WQ0040916_Application (FTSE)_20190703

Central Files APS
VVQ0040916 Permit Tracking SIlip
SVVP
6/3/2019
Program Category
Status
Proj e& Type
Non -discharge
In review
New Project
Parmit Type
Version
Permit Classiflca�ion
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A
Individual
mary eviewer
riR
Pe -mit Contact
Affilisfion
dean hunkele
Coastal SINRule
Permitted Fgovv
Facility Name iMajorlivilinor Region
North Waterfront Park Private Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiflation
Owner Name Owner Type
City of Wilmington Government - Municipal
Owner Affiliatior,
Sterling Cheatham
PO Box 1810
IlEv in`-- Wilmington NC 28402181
Scheduled
0, rg issue App Received Draft initiated Issuance Pubilic Notice issuo Effective Expiration
5/31/2019
Rsgw,'�a-ted R'squestEd "R-11-ecaived
Additional information requested
Additional information received
PINC

��M -A
STE My! R T
Wilmington, NC 28405
DATE SENT VIA
05/30/2019 UPS Ground
PROJECT NUMBER PROJECT NAME
C17135 North Waterfront Park
COPIES DATE DESCRIPTION
FI-71
For approval
For review & comment
E
Returned for corrections
For your use
Approved as submitted
EReturned
after review
As requested
Approved as noted
Resubmit copies for approval
Fast track submittal for private and public sewer extensions. Got check for each
one. Please call if you have any questions.
COPIED TO
file
421rmEnEvuLEsr nxeIGx'wc ,o1ysnu,o75u

State of North Carolina
vw
a Department of Environmental Quality
Divisionof eater resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
1vlSlon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �( Q,( t (to be completed by �3wR)
All items must be coan feted r tlfle ra��ficatlon will be returned
Io APPLICANT INFORMATION:
1. Applicant's name: City of Wilmington (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual El Corporation ❑ General Partnership El Privately -Owned Public Utility
El Federal ❑ State/County municipal Other
3. Signature authority's name: Stems Cheatham per _ _ .`_ ,.._ . ..._ ..
Title: City Manager
4. Applicant's mailing address: 102 N. 31 Street
City: Wilmington. State: NC Zip: 28401®
5. Applicant's contact information:
Phone number: [phone] Email Address: sterling.cheathaartlii),wilmin onnLgov
II. PROJECT INFORMATION- � i
1. Project name: North Waterfront Park to Q R�w_t¢'
2. Application/Project statics: ® 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: gi' QOO
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.247558' Longitude:-77.950806'
5. Parcel ID (if applicable): R04716-001-003-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INF'fARMATION-
1. Professional Engineer: Adam Pike License Number: 036231
Firm: Stewart Inc.
Mailing address: 223 S. West Street Suite 1100
City: wilming ion State: NC Zip: 27603-
Phone number: [phone] Email Address: aD ke(cr�,stewartinc.com
IV, WASTEWATER TREATMENT TENT FACILITY ( WTF) INFO ATION
1. Facility Name: James A. Loughlin NSWWTP Permit Number: NC 0023965
Owner Name: Q aye Fear Public Utility authority
V. DECEIVING DOWNSTREAM SEWER INFORMATION (If different than WWTF),
1. Permit Number(s): WQ Information Unknown
Owner Name(s):
Downstream (receiving) Sewer Size: 24 inch
FORM: F'TA 04-16 Page] of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
4
2. If the Applicant is a Developer of lots to be sold, has a - "_ . , _ _ _ ` '' been attached?
3. If the Applicant is a _...:� ...�_ �.._.. been attached?
Yes ZNo {mN/A
4. Origin of wastewater: (check all that apply):
n residential Owned F] retail (stores, centers, malls) ❑ Oar Nash
E] residential Leased ❑ retail with food preparation/service ❑ Hotel and/or Motels
EJ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
® Food and drink facilities Q Church Swimming Pool/Filter Backwash
El Businesses / offices / factories ❑ Nursing Morrie Z Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 100 % Commercial
%Industrial(___
L----->Is there a Pretreatment Program in effect? ® Yes []No
6. Has a flow reduction been approved under _ � (� Yes E] No
> provide a copv of flow reduction; aDoroval letter
7. Summarize wastewater generated by project:
Establishment Type (see L3, 1_. _�
Daily Design Flow
No. of Units
Flow
Stadiums, aduitoriums, theaters,
communiety centeres
5 gal/seat
7666
38330 GPI
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
38330 GPD
a See i ` _ .0 1 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling, proposed unknown nonresidential 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 : S_
b Per 15A NCAO 02T .01 I4(c), design flow rates for establishments not identified [in table 1 li i A shall be
determined using available flow data, water using futures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 38330 GPD (per _ _ _=)
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:
F] rehabilitation or replacement of existing sewer with no new flow expected
[] Other (Explain):
FORM: FTA 04-16 Page 2 of 5

