WQ0039228_Application (FTSE)_20201203

Permit Number WQ0039228
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted FloW
116,640
Facility
Central Files: APS _ SWP
11/20/2020
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
D
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
RiverLights Conventional Phases 3 and 4 Minor Wilmington
Location Address County
New Hanover
Owner
Owner Name
Cape Fear Public Utility Authority
Dates/Events
I I ' � Scheduled
Orig Issue App Received Draft Initiated Issuance_ _ _ Public Notice
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Wilmington
Ts sc.Q_j P--3-2c-'L o
Issue __ __... Effer-fiva

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
Application NmmbG no be a,mpictnt be 1)v'R I
All items must be completed or the application will be returned
1. APPLICAN'P INFORMATION:
I. Applicants name: Cape Fear Public Utility Authority (company, numicipahty, HOA. utility, etc.)
2. Applicant type: ❑ Indiaidual ❑ Corporation ❑ General Partnership ❑ Pm ately-Owned Public Utility
❑ Federal ❑ State/Countv ® Municipal ❑ Other
3. Signature authority s name: Jeff Theberge. PE per I i A N( AC 0-' f 0 iwikh)
"Title: Enkineerins N'IanaJer
4. Applicant's mailing address: 235 Government Center Drive
City: W'ilmim*ton State: NC Zip: 2&103-
5. Applicants contact information:
Phone number: [phone] Email Address: Jeft.Theberae Ccfoua.ora
11. PROJECT INFORMATION
I. Project name: Riverl-iehts Deyelooment- Conventional Phase 3-4
2, Application/Project StulLN ❑ Proposed (New Permit) ® Esisttn_ Permit/Project
If a modification, provide the existinl- permit number: W'Q003921_8 and issued date: 03/I5/201 S
If new construction but pan of a master plan. Provide the existing permit number: �FQOO
3. ( ounty where project is located: New Hunover
4. Approximate Coordinates( Decimal Degrees;: Latitude: 34,157 Longitude:-77.933
5. Parcel ID til applicable): R07000-006-009-000
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION
I. Professional Engineee Kathryn Espinoza, PE License Number: 040'71
Firm: McKim & Geed. Inc
Mailime address: 243 N Front St
City: WN ihmineton State: NC Zip: 28401-
Phone number [phone] Fined Address: kespino/a C2mckinterced.com
IY. 1Y'AS-FEwATER TREATMENT FACILITY t WWTF) INFORMATION:
I. Faciiay Name: M'Kam Maffttt (Southside) W'WTP Permit Number: NPDES NC 00-'3973
Owncr Name: Cape Pear Public Utiliry Authority
Y. RECEIVING DOW NS FREAM SE%%ER INFORMATION (if different than WNW" I'F):
I. Permit Numberts): W038919 Doscnstrcam (Rece'mm,) Sewer Size 10 inch
1}_,[an �A ldc_C. Iiccui�n Ss.ten: I'um]A_n uberi.� WQCS -
Owner Name(,). Cape Fear Public Utility .Authority
I OR,M: Fi-.A 04-I6 I'aae I of

VL GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility. has a Certificate of Public Comemience and Necessity been attached'?
❑ Yes ONO ®N/A
'. If the Applicant is a Developer of lots to be sold, has a Develgpzfs OperaionaI Agreement ii FOORll DEV) heen attached?
❑ Yes ONO ®N/A
3. If the Applicant is a Honte/Pmpertc Owners' As-sociuuon, has an Olviationil Aereement 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/sery ice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / vcterinary facilities ❑ Swinnning Pool /Clubhouse
❑ Food and chink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 1001'ti Domestic/Commercial %Commercial
Sic Industrial (See I>A NCAC 071 .01031_10))
Is there a Pretreatment Progiant in effect? ❑ Yes ❑ No
6. Has a Flow reduction been approved under IiA NCAC 01_T 01 1410! ❑ Yes ® No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(r))
Daily Design Flow °-"
No. of Units
Flow
Residential
360 gal/clay
10
3600 GPD
Lill/
GPD
gal/
GPD
gal/
GPD
gill/
GPD
gal/
GPD
Tom!
3,600 GPD
it See 15A NCAC 01_T .0114(1,)(d). Ic)t I ) and (eN3) 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.4_A---4).
b Per I5A NCAC 02T .01 14(c), design flow rates for establishments not identified tin table ISA NCAC 02T.01 141 shall he
determined using available flow data, water using fixtures, occupancy or operation patterns. and other measured data.
8. Wastewater generated by project: 0 GPD (per ISA NCAC II'_T 01 14)
Do not include future flows or previously permitter) 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 (8.yplain):
FORM: ETA 04-16 Pa_,c 3 of 5

