WQ0040985_Application (FTSE)_20190808

Central Files: APS SWID
7/3/2019
Permit Number WQ0040985 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual
Primary Reviewer
dean.hunkele
9 M r, •r,'
Facility
Facility Name Major/Minor Region
Trinity Landing Senior Apartments DRY Public Sewer Minor Wilmington
Location Address County
4915 Masonboro Loop Rd New Hanover
Facility Contact Affiliation
Regulated Activities Requested /Received Events
Additional information requested
Additional information received

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L"PLa M I U iN '11
CONSU-11-71 xG -, G11i RCI
1900 Eastwood Road, Suite 11
Wilmington, NC 28403
(91.0) 343 -9653
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
Re: Gravity Sewer Extension Fast -Track Permit Application (Public)
Trinity Landing
4915 Masonboro Loop Road
Wilmington, NC
N&T Project No. 18055
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
Enclosed is one (1) original application form with one (1) copy, two (2) copies of the Sewer
Narrative, one (1) original Flow Tracking / Acceptance Form (FTSE 10-18) from the Cape Fear
Public Utility Authority with one (1) copy, two (2) 8 Y2x 11 color USGS Topographic Maps, two
(2) site plans (ledger size) and a $480.00 check 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.
BEEM
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
ft
T. Jasol Clark, P.E. t,
TJC/asn
18055 06-21-19-s-swr-Itr (Public)
NCBELS License C-3641

1. Applicant's name: Cane Fear Public Utility Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: EJ Individual El corporation [3 General Partnership 0 Privately -Owned Public Utty
Federal State/County El Municipal 0 Other
3. Signature authority's name: Matt Tribett. P.E. per
Title: Enginecring Man4ger
4. Applicant's mailing address: 235 Government Center Drive
City: Wftington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: (WO 332-6415 Email Address: Matthew.Tribett cf ua.org
A
1. Project name: TrinityLandingy 31,
2. Application/Project status: Proposed (New Permit) Existing Pe reject
If a modification, provide the existing permit number: WQOO and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 4— Longitude: -3
5. Parcel ID (if applicable):, QO11�07600-I003-00 L- 0 L
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: T. JasQn Clark_ License Number: 030869 NC
Firm: NQxrb-4 Tunstall Cqn I g E�na Mailing address: 1900 Eastwood Road, Suite I I
City: mqhiA" State: NC Zip: 28403-
Phone number: (2LO) 343-�653 Email Address: iclark(� nten2ineers,corn cc: anorris,' dneers.com
11 p, F 1@111i !1 11 1� 1111111
D®RM=
I. Permit Nwnber(s): WQ Downstream Sewer Will Be Regional Pump Statiq on Trinhv Site (ftblici
System Wide Collection System Permit Number(s) (if applicable): WQCS—
Owner Name(s): —
FORM: FTA 04-16 Page 1 of 5

Residential Owned Retail (stores, centers, malls) FJ Car Wash
Residential Leased Retail with food preparation/service 0 Hotel and/or Motels
School / preschool / day care El Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
El Food and drink facilities [I Church El Swimming Pool/Filter Backwa
r-1 Businesses / offices / factories E] Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial Commercial
% Industrial
Is there a Pretreatment Program in effect? Yes E] No
[] 6. Has a flow reduction been approved under Yes No
> If yes. provide a copy of flow reductjq� ap ovalletter 2r
7. Summarize wastewater generated by project:
FEN M-5wim.
gal/
gal/
.1
ffln
a See � 11
� 11 - 11 I �" I : ", �' : � I , , , ' � '', for caveats to wastewater design flees (i.e., mininnim-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
b
I Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 20,160 GPD (per
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El 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:
El Rehabilitation or replacement of existing sewer with no new flow expected
[I Other (Explain): —
FORM: FTA 04-16 Page 2 of 5

nF
2 1� 11 1 1111 ls�igi
f . Summarize gravity sewer to be permitteL-
> Section H & 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) — ff- &
COMPLETE FOR EACH PUMP STATION INCLU DEIS I.NTHIS PIS EST
I Pump station number or name:
2. Approximate Coordinates (Dec'mal Degrees): Latitude: 0 Longitude: 0
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): — gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pwnp Station):
6. Power reliability in accordance with 15 JWACO21_0305<lhjw:
Ej Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(l)(B)1-
> 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)(1)(C)
M1
F-1 Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T.0305(h)(1)(C):
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

