WQ0042771_Application (FTSE)_20211001

Permit Number WQ0042771
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension., Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
tyler.benson
Coastal SWRule
Permitted Flow
Facility
Facility Name
Flats at Hanover Center Public Sewer
Location Address
5
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 Name Owner Type
Cape Fear Public Utility Authority Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/19/2021

2602 Iron Gate Drive, Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
Robbie P. Ilennelly, E.I.
August 13, 2021
NC DEQ
Division of Water Resources
NOMS & TUNSTALL
CONSULTING ENGINEERS P.C.
NFL
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 Park Avenue
New Hanover County
N&T Project No. 20018
Dear Sir or Madam:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
Thomas J. Scheetz, E.T.
Enclosed electronically is the application form, Sewer Narrative, Flow Tracking / Acceptance
Form (FTSE 10-18) with 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.
I
O.
T. Jason ark, P.E.
TJC/asn
C�ale�-
20018 08-13-21-s-private-swr-Itr
Enclosures
NCBEI S I icense C3641

NORRIS & TUNSTALL
`-1k715)Sm°io4aFtiGR;E m3tc --
2602 Iron Gate Drive, Suite 102
Wilmington, NC 28412.
(910) 3419653
[phone] Fox
John S. Tiaattsll, PM,
T. Jaavn Cluk; F.E.
Iioblde P. Fleanek, B.S.
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
New Hanover County
N&T Project No. 20018
Dear Sir or Madam:
1429 Ash -Lick Rivet Road
Ash, NC 28420
[phone]
(910) 287-M Fax
J. Phillip Norss, PR
Joseph K. Bland, P.B.
ium" J. sebeerx, 9.1,
Enclosed electronically is the application form, Sewer Narrative, sewer availability letter from the
Cape Fear Public Utiilty Authority, 8 Y2 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.
T. Jason Park P.E.
TJC/ssn
20018 M1321-s-pblia3wr41r
Enclosures
NCBELS License C-3641

Division of Water Resources
State of North Carolina
Department of Envinnmental Quality
Division of Water Resources
ISA NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORT114C DOCUMENTATION
Application Number:
(tu be completed by D WR)
All Hems must be compkted or tht application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Cane Fear Public Utility Authority (company, municipality, HOA, utility, etc.)
2. Applicanttype: ❑ individual ❑ Corporation rpo [] General Partnership ❑Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other Authority
3. Signature authority's name: JeffTheberee. P.E. per ISA NCAC,0T1. fl l0gW
Title: Engineedn_ a Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilminetoq State: NC Zip: 2140-�
5. Applicant's contact information:
Phonenumbor: (M JR.-7 Email Address: Jeff Theberee a).cfpua org
It. PROJECT INFORMATION:
1. Project name: Fla(�al Hanover Center
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W000­ and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2185° Longitude:-77.9026°
5. Parcel ID (if applicable): R05517.00I&Ot-0001R05517-001.003-QOQ
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
Professional Engineer: T Jason Clark P E license Number: 030869 Nr
Firm: Norris & Tunsta)l ConsuiliLlp L11gineeI3, P.C.
Mailing address: 2602 Iron Gate. Drive, Suite 102
City: Wilmington Stale: NC 'Lip: 28412•_
Phone number. 4i0 3A -9 ¢
f_.-) Email Address: jdark:n nteneineers.cnm & anorris a:nten¢ineers eom
1V. WASTEWATER TREATMENT FACILITY (WWTF)INFORMATION:
1. Facility Name: Jamas A_Loueltlin tNoringide_WWTPJ Permit Number: NC0023965
Owner Nwne: Cape Fear Public Utility Author.
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
t. PermitNumber(s),. WQ Information Unknown; Receiving Sewer Size: 8"
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Narnc(s): Capc Fear Public Utility Authority
FORM FTA O4.16 Page I of

VI. GENERAL REQUIREMENTS N 1001 `fit C
I. If the Applicant is a Privately -Owned Public Uttltty, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's poemrional Agreeaicnt (FORM: DFvt been attached?
❑ Yes ❑No ®NIA
3. if the Applicant is a Home/Pronerty Ownerse Assoclaft has a Q29MIAml Aare giant IFORM• HOA) been attached?
❑ Yes []NO ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ® Retail (stores, centers, mails) ❑ Car Wash
® Residential Leased ® Retail with food preparation/service ❑ Hotel and/or Motels
School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
Food and drink facilities ❑ Church ❑ Swimming PooVFilter Backwash
Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
S. Nature of wastewater: a% Domestic/Commercial "/c Commercial
_ % Industrial (See t5A NCAC 02T .0103(201)
"is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T Al 14(fl? ❑ Yes ®No
If Yes, provide a couv of flour reduction annroral letter
7. Summarize wastewater generated by project:
Establishment Type {txe 02 (:0114(til
Daily Design Flow'"
No. of Units
Flow
Multifamily Units - I Bedroom
240 gal/Unit
143
34,320 GPD
Multifamily Units -2Bedrooms
360gal/Unit
106
38,160OPD
Multifamily Units- 3 Bedrooms
360 alfUnit
13
4,680 GPD
Retail (3,880 SF)
50 gai/100 SF
3,880
1,940 GPD
8a
GPD
gall
GAD
Total
79,100 GPD
a See 15A NCAC 02T 0114(b) fd} fc)(1) and feN2} for caveats to wastewater design flow rates (I.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in"42A-4).
b Per I SA NCAC 02T .0114(c), design flow rates for establishmems not identified (in table .SA NCAC 02TAI 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 79,100 GPD (per 15A NCAC 02T.01_ig)
➢ 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: _
[3 Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
`m4mo '! ,s�iq
1XI10
FORM: FTA 04-16 Page 2 of 5