YIt. GRAYYITY SEIAER DESIGN CRITERIA (If Applicable) - 02 ..030; & JIDC' (Gravity Seylerst:
I. Sunnnurize LravitV se%aer to be Pei niucd:
Sae [inches) Length (feet) Material
Section II & III of the MDC for Pei Titling of Cnavity Sewers contaim information related to design criteria
Section III contains information related to mini stunt slopes for graitc sewer(s)
Oversizing lines to meet minimum slope requirement is not alloned and a violation of the MDC
N HE PUMP STATION DESIGN CRITERIA (If Applicable) - t12T .0305 & 3IDC (Pum) Stations/Force Mains[:
COMPLETE FOR EACH PUbIP STATION INCLUDED IN THIS PRO.IEcT
I Pump station number of name:
2. Appro.x I mute Coordinates (Decimal DeLiees): Lutltude: Longitude: -
_. Design tlow° of the pump station: millions gallon, per day (firm capacity)
T. Operational points) of the pump(,): gallon, per minute of feet total dynamic head (TDH)
5. SanmaliZC the torce stain to he permitted (for tliis Pump S(xtion):
i
Size (inches) Length (feet) Naterial
0. Powu reliabilin in accordance with I, V M AC 0't U �o,(hu( I r.
❑ Standby pM)er source or pump with autornatic icov anon and telenetry - 15A NCAC 02 1'.030 (h)(U(B)_
Rcyuncd for all pump stations with an overage da11v Ilow greater than or equal to 15.000 ";)Ions per dn}
S hiSt be permanent to fucilit}
Or it the pump station has an averaLe did flow less than 15,000 _allon, per dav:
❑ Portable power source with manual activation- quicl. connection receputele and talemetry - 1 iA NCAC I1_1T
.03p5(11)( 1 )(C)
mr
❑ Pornhle pumpioe unit with plugged emergencti pump connection and telentetry - 1 iA WAC 02T .03(5(h a I )(C):
It Shull be demonstrated to the Division that the portable ,ounce is awned or Contracted by the applicant (draft agreensnU
and is compatihle mth the station.
If the portable power Source or pump i, dedicated to muitiple pump stations, Lin evaluation 4u11 the pump sntions'storale
capacities ;nd the rotation schedula of the portable poker soma or pump. inCluding travel timefrmnes. shall be provided
In the Case of a multiple station power outage.
I'OR,A1 FTA 04-16 Pase 3 of?

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(f)):
I. Does the project comply with all separations found in I J.A VCAC 0_'1- .0305(t) & (ei
SA NCAC (1'T (now, rnntnins minimum separations that shall be urovided for sewer systens:
® Yes ❑ No
Setback Parameter =
Separation Rec aired
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical-wuter over sewer including, in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**An) private or public water supply source. including any wells. WS-I waters of Class t or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
'`°Waters classified W'S (except WS4 or WS-V). B, SA. ORW. HQW, or SB from normal
high water (or tide elevation) and wetlands (see item CY.'_)
50 feet
=""Any other stream, like, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Anv basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical heig,ht
ET
10 feet
Drainage systems and intercepfor drains
5 feet
Any swimming, ools
10 feet
Final each grade (vertical)
36 inches
I.iA NCAC O'_T.0305i g,i contains alternames where separations in 02"1 0305(fi cannot he achieved.
`Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
If noncompliance with t1Tl'.0305-f) or t,). see Section N of this application
2. Does the project comply with separation requirements for wetlands'.' (50 feet of separation) ® Yes ❑ No ❑ N/A
Seethe Division's draft separation requirements for situations where separation cannot be meet
I No variance is required if the alternative design criteria specified is utilised in design and construction
As built documents should reference the locution of areas effected
;. Does the project comply with setbacks found in the river basin rules per II �A NCAC 02B .0'00? ® Yes ❑ No ❑ N/A
This would include Trout Buffered Streams per I5A NCAC 'B.02_0'
4. Does the project require coverage/authorization under a 404 Natiomvide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications'.
Information can be obtained from the 401 & Butfer Pe mining, Branch
5. Does project comply with I �A NCAC 011'.0105m(o) (additional permits/certifications)'. ® Yes ❑ No
Per 15A NCAC 02T.010�t c)(6), directly related environmental pennies or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this per 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 �A NCAC 02"f.O40'. "high -priority sewer means "any aerial sewer, sewer contacting surface waters. siphon. or sewer
positioned parallel lu sueambanks that is subject to erosion that Undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
If yes, include an attachment with details for each line, including type (aerial line. size, material, and location).
High prim•ity lines shall be inspected by the permittee or its representative al least once every six -months and inspections
documented per I5A NCAC 02T.040-i(a)(5) or the permitce's individual System-W'ide Collection permit.
FORM: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
I. Doe, the submitted .V,tern compl} with I,A N( AC 0"F. the Minimum Dc,i m Criteria tot the Pcrmntin_ oiI Puiml Station,
and Pone Kenn, i latest �ersuml_ and the Gl,o in Sewel Mininuant De,1211 Criteria i latesta a, applicable°
® ),es ❑ No
If No. complete and whmit the 6ariance/Altename Deign Request application I A'ADC. 10-14) and supporting doeuntents For
review. Approaal of the request is required prior to submittal of the Fast Track application and supporting documents.
2. Notc,sional Engineer's Ccrtificatiun:
Kathryn Espinoza. PE
guest that this application For
(Profesiunal Engineer ', name from application Item Ill.I
has been reviewed hp me and is accurate. complete and consistent with the information ,applied in the plans. specifications,
engineering calculation,, and all other supporting Line Lime n Lin ion to the hest of my knoMedee. [ further auest that to the hest
of my knowledge the proposed design has heen prepared in accordance Leith the applicable regulations. Gravit} Seiner
Minimum Design Criteria for Gravity Sewers (latest version), and the NIininuun Design Criteria for the Fa,t-Truck Petitioning
of Pump Stations and Force stains (latest version). Although other profes,ional, Wray hate de,,eloped certain portions of thi,
,ubmitnl package. inclusion of these materials under mp signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed dc,ign.
NOTE — In accordance with General Statutes 143-'_Id.6A and 143-215.6B. am person who knowingly snake, anv Else
,t:nemenL representation. or certification in any application package shall he _wiltV or a Class 2 misdemeanrn. which may
include a fine not to eeceetl `S 10.0t10. a, well as civil penalties up to Q5.000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
.. Applicants Certi Ficanon per I?,A NCAC 021 .0106(h):
I Jeff Theberge, Engineering Manager attest that this application for
iSignuuarc Au11101ny s name & title from Application Item 1.3.)
has been re,,iewed by me and is accurate and complete to the he,t of my knowledge. I understand that it Jl required part, of
thi, application are not completed and that if all required uipporting dncumenmtion and attachments are not included. t1n,
application paekage i, subject to heing returned as incomplete I understand that an% discharge or wa,tew:uer flow this nun-
dl,Charfle system to surface waters (it the land will result in Lin immediate enforcement action that may include CM] penalties.
injunctive relief. and/or criminal prosecution. I will make nu claim against the Di,,i,ion of Water Reumrre, should a Condition
of this permit be ciulated. I ako un&Tr sand that if all required parts of this application paekage are not completed and that if
all required ,Uppor1in1' information and ainwhntent, are not included, this application package will he returned to Tile au
incomplete.
NOTE: — [n accordance with General Statutes I III hA and 14L ' 1 i H3, an, per,on Lcho knrwinglc makes any False
,tatement, repre,enmtion. or certilcution in anc ,application package shall he guilty of a Class , misdeineunor. which nwv
Include d tine not to e,,ceed S 10.000 a, well d, Jo ll penalties up to S'_-,.000 per Liolmion.
Sienuture: ` /zz,�aA 11!4/2020
FOR.SI: FfA 04-16 Pace I Lit i