V11e GRAVITY SEWER DESIGN CRITERIA (If Applicable) _ m . � ..
1. Summarize gravity sewer to be permitted.
Size (inches) Length (feet) Material
PVC
Section II & III of the M DC for permitting of Gravity Sewers contains information related to design criteria
Section III contains informations related to minimum slopes for gravity sewer(s)
> Over°sizing lines to meet minimum slope requirement is not allowed and a violation of the M DC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) 3
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. pump station number or name:
2. Approximate Coordinates (Decimal (Degrees): Latitude: Longitude: m
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the purnp(s): gallons per minute at feet total dynamic head ('TIDH)
5. Summarize the force main to be permitted (for this pump Station).
Size (inches) Length (feet) Material
6. Power reliability in accordance with _ --
Standby power source or pump with automatic activation and telemetry m 15A NCAC 02T .0305(h)(I)(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:
M Portable power source with manual activation, quick -connection receptacle and telemetry m 15A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02"T .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

M SETBACKS & SEPARATIONS — (02B ,0200 & 15A NCAC 02T ,0305(f)po
1. does the project comply with all separations found in. ® Yes ❑ No
> 15A NCAC 02T.0305( contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Declaimed water lines vertical - reclaimed over sewer
18 inches
Declaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Mass I or
Mass 1I impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW,1- QW, or Sl3 from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
1.0 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth gade (vertical)
36 inches
_ w contains alternatives where separations in = cannot be achieved.
> **Strewn classifications can be identified using the Division's,",,"
If noncompliance with 02 _ Gr v= see Section X of this application
1 Does the project comply with separation requirements for wetlands? (50 feet of separation) Z Yes F-1 No E] N/A
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 setbacks found in the river basin rules per .. . �w __ _ w_ [DYes []No ®IeUA
> This would include Trout Buffered Streams per
4. Does the project require coverage/authorization under a 404 Nationwide or 0 Yes ❑ No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the
5. Does project comply with 5 t `;_0,2 (additional permits/certifications)? ® Yes [:1 No
Per � 2�� directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per _ T, "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.
El Yes [l No ® N/A
� 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 02M0403(a)(5) or the per itee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
Dom the submitted symor comply whit 15A NQAQ 02T, fnc ;rinitti Ill,).p
and Force M�irs IAtest yersinn and the Cirn Itv_SewI, � ,mim,tui3 ?,csig A Cri tiGt:�. laicsi.ys s, ti�i) as applicable?
applicable??
