WQ0040915_Application (FTSE)_20190703

n rc.. 19 t3Q0040915
Proararn, Category
Non -discharge
Pp!mit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
P!.unary Rev;evvei
dean.hunkele
oastpl SWR-Ule
Pernnitied Fiovv
North Vvaferfront Park Public Sewer
Location Address
Central Files APS - SVVP
6,f3/2019
Permit Tracking Slip
Project I Pe
In review
New Project
Permit Ciassffication
A
Individual
Permit Contact Aljffliaion
Major/ifinor Region
Minor Wilmington
C ou a al
New Hanover
Facility Contact Affilia flor,
Owner Panne Owner Type
Cape Fear Public Utility Authority Government - Municipal
owner Affiliation,
James R. Flechtneir
Pr
235 Government Center Dr
Wilmington NC 28403
Scheduled
prig lScue App Received Draft lnitiated Issuance Public Notice Issue Effective Expiration
5/31/2019
Additional infori-nation received
Additional information requested
STEDY'

State of North Carolina
12
}
Department of Environmental Qu ality
Division of Water Resources
I5A NCAC 02T ,0300 —]FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DhOslon of Watee eSOUTc s ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number I (to be completed by DWR)
All nt�ens naa��t � �nm ht� or the m pla��t6nn e�il9 �� r�tu� ned
L APPLICANT INFORMATION:
1. Applicant's name: (company, municipality, HGA, utility, etc.)
1 Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal State/County Municipal ® Other V11, ­ ­
3. Signature authority's name: Matthew Tribett, PE per ;>T - l unt' • i
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: [phone] Email Address: matthew.tribettLwcfpua.orl
II, PROJECT INFORMATION:
1. Project name: North Waterfront Park
2. Application/Project status: ❑ Proposed (New Permit) ❑ Existing Pennit/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: New Hanover
4, Approximate Coordinates (Decimal Degrees): Latitude: 34.247558' Longitude:-77.950806'
5. Parcel III (if applicable): R04716-001-003-000
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Adam Pike License Number: 036231
Firm: Stewart Inc.
Mailing address: 223 S. West Street Suite I100
City: Wilmington State: NC Zip: 27603-
Phone number: [phone] Email Address: apike(�Vstewartinc.com
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James k Loughlin NSW WTP Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTE).
1, Permit Number(s): WQ Information Unknown Downstream (Receiving) Sewer Size: 24 inch
ST:3 �'v�" tz a '•.:: be-(s) (i an ,licable': WQCS
Owner Name(s):
FOP,M: FTA 04-16 Page i of 5

VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, 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-ve1 >rsr .�
.._.��=t f r�R.�Dbeen
attached?
[:]Yes
❑No ❑N/A
3. If the Applicant is a H�� _ Pr n�> Q� ors' Arius Lifio 3.'�a
,n 'env
- ,�,,t rwn ;FO?10,3 H �A�been
attached?
❑ Yes ®No QN/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 : % Domestic/Commercial 144 % Commercial
_ % Industrial (see 15,-' vL k' L )
L-> Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15 A NC<A 32T Yes ❑ No
� If ��s I�a°rovidl� � �ntt�w �f �mwy ��dn�tl�n ���rud�I l�tt�ea°
7. Summarize wastewater generated by project:
Establishment Type (see 2T,11I 14ii1I
Daily Design Flow a,b
=oofinntS
Flow
Stadiums, aduitoriums, theaters,
communist centeres
gal; seat
38334 GPD
gal/ i
GPD
gal/
GPD
gal/
GPD
gal/
GPI
gal/
GPD
Total
I _-
GPD
a See ;;-� NCAa" 0.2T .4114(b), (d) (e)(1) and ;el(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. 42 A-4).
b Per 15A NCAC 42T .4114(c), design flow rates for establishments not identified [in table 15A NCAC 42T.41141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 0 ]PCD (per 15A NCAC 42T ,4114)
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):
Page of 5
FORM: FTA 44-16 2

`y'IL GRAVITY SEWS" DESIGN CRITERIA (If Applicable) L. ' i . 0, 3 j a &
Summarize gravity sewer to be permitted:
Size (inches)
Length Meet}
material
24
DIP
8
PVC
> Section lI & 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 dope requirement is not allowed and a violation of the MDC
Vill. I°`f1MP STATION DESIGN CRITERIA (If Applicable) - 2'1 .1 3& l C l:Pun-o
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. 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): gallons per minute at feet total dynamic head (TDFI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) material
6. Power reliability in accordance with c - N AC 22 t' .0305 h l
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(D)_
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)
or
Q Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 0'2T .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.
Page 3 of 5
FORM: F'TA 04-16