Divislon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Lntity Requesting .Allocation: NNP IV - Cape Fear Riser, LLC
Project Name for which tlow is being requested: RiserLights - Conventional Ph 3 & 4
More than one FTSE roar be requiredfor a single project if the owner of the 11,"16TP is not responsible fur all ptunp
statiotts along the route of the proposed wastewater /Imc.
I. Complete this section onI% it') OU are the owner of the wastewater treatment plant.
a. WW`TP Facility Name: (vl'Kcan %laftitt (SOnthside) W'W'TP
b. WW'l P FaeilitN Permit -�: NPDLS NC 0023973
c. VJWTP facility's permitted Ilow
d. Estimated obligated Flow not set tributarN to the W'W'TP
e. W'W IT facility's actual avg. Flow
f. Total Flow for this specific request
L. Total actual and oblieated Flows to the facility
It, Percent of permitted Blow used
,-Ill flow.v are in HGD
12.000
1646
8.044
0.00 3600
10.693
89.1
II. 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 W'W'TP:
Pump
Pump
Station
Station
Firm
(Name or
Permit
('apacity.
]umber)
No_
MGD
76
'A00035061
5.616
(A)
(11)
(C)
(D)=(B+()
(t:)=(.4-D)
Design
\cerage
Approx.
Obligated.
Dail%
Current
Not Yet
Dotal Cunent
Ilowl—,
\se. Daih_
I ribuu m
Flos4 Plus
IPirm pll.
Floss.
Dail% Floss.
Obliaated
\sailuble
.NIGD
SIGD
AIGD
Ito"
Capacity'"r`
2.246
1.033
0.668
1.693
M5
- The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
'* Design Average Daily Floss is the firm capacitc of the pump station divided b% a peaking factor
(pt) 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
bemeen the project connection point and the W WTP where the .available Capacity is <0.
Downstream Facility Name (Sewer): Cape Fear Public Utility ALIthorik
Downstream Perinit Number:
1, 1 o f 6
I Itil IU-18

III. Certification Statement:
I Jeff Thcbcr,e, CFPUA L ne, klgr certif}to the best of my knowledge that the addition of'
the volume of wastewater to he permitted in this project has been evaluated atom; the route to the receiving
tivastewater 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 cn route to the Neck ill
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 ststem or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
11 /4/2020
Of ( iul Sicouture Date
Engineering Manager
Title gf.Si;ning Official
Paee 2 of 6
I I'SF 10-18