Ix® SETBACKS & SEPARATIONS ® (02B.0200 & 15A NCAC 02T X305(f))-.
1. Does the project comply with all. separations found in
con am 0
t i s alternatives where separations in 02- cannot be achieved.
> "Stream classifications can be identified using the Division's NCS -, ce Water C`lassdi
> If noncompliance with 02, ,WQSM see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ►Yes D No
> See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per � �S A M' AX B 0200? Yes [:]No
- ----- - -------
> This would include Trout Buffered Streams perl, 8� N(,-A'--, �2110'20,2
4. Does the project comply with an individual 404 Permit or any 401 Certifications? JZ Yes El 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 A, 0, &
ft Mal
been applied for, or have been obtained. Issuance of this permit is contingent on issuanc� of dependent permits (erosion and
sedimentation control plans, starmwater management plans, etc.).
"high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
(I Yes 9 No
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
FORM: FTA 04-16 Page 4 of 5

X. CERTILFICATIONS:
2. Professional Engineer's Certification:
tAl
attest that this application for
c from Application Iteiii III. I professional Engineer's nam
NOTE — hi 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.
111 ��
OR; T14,11.11NI 't
11V V M i t
Z111-44:7 A�W
77- _P
SEAL
0308§9
7­7
3. Applicant's Certification per 15A NCAC 02T 0106(b):
i'a that this application for
(gignature Authoritv's Mimic & title from AnDlication Item I.3.)`!,NJ
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
NOTE — In accordance with General Statutes "43-11-5-6A and,1­,,-., � � any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature.
Date:
�= M

List pump stations located between the project connection point and the T a
()
)
(C)
)W(B+,C)
)=(-)
Design
Obligated,
PUMP
Pump
Average
Approx.
Not Yet
"Total Current
Station
Station
Finn
wily Flow**
Current
Tributary
Flow Plus
(Nameor
Permit
Capacity,
/ p ,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MOIL
MGD
Flow, h/ GD
MGD
Flow
Capacity***
TRN
N/A
0.446
0.140
U00
0.061
0.061
0.079
9 N/A 4.065 1.50 .00 0385 1.65 -.17
Downstreamat ): PublicUtility are:Downstream Permit Number: Not Available
�
F, P.
.F_ S E _

III. Certification Statement:
Signing QjWcial Sig -nature
Title of Signing Offlcial
Page 2 of 6
0 - 8

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section H where Available Capacity is <
0.
- M
J4SITmg,s!t rrm be constructed. certi4e riqr to activation of the
and activated p
_pLoject's sewer.
Therefore®
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be pen-nitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
WMIZIMM10,
FTSE10­118 r

OEM
'U'la � " ;��ii 11;
T Ili � 51
M
Lutheran Retirement Center — Wilmington, NC
P.O. Box 947
Salisbury, NC 28145
(2■*)�Mfl
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Ili ZI M III, :
11 11111110 ' 11 .110111

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31 019

Hunkele, Dean
From: John Frye <[e-mail]>
Sent: Tuesday, July 2, 2019 4:23 PM
To: Hunkele, Dean; '[e-mail]'
Cc: '[e-mail]'; 'John Tunstall; Amy Norris; Matt Tribett
Subject: [External] FW: Trinity Landing PS
Lutheran Retirement Center - Wilmington, inc. dba Trinity Landing also concurs. Both
systems should be drTe
Thank vou.
I=
lohn C. Frye, Jr.
Executive Director
Trinity Landing
5215 ]unction Park Circle, Suite 102
Wilmington, N. C. 28412-2287
From: Bernice Johnson <Bern ice.Joh nson @gfpua.org>
Date: Friday, June 28, 2019 at 11:50 AM
To: Dean Hunkele <Dean.hunkeLeff ncderr.gov>, Jason Clark <Llarkientenf ineers.com>, John Tunstall
<[e-mail]�>
Cc: Amy Norris <[e-mail]>, Matt Tribett <Matthew.Trihptt(@rf— — --->
Subject: RE: Trinity Landing PS
CFPUA concurs. Both systems should be dry.
Thanks,
Bernice S. Johnson, Senior Project Manager
235 Government Center Drive
Wilmington, NC 28403
Office: 910.332.6620
Mobile: 910,508.2165
Fax: [phone]
From: Hunkele, Dean <dean. h unl<ele@ ncdenr.gov>
Sent: Friday, June 28, 2019 9:31 AM
To: Jason Clark <iL:Iark@ntengineerscorn>; John Tunstall <Lunstafl ntenEineers.com>
Cc: Amy Norris <anorris@nteEg,,neers.corn>; Matthew Tribett <Matthew.Tribettacf— — n,a>; Bernice Johnson
9