Ix. SETBACKS & SEPARATIONS - (02B M00 & 15A NCAC 02T.0305(f)):
I , Does the project comply with all separations found in
, - A�rn _­­_ ­­­_aratinne that shall he provided for sewer systems:
0 Yes M No
IDA 'UnLal— 'm ....... ­­ ---.-
Setback Parameter*
Se aration Re aired
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
Reclaimed water lines vertical - reclaimed over sewer)
IS inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinkingI water
100 feet
"Waters classified WS (except WS-I or WS-V), 13, SA, ORW, HQW, or S13 from normal
Ai&h water or �tidc elevation) �and wetlands see item �IX.2)�
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
I feet
foundation
A b Ilding foundation
n n ounoul'
5 feet
An basement
as
10 feet
To slo e of embankment or cuts of 2 feet or more vertical height
10 feet
Drama'e s stems and interceptor drains
5 feet
in I
s I
An swi-M-IM ng pools
wimm
10 feet
n gr de� (vertical)
Final earth, gLa _ �(vert�ical)
36 inchhe,
�> contains alternatives where separations in =: t? cannot be achieved.
"Strearn classifications can be identified using the Division's NC &­,Xfacc, Water Classifications webma­e
C�
If noncompliance with 02T.03LQ2_-L't)_1 _or 1g). see Section X of this application
_
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes EJ No � N/A
See the Division's draft separation requirements for situations where separation cannot be meet
'P> 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 , 1�5_-kNCACQCB-0200? SYes []No EIN/A
��> This would include Trout Buffered Streams per 15ANCAC 23,..02` U2
4. Does the project require coverage/authorization under a 404 Nationwide or Yes E] No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer PermittingBrans,
5. Does project comply with li.AN�CAC 02T.0105c) 6) (additio
nal permits/certifications)? Yes []No
Per 1�A NCAC 02T.0105jc)(63 directly related environmental permits or certification applications are being prepared, have
_L=L�
been applied for, or have been obtained. issuance of this pen -nit 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 I 5A NCAC.02T.040_2 "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.
0 Yes F] No 0 N/A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Z�
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.0403(a)(5) or the permitee's individual System -Wide Coliection permit.
FOR\M: FTA 04-16 Page 4 of 5

l.. Donn the tit0tztt9od 990-n, ti,':t n-mi l,` }le
4vit' ;'` �_ �,
�.^cp
. a i i htui '$
Yes [:1140
1 f1'°dt i3.pIt, 1 t.,_.� L' S `) and `:iI sorting �.i;Cit��"LIS'.�'nts for
No,�, v � �' t:l ;il`ar�I £° ttyt� �+ � :�-3iC e ��.'�- �,xiz,�: sic. �`� tx �ac,`i..i�:="� a�pp i�. c�a�i. '"i ( ss�st��.. I,i-i }
review- APPEr�x,�AMMUMICilliaUYItyi ioLAR;&iinti, ,FdT
arrest that this application for
on al na,
€s' ti i.u-n rcvi -wed 7 itic said =a�.:ia ge, tiinTlew tzM Ch3n°s,staU 1 h the inArt ation supplied A be 1?hns sp ,c:itiCl3tion5,
and A other miiWorting C., cl 7c.ii s F to :ii to
of my ", nctls'li.et ^. l' i;l :;'sC il L'i: i c?tt has ,i z i'ia , i4_"w. 3r +' oi` 3 ai:C '+t'Si the tp �%€kti'abIQ rt,- .nlationsGravity`'s L. i','t t"
klinirnuira Dew, : Criteria is for Gravity Scwers test versionversionL and d Te Aiita uto, Design € ?itcriaS for Q1 1 :tit"--` McK € e inittii"ig
of aP`urnp Stations and Force I {ains (,_`sa,em i eNi nT .Altho ghs other p,�-?fessio ally may have- developed' curtain portions of this
sutonittal pacleage, ii.i at(*sion of these .s,ciaerials under ?_�, >1:=nar re and m! "� gniaies that 1 have reviewed this material and
have judged it to be consistent with the prc`ipowd tleti gn?
NOTE -- In accordance o/ th General Statutc,, 1430116 and 143 2115W it.ny- person who l3'i(`iNiingly makes and, Me
statement, .represent;ition. or ceNfi; adon in any ap"ipl «abort padage shall be gx,t y of ca glass 2 miic"lLiil£'anor, which may
include ii fine not to i.%,.ceed $10101 as well as a,l-R penalties up to $25M0 per violation.
itfi "�
Fi iby
$hj,3 seal, # ,.3 date,4i�
North a ti Professional �SLi6ht 4 LS # ; a
1 ,,,
`+`` ..is
41
! 9
�n
Vs,
>. Applicant's CertificMion per 15., NCAC 02T B106tV
fittest that this application for
1"
(g at=ir Autliorit ,, -�i�inie title lrtii? Applicaur�,r hen.1.�.,
has been reviewed ed by me and is acctii' a aitt,i to the be it of oty kt`towlec$, e, l iitatlarstasii(1 that ifall t'csluited p i "t ii
One application are not Iasi§tpict Ll and that E uil Ce£ii33r l glPportiqL dtscunicntatic l :1r9d attachments arc not incl ldodc this
application n package i, iiil�jec t it) being rclurned as inco mpletr.. 1 un lerstand that any disc:liarg e of wastewater from this11011--
ciis harlgt tic`° orn to surface vyawri or the xwd will result in an imnied-irate enforcement ent action that may include civil penalties,
irijuncti'vc refie , andor crinnual prosecution, 1 kviil make no claim against the Division of Water Resources should a cciizclit cant
of lis perrith be Ookitcd, 1 a€l,,o understand dial, if all requi e6 parts ofthis applAtAn powkage are not completed and thait if
all required supporting information and attac:, 3t rents are: not €rfc:l€ dod, tliis a ppihmtion padoge will be returned to stet° as
incomplete.
NOTE in accordance with CiL:nerail Stsattti ,1 v '" t y % and t 4t 3Mbt , any p Qi—son who 14.31owi igl y makes any false
,data=titcitt, Cc pit �t3t:iiltilt, iiC c.1'S!`:'ii.aBtiIn € t iii3 i p%pi!s ,itt.)g pac a'a 'bids he go, or can 2 3iiisclt;,f37i<Gli€or. which may
include is Ane ,stir to cxcoc d S I OS'1tt() at_, 4 ll a.=, c to it p i nji tick up to S25,000 per S i 1<a3vm.
=ignit i° € f
l"O2 i< v _p Page 5 of 5

