Mailing address: 2602-Iron Gaza Drive, Suite 102
City: Wilmington State: & Zip: za412-_
Phone number: (20 341-2W Email Address: klarkralnteneineers cons & gMnj @gtM1 nears com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
L Facility Name: James A Lm,ghlin (Northside W WTP) Permit Number: NCM3965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (If different than WWTF):
PermitNumber(s): WQ_
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Cape Fear Publk (Utility Authority
FORM: PTA 04-16 Page 1 of 5

VI.
GENRRAL. REQUIREMENTS
1. If the Applicant is a Privately -Owned Public utility, has a Certificate of Public Convenience and Necessity been attached?
C] Yes ONO INNIA
2. If the Applicant is a Developer of lots to be sold, has a D 212li ' s,Opararional A&Mment (EORM, DEV) been attached?
❑ Yea []No ON/A
3. If the Applicant is a 116m0rpneety Ofttra' Associkllnn fiat an pgmpstiial Agamnt 109M: H©A) been attached?
❑ Yes ❑No MNlA
4, Origin of wastewater: (check all that apply):
[j.RasidetitdalOwned Retail (storm centers, malls) ❑ Car Wash
® Residential Leased Rot a with food preparation/service ❑ Hotel and/or Motels
School f preschool / day care Medical I dental / veterinary facilities ❑ Swimming Pool /Clubhouse
Food and drink facilities Church ❑ Swimming Pool/Fii(or Backwash
Businasses I offices / factories Nursing Homo ❑ Other (Explain in Attachment)
5. Nature of wastewater : IR% DomtaticlCammercial _' *Commercial
% Industrial Qm lsA NCAC aft' .0t03f201)
"Is them a Pmtreatmeut Program in effect? ❑ Yes ❑ No
6. Hasa flow reclaotioa been approved tinder t5A Nf ,0 t14tfl7 C7 Yes ®No
F if ya, provide *.cony of (dtw reductlom anbroval tatter
7. Summarize wastewater generated by project:
Establishment Type (see 02 t �Rtdt
(Daily Design Flow.p
No. of Units
Flow
Pi/
GPD
gaU
GPD
fsev
GPD
gaU
GPD
gaU
GPD
gav
GPD
Total
0 GPD
a Soo l5A 8CAC 02T 0114tb1 fdl feNi) a' for for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown tan-reskfattial development uses; public access facilities located near high public use avow;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
b Per 1 SA 14CAC 02T .0114(c), design flow rates far establishments not identified (in table 15A NCAC 02T.01I4) shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 2 GPD (per RSA NCAC 0 T 9114)
9 Do not include future flows or previously permitted allocations
ff permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Plow has already been allocated in Permit Number:
21 Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): —
our.
FORM: FTA 04-16 Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -=A308c jt� ttravkv �ewersl:
1. Summarize gravity sewer to be permitted:
Size (Inches) tAngth(feet) Material
8" 213 PVC
N"Tiv0owg
(VrivaA
�RbY . D�•b3�-1
D Section Il d: ill of the MDC for Permitting of Gravity Sewers contains hifomtation related to design criteria
D Section Ili contains information telated to minimum step a ftlr gravity sewers)
➢ Overslzing lines to meet minimum slope requirement Is not allowed and a violation of the MIX
V1H. PUMP STATION DESIGN CRITERIA (if Applicable) —JZLJM &MW(pampSIEWIlfbtyewhisl:
COMPLETE FOR EACH PUMPSTATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. ApproximateCoordinates (Decimal Degrees): Latitude Longitude:
3, Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational points) of the pump(s): _ gallons Per mbwte at _ foal total dynamic head (TDR)
S. Summarize the force, main to be permitted (for this Pump Station):
Size (inches) Leogth(feet) Material
6. Power reliability in accordance with I5A NCAC Qno305"l):
❑ Standby power source or pump with automatic activation and telemetry • 15A NCAC 02T .0305(h)(i )(8)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
% Must be permanent to facility
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)(l)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I SA NCAC 02T .0305(hXlXQ:
D 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 dt SEPARATION$ (028.11M & ISA NCAC 62T ,0305(f)):
Does the project can ply all separatim found in 13A NCAC 02T .0305tf1'd, (a) ® Yes ❑ No
➢ 15A NCAC 02T.0305ffl contains minimum s eassradenc th u .twn hn �,rid.A v�
Setback eter• ( - -
Separation Requited
torn and other utilities not listed below vattic
24 inches
Wa . mains v 'cal -water over Sewer irwhidiox in beached trenches
IS itches
Water mains ttal
10 feet
Roclabod water lines `Vertical - reclaimed over sower
1$ iaches
Raataimed water lines - reclafined over sewer
2 feet
"Any private or public caster supply soom including any wells, WS-I waters of Class I or