% coilMeW a" sHJrih Ow Vrahno/Alki—ni tive Dwign Rcq :m ap!)boIulon (VADC Q.l�) end Slli),'JOrtPn CGCIliAC1115 for
-CviCiV. !AI)U I'oval Cf the i'eoucst is i ciu h.('t; IP foI' to sub In!tflii ut ife Fn: s( i't n0, Aj)tlbcm1on StI*.Ii Stijl l?8r tlil t; tttlCriillPn:S.
PICA'essioral l nginccr's Ccrtificanon:
Adam Pike
I, attest spat this apphcntior� for
VwkssroriM i•.-blrwes atsme from A .Aplicatl n Am: HA)
has bee;) :evwmd by me and A flccu"M ccit.pletc anti consistent aviQ: the inYontl;Incil snpfibcd in the p}ails, speeii.cations,
cngaieerhW cat"humq and ,ill other supporting do:aimaiitaAn to rho best ot`my Www1edge. I hunhcr Hot tlsat to the but
of tray knowlWgc the proposed deign has beer pxpamd in ae,oMm)ce ,q, the lippli ow rcpbhorin Gravity Semrr
Wain nom F}osign Critou for GraRy Sewn (latest nnknj, mW Me WAmurn Design Ckuh for the Fasonnk Pesnritting
of Pump Staiians and Porc�� Mains Oates: yccsion} Alwougl- oche- professionals noy have dowlWed certain portions oftltis
submittal package, incirsion of thcsc Inatcr€als imder rsy sigmwrc ar,d. seal signOW that I have W'icreed this mr,tcriai r,ud
la:vcjudgcd it to boccnsiNclit )yhh t9 , proposed design.
NOTE — in aecoAmce mTh Gawal Staiw 1.43115AA and i43-215 611, any perm) who haiwvtngly ittakm t';ety hike
statement, rcltrescntalion, ;)r cwitieation in any tipplication ptaekagc shall be guilty of a Cass 2 I',,isttolmailor, which may
UNde a fine nW In exceed S Ip,dd3, as as H ns cia•il penalises Up :o SMIN per vioLaiiola,
tVIurth (aroflno Professionnl F;,haer`s seal, sdgnntare, slut! ti W
y�atgt ill FJjli{i
CA
SEAL >
p 036231 t ca
r*'.''tlrJ�alllt,}a
3. Applicultl C'elxifimmn per I SA NC'AC 02T 0111%):
Sterling Cheatham, City Manager attest that this appbcminn for
!Signntt.rc Authursty's I;antc t tiilc frouu App'iication Ilea) 1.13
has been vviewed by an; and N nc:curlslc NO lxogIlctc to ilia Wm a7I +'try kayosrlecge, I nm;crstnnd IN ii`A rctl"M pelts oll
this -,pphenitoo arc not comp N3 W sl m ifal! wgta and stipptArti T tlom wMatioss and nuacinactrts are nett inchiticd, thi4
application pacl nLe is sttlgo a lAAg Ieiti wd as baconVide. I ttadarsland that tiny tlkchargt floin this non
dischtlrge'system to surface MWIn or we WK W result in an immedKic enWcCt ww nctian that nny it)clttdc civil peltnhics,
njvla tits I 1 cC, raid nraiuZiala) lnu_,vctdiun,. I W ni-ake. In, chin against the 13isisitrlt of `vl'atcr Ri:Nuniccs slivtald t: COwditioli
(if this ))ermil lac violaicd. I Am utttkcrsms t1rtl if A respired picas of to aippowtiotl Iaeckgc are ntlt uoi Plr.tal so to i;
All 18Illjl I 'snppoli{llg Inhiti4l i nl 41 A fltd3Amthis aw an PnelltilK It flI7i111CRtitA1] piiAVO \4 H k PCtdamd In IIM Ski
111C31':7l>lctC.
05) 1E -- to ;Itrurii:IWe aaitl, (linens Names 143-2-.1.5&t innt 1�f3-L15,41� tuty JICIson vvlu) 1,11u n[j)wakes Lila) Gtltic
s s(on nt, tqr':; ?Ii anon' or ecrtitietuttArt in an applicalaw l w ilte shall ibc guilty of a UkIss which Jlt;n
mchade a #inc not to usccc<9 S t f1§00 aS aucil ns & i penalties up to S25300 per Wla(ioir_
i
FORM: F1 A N-16 Page 5 ors