1. Fast track application signed and copy
Z Check for $48O
3. Flow tracking acceptance
4. DEO Flow acceptance form isnot included since this isa re re-route
5. Letter from CFPUA of flow acceptance (O gpd)
6. Site Map
This sewer main extension is in association with the proposed North Waterfront Park that is to be built
in Wilmington, NC at 10 Cowan Street. The site is current undeveloped parcel that will be converted
into a park that will include a concert venue, playground, a private road extension and o public road
extension.
There currently is a Z4"gravity sewer main running through the site that would have major
implications nnthe site design. To resolve this, the main will be rerouted tothe east on Harnett
Street and then north on the new public road extension and tied into a existing manhole just upstream
of regional pump station. The proposed line will also be a 24"grav1ty main. For the public portion,
there will be no new flow added.

rhe National Map WILMINGTON QUADRANGLE WILMINGTON, NC
NORTH CAROLINA
:,US Topo 7.5-MINUTE SERIES 2016
91 19' Pp
166 MILS GN
11 39'
29 MILS
UTM GRID AND 2016 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
I Loland
1 2 3 2 Castio Hayno U.S. National Grid
3 Scotts Hill 100,00I Square ID
4 Winnabow
4 5 Wrightsvilto Roach TC
- ----- 6 Funstrin
6 7 8 7 Carolina Boach
8 Carolina Roach CIE E Grid Zone Designation
ADJOIHING QUADRANGLES 18S
I 10;R T H
CARCLINA;,-
QUADRAUGLE LOCATTOt
5
Horth American Datum of 1983 (HAD83)
World Goodotic Systont of 1984 (WGS84). Projection and
I 000-motor grid: Univorsat Transvorso Morcatru, Zono 18S
10 000-foot ticks: Horth Carolina Coordinate Systom of 1983
This map is not a toga( clocuniont. Boundarios may be
gorraralizod for this map scato. Privato lands within govornmont
rosorvations may not bo shown. Obtain permission boforo
ontoring privato lands.
Imagory.. ...... ...... ...IIAIP, May 2014
Roads..... ..... ...... . U.S. Consus Bureau, 2015 - 2016
Hamos ..........................................................GIGS, 2016
Hydrography.......,,...,.,.....tlationat Hydrography Datasot, 2014
Contours..,..... ... — .... -- ...... Hationat Elovation Datasot, 2008
Bormdarios.—........Multiplo sourcos; son motadata fitg 1972 -2016
Wottands ...... ...FWS National Woflands Invontory 1977 - 2014
Exprossway W.. Local Connector
Socondary Hwy Local Road
RampP, 4WD
VPIntorstato Routo 11 0 US Routo Stato Routo
PL—