Clog,impounded reservoirs used as a source of drinking water
I00 fat
"ftw classi$ed WS (except ws-i or WS-Y), B, SA, ORW, HQW, or SB from normal
high wets or tide elevation and wetlands a" key, ix.11
50 feat
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any buildinstfoundatip.,
5 feet
Any basement
10 feet
TOP slope of embankment or cute of 2 feet or more vertical hc!&La
10 feet
Dr#ivaa systems and Interceptor drains
5 feet
Any swimmint pools
10 feet
Final earth asdo LYSLmp
36Inches
➢ 1S NCCAC 02T.tt3iS5TdS contains alternative& where seperati era in i cannot be achieves.
aStream olasaifmations can: be identified using the Division's `� l gter CIan; =JJ'M weboa�
➢ if nancomplisma with 02'P 030 WAt a sea Sectkm X of this application
2. Does, Use project comply with separation tx Irements for wetlands? (50 feet of separation) ® Yes ❑ No
D Soo the Division's drag separation requirements for sitvationa where separation cannot be meet
➢ No variance is repaired if the atternattve 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 all setbacks found is the river basin rules per ISA NCAC 02B0200? gym ❑ No
➢ This would include Tlrout Buffered Streams per ISAtI��C 2B 0102
4. Does the project comply withanindividual 404 Permit or any 401 Certifications? ® Yes ❑ No
• Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
• Information can be obtained from the 40 t A Hu kEMaftu ftMgb
5. Does proea cmmply with l5A NCAC 02T.0105(i i0 (additional permitsfeertificadons)? ®Yes ❑ No
Per 15A NQ&Q— t12T 0to5L", directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. )ssuartce 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 Imes that are deemed "high-priorityT'
Per 13A N A 02C T-0442. "high -priority sewer" means any aerial sewer, sewer contacting surface waters, siphon, or sewer
Positioned parallel to strearnbanks that is subject to erasion than undermines or deteriorates the sewer. +
® Yes ❑ No ��ttse
, t s Ipk ' 4d Uat R.�_.l�l k
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Mgb priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per ISA NCAC 02T.0403(a}(S) or the permitee's individual System -Wide Collation permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS-
. Does the sabmttted system amply with
and ears tulalnar(•+eat vera.Unl and the
IPNe' complete and
review. Aoorovatc
2. Pr
Atmmmhvat)estgnR uestWiflieation(VADCf0-14)andsupportingdocumentsfor
has been reviewed by me and a accurate, complete and conastent with the in
engineering caiauladow, and all otter stnppo"kil documentation to the beat of
of my knowledge the proposed design hee been prepared. in accordance w
Minimum Dedgn Criteria fbr Gravity Sew*% (lstest vendaiij, and the MhOr"m
Of Pump Stations and Foina Mains (latest version). Although Otter proibssioha
submittal package, htc1010e of thee- tnate lah under my signanire and seal s
have judged it to be CM41 NI with the proposed design.
NOTE — In accordance with General Statutes t43-215.6A and 143.215,6B,
statement, r cs"6on, or txztificadhm is any application package shall be
include a fine not to exceed $10,000. as well as civil penalties Up tQ $25,IN pit
North Carouns Prormloaal Eagtacers seat, signslare, and date;
3. Applicant's Certification per i5A NCAC 02T .0
that this application for
m supplied in the plans, speeificatims,
wledga I Potthar attest dial to the bet
applicable teguladoas. Oravity Sewer
t Criteria fur the Past-` mk Patmitting
have devg4W certain portions of this
that I Have reviewed (his material and
A
i who knowingly mattes any false
Class 2 misdemeanor, which may
that this applicadw for
has been reviewed by are and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this appiitat(ion are, W completed and that If all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater rrrnn this non-
dischorgp system to surihco wanes or dw1and will resuh In sn Immediate enforcement action that may include civil penalties,
injunctive rclio� andlor crimltal prosecution. I will make no claim against die Division of Water Resources should a condition
Of this permit be violated. I also understand that Wall required parts Of this application package am not completed and that if
all required supporting information and attachments are not included, this application package will bo returned to me as
incomplete,
NOTE — in accordance with Ooncral Statutes 141-213.kA and iAi.2= any person who knowingly makes any false
statement, repr6sealatiqii. or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not toe 10,000 as well as civil penalties up to $25,000 per violation.
Signature:
FORM: FTA 04-16
Page 5 of 5