More than one FTSE may be requiredfor a single project if the owner of the WWTP is not responsiblefor all pump
stations along the route of the proposed wastewaterflow.
a.
WWTP Facility Name: James A. Loughlin orthside)
WWTP
b.
WWTP Facility Permit #: NPDES NC 0023965
A11flows are in MGD
c.
WWTP facility's permitted flow
16.000
d.
Estimated obligated flow not yet tributary to the WWTP
3278
e.
WWTP facility's actual avg. flow
- 10.661
f.
Total flow for this specific request
0.038330
g.
Total actual and obligated flows to the facility
13.977
h.
Percent of permitted flow used
87.4%
11. 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:
01)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow*
Current
Tributary
Flow Plus
(Name or
Permit
Capacity,
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
12
N/A
4.920
1.968
0.672
0.218
0.890
1.078
10
N/A
14.832
5.933
3.472
0.603
4.074
1.858
111 IN ill PER iiiii
M FITIE1TTITIN T 9 7 9 1111111'
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(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 VVWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: Not Available A
Page I of 6
FTSE 10-18

111. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
wastewater treatment facility and that the flow from this project is not anticipated to cause any capaci
related sanitary sewer overflows or overburden any downstream pump station en route to the receivi
treatment plant under normal circumstances, given the implementation of the planned improvemen
identified in the planning assessment where applicable. This analysis has been performed in accordan
with local established policies and procedures using the best available data. This certification applies,
those items listed above in Sections I and 11 plus all attached planning assessment addendums for whic
am the responsible party. Signature of this form certifies that the receiving collection system ortreatme
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
Page 2 of 6
FTSE 10-18

M=
QUADRA14GLE LOCATION
166 MILS GN
V 39'
29 MILS
ITEM GRID AND 2016 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
I Loland
1 2 3 2 Castlo Hayno U.S. National Grid
3 Scotts Hilt 100,000-m Square to
4 Winnabow
4 5 5 Wrightsvitto Roach TC
L�]E6 Funston
6 8 7 Carolina Boach
8 Carolina Boach OE E Grid Zone Designatio.
ADJOINING QUADRANGLES 18S —1
=� I i R ff Eff I! I � 1: 17'1131RIIFT'112�=
north Anigrican Datum of 4983 (14AD83)
World Goodatic Systom of 1984 (WGS84). Projoction and
I 000-motor grid: Univorsat Transvorso Morcator, Zono 18S
10 000-foot ticks: north Carolina Coordinato Systorn of 1983
This map is not a logal dGcumont. Boundaries may bg
gonaralizod for this map scato. Privato lands within govornmont
rosorvations may not be shown. Obtain pormission Worn
ontoulng privato lands.
Imagory..... May 2014
Roads...,...... .... U.S. Census Buroau, 2045 - 2016
tiamos. . 2016
Hydrography ....................national Hydrography Datasot, 2014
Contours............................national Elevation Datasot, 2008
Boundarios......... ... Muttiplo sourcos; son motadata file
1972 -2016
WGUands ..... ... FWS National Wotlands Invontory 1977 - 2014
ROAD CLASSIFICATION
Exproswfay a x rain Local Connoctor
Secondary Hwy Loca I Road
Ramp 4WD
Intorstato Routo US Routo Stato Routo
V
7800(
1A01r,'
3793000m�
119:
TheNationalMap WILMINGTON QUADRANGLE
NORTH CAROLINA
US Topo 7.5-MINUTE SERIES
57'30" /-�SITE
Peter
Point
CAROLIN.4
A'D
qiwlliwl11f
WILMINGTON, NC
2016
Bus
0.5
0
KILOMETERS
I
1000
500
0
METERS
1000 2000
1
0.5
0
1
MILES
1000 0
1000
2000
3000
4000 5000
6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 5 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with tho
national Goo5patiat Progr
am US Topo Product Standard, 2011.
A motadata fito associatod with this product is draft vorsion 0,6.19