From: Adam Pike <APike6Dsknwardnccom>
Sent Wednesday, June 5,2O19852AK4
To: Hunke|e,Dean
Subject: DE: [External] RE: Wilmington North River Park sewer apps pending VVO0040915 and
40916
Attachments: Fast Track Apppage 5pdtFTEApppublic page 5.pdf
Here isthe two appssigned. I'll have oseparate email 10Bernice tofigure out about the D"questions. I'll include you on
the email.
Adam Pike, PE
Project manager, Civil Engineering
DirecL9l9.8G6.48U5
Mobile [phone]
From: Hunke|e,Dean <dean.hunke|e@ncden/.gnu`
Sent: Monday, June 3,2O192:D2Pk4
To: Adam Pike<&Pike@stewarLinccom>
Subject: RE: [Exte/na|]RE: Wilmington North River Park sewer apps pending VVUUO4O915and 4O916
Correct. Top is for print name and title, then below with signature & date signed
DeanHunkeie
Environmental Specialist U
Water Quality Regional Operations Section
Division ofWater Resources
Department ofEnvironmental Quality
917.7957215 Reception Dek
910.796/380 Direct
910.350.2004 Fax
Wilmington Regional Office
137Cardinal Drive 6xt
Wilmington, mC284Os

From:
To:
Cc:
Bernice Johnson <[e-mail]>
Wednesday, June 5,2O19919/\M
Adam Pike
Hunke|c,Dean
[External] RE: Wilmington North River Park sewer apps pending VVQ0048915 and
40916
Yes, that iswhat islisted onthe application shown below.
Thanks,
Bernice S.Johnson, Senior Project Manager
235 Government Center Drive
Wilmington, 0C284O3
Office: 910.332.6620
Mobile: 910S08]165
Fox: 910,332.6353
From: Adam Pike<APike@stevvartinc,com>
Sent: Wednesday, June 3,2O199:1OAK4
To: Bernice Johnson <[e-mail]>
Cc: Dean Hunke|e<Dean.hunke|[e-mail]>
Subject: FVV:Wilmington North River Park sewer apps pending VVODO4O9lSand 4O9l6
Importance: High
Morning Bernice,
| been inconversation with Dean about his email below. I've gotten him the two appswith added signature. The 3m
item | figured would bebest tocoordinate with you toavoid anissue atcloseout. For the O"portion, I've included the
table lengths from the Private and Public from the FTE:
z

I'V SEWER MNIGN CRITERIA (if Appik"itA6 -
f�N a F i ?u - '-� �tv! kv ';�Cw"n ,,,1 tic pC'mrinct, I Y'r
SccTilon III & 'M A'IN, M'D' fiu'r Of """A -arln, r'�i'ou n-hw, to ot'-'d"pn -�ri"'juj
ZK "Acc$ '�onlzwlS 111
Vviate"d w n-onin'rum fiw,..TVA 'V &CkVcflf,�
McfShirg Urws to nice! niinimum sl(ipe requiref-atnt i� not Alavvtd and, a vioNtion arth, MIX"
Public
X 11, M, sf(�'N-GRITIF MIA (ItAppficab'el - 1--P A � iI; & I')j, Jj'" Sv k% k' �' N
1n 2 nnt ��-a ri Z" Ilk r 1,k, N� ""H
iv
,
se,nrlon i I It .,-moaina nd","- naw"'m t'o :-nnnbn'nlfll",
to mvet rnirlin'mfn �Iope rvquireTuea! is a ot al"oNktA 'and A Viokilion of the N1 M,
Dean was asking about the 8" portion for the public. I understand it to be the portion of the 8" lines that inside the
ROW. That number comes to 105' when I calculate. Just wanted to confirm we are on the same page. Please let me
know when you get a chance.
Thanks
Adam Pike, PE
Project manager, Civil Engineering
S'l Ru. N F 1111 % I) F, S I (,, N
Direct 919.866.4805

Office 919.380,8750
Mobile [phone]
223 S. West Street, Suite 1100, Raleigh, NC 27603
Find out why we are a
Visit us att
From: Hunkele, Dean
Sent: Monday, June 3, 2019 11:03 AM
To: Adam Pike < P'k
Subject: Wilmington North River Park sewer apps - pending WQ0040915 and 40916
Importance: High
Adam,
Sterling did not sign City app properly thus need revised signature page.
You did not sign/date the CFPUA's app thus need revised one for it too.
On the private City permit what is its line tying to, the proposed 8" or the relocated 24"?
Deana Hunkele
Environmental Specialist 11
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796,7380 Direct
910.350.2004 Fax
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
htt :/ideg.nc.Eov/contact/regional-officeswllmington
The goal of the Fast Track sewer permit program is to issue a permit in no more than. 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Con irmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be'founld oni the sewer perrnitMng site here: htt�?S:f�Q`eq.nC.�oy�a�outjU`€V45f�JnSJ'water-FeStXurLeS�Water-7"esOUrUes-
per mits/ Peres;collection-systeimits
5F1'ihe tG collection, S,rs enn Unn es listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
3