NT-a.W �Wi 4A )
State. of Norm caro)ivatt
DopartmcRt Of Enviromnental Qualky
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Apphtcattons
(F'f8E ma)
Entity Requesting Allocation: New Market - Hanover. L.P.
Project Name for which flow is being requested: Flats at Hanover Center
More dramone FUR arayberegwmdfo+'mairplep►VAWVheomerofAWWWMbsotresponsiblefordipump
sta[foas aleaF lire mats ofthe propssaf wurwer flow
1. Complete this section only if you are the owner of the wastewater treatment plant.
a, WWTP Facility Name: James A. l:ou�orthside)WWTP
b. WWTP FUMY Permit #: NPDES NC 0023965
a
WWTP facility's permitted flow
AUflonic are
16.000
I
Estimated obligated flow mot yet tributary to the WWTP
3.812
e,
WWTP facility's actual avg. flow
10.661
f.
Total flow for this specific request
0,079100
$.
Total actual and obligated flows to the facility
14,552
IL
Percent of permitted flow used
Otto
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:
Pump
PUMP
Station
Station
(Nana or
Permit
Number)
No.
(a)
M
Design
Avetage
Approx.
Daily
Cumut
Firm Flow**
Avg. Duly
Capacity, * (Firm / pf),
Flow,
MGD MGD
MGD
10 W00039922 22.090 7.363
(C)
(DMB+C) (9)=(A-D)
Obligated,
Not Yet
Total Coamnt
Tributary
Flow Plus
DallYFlow,
Obligated Available
MGD
Flow capacity"41
3.472 0.721 4.193 3.171
* The FSiva Capacity (design Bow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Des9Yn Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(110 Act less than 2.5, per Section 2.02(A)(4xc) of the Minimums Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pomp station located
between the proJed connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number:
Page 1 of 6
❑TQV in ,o

III. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
GN GINFL"IZ1N( /"IANA(Ei
Title of Signing Official
Page 2 of 6
UTQR in 10

SEWER NARRATIVE (PRIVATE & PUBLIC)
FLATS AT HANOVER CENTER
3500 Park Avenue
Wilmington, North Carolina
m
New Market— Hanover, L.P.
3284 Northside Parkway, NW, Suite 150
Atlanta, GA 30327
[phone]
Revised May 2021 (Per CFPUA Comments)
March 2021
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
2602 Iron Gate Drive, Suite 102
Wilmington, North Carolina 28412
[phone]
[phone] (Fax)
License # C-3641
N&T Project #20018 (Private & Public)

NARRATIVE (PRIVATE & PUBLIC)
SEWER SYSTEM:
This submittal is for the development of the Flats at Hanover Center project,
located at 3500 Park Avenue, Wilmington, NC. The development of this project
will include a new demand of 79,100 GPD.
Private:
The development of the Flats at Hanover Center is removing 195 LF of existing
8-inch Private gravity sewer due to its location within the tract to be developed.
The development will include 213 LF of new 8-inch PVC gravity sewer to re-route
the sewer around the newly proposed building. There is zero (0) new flow
entering this Private portion of the project.
The existing WQ Permit number is unknown.
Public:
The rerouting of the Private sewer results in a small extension of the Public
portion of the sewer. There is also a new public section under Park Avenue to
serve Building 1. The Public sewer is being extended by 185 LF of 8-inch PVC
Gravity Sewer. New flow to Public is 79,100 GPD.
The existing WQ Permit number is unknown.
This system will be served by the Cape Fear Public Utility Authority.

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