VIf. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 &MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) (fetMaterial
8" PVC
I
i
i
I
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC (Puma Stations/Force Mainsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: _
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): i gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
ffSidze(lnchesf)LAcngth (feet) Material
6. Power reliability in accordance with 15A NCAC 02T ,o305f h I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(B)
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
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)(IXC)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16
Page 3 of 5

iX. SETBACKS& SEPARATIONS — (02B.0200 & ISA NCACO2T.0305(f)):
1. Does the project comply with all separations found in ISA NCAC 027'-0305(Q & (al ® Yes ❑ No
D ISA NCAC 02T.0305(f) contains minimum cenaratinns that eiwll he rvnvidwl far Qowrr a.,at�
Setback Evasucter,
S nRequired
Stotm sewers and other utilities notliated below er iwl
24 Inches
WOW Mains vertical -water over sewer includigg in benched trenches
M inches
Water mains ftrizontall
to fed
Reclaimed water Imes vertical - reclailnrd over sewer)
19 inches
Reclaimed water lit tzonttai - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wails, WS-1 waters of Class t or
Class It Immounded reservoirs used as a source of water
100 feet
"Waters classified WS (except VHS -I or WS-V),. B, SA, ORW, HQW, orSB from normal
high water or tide a ton and wetlands see item D(2)
50 feet
"Any other stream, lake, impoundment, or ground water Towering and surface drainage
ditches
10 feet
Any buililing'foundation
5 feet
Anv basement
10 feet
T $ a of embankment or cub of 2 feet or more vertical height
I o feet
Drainage systems and Interceptor drains
5 feet
Any rwimmina poola
10 feet
Final earth grade vertical
36 inches
D alternatives where separations in biT=(Q cannot be achieved.
D ";9lream no
can be Wei tifled using the Division's N1111 a Wa(et Classi y ulks welweac
D Ifnomompliance with T.030 f)nr (a} see section X of this application
2. Does the project comply with separstmo requirements- for wetlands? (50 fat of separation) ® Yes Q No
D See the Division's dra$ 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
➢ As built, documents shouk(relevance the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per ISA NCAC 02B .02007 O Yes ❑ No
D This would include Trout Buffered Streams per ISA NCAIQ 28.02M
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Z Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
F information can be obtained from the 401 & Buft Pgrrpitting Branch
5. Does project comply with ISA NCAC ()T.0103(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC^ 02T.0105fc1t6S 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 collation lines that are deemed "high -priority?"
Per 15A NCAC )t 2T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting Surface waters, siphon, or sewer
positioned parallel to streamianks that is subject to erosion that undermines or deteriorates the sewer -
Dyes ®No
➢ if yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.04M(s)(5) or the permitee's Individual System -Wide Collection permit.
FORM' FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with I SA NCAC 02T. the MMit imum Design Criteria for the Permitting of PumM Stations
and Force Mains latest %er>ion), and the Gravity ewer Minimum D Criteria flueversion) as applicable?
® yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. AnorovalOfthe reau"titreesnir..a,..b..k,.�__.T___._ . .. .. _
2. Professional Engineer's Certification:
name froth Application Item 111.1.)
that this application for
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. 1 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 - 1n accordance with General Statutes 143-215.6A and 143.215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
f" SEAL
13 86,
ANO
� �"''•�gSON t
3. Applicant's Certification per 15A NCAC 02T.0106(b):
J e �_.y� �_En ineerinv Mana erattest that this application for
(Signature AuthoritX name & title from Amlirwt� ,,,, its,., I I ` "—- pp
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143,-21.6_A and 143.215-6B, 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,
J
Signature: _ 1 - -i �� f yQ/( - - Date -
FORM: FTA 04-16
Page 5 of 5

SEWER NARRATIVE (PRIVATE & PUBLIC)
FLATS AT HANOVER CENTER
3500 Park Avenue
Wilmington, North Carolina
For
New Market— Hanover, L.P.
3284 Northside Parkway, NW, Suite 150
Atlanta, CAA 30327
[phone]
Revised May 2021 (Per CFPUA Comments)
March 2021
Prepared by:
NORRIS & TUNSTALL CONSULTINGENGINEERS, 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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II 1
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? IW r
El Yes ❑No ®N/A Ql
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational A14reement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ® Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ® Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
® Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .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.0114(f))
Daily Design Flow
No. of Units
Flow
Multifamily Units - 1 Bedroom
240 gal/Unit
143
34,320 GPD
Multifamily Units - 2 Bedrooms
240 gal/Unit
106
25,440 GPD
Multifamily Units - 3 Bedrooms
360 gal/Unit
13
4,680 GPD
Retail (3,880 SF)
50 gal/100 SF
3,880
1,940 GPD
gal/
GPD
gal/
GPD
Total
66,380 GPD
a See 15A NCAC 021' .01 14(b , (Ld), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021'.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 66,380 GPD (per 15A NCAC 02T .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
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
�e 10 CA%nr ei sii nc
FORM: FTA 04-16 Page 2 of 5