WQ0038060_Application (FTSE)_20201204

Permit Number WQ0038060
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
201,067
Facility
Facility Name
RiverLights Development Sewer
Location Address
Owner
Owner Name
Cape Fear Public Utility Authority
Dates/Events
Central Files: APS _ SWP
11/20/2020
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
K Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Or
Wilmington NC 28403
\\— 113 Scheduled T_y$ket
Orig Issue App Received Draft Initiate_ d._,_.. Issuance_ Public Notice_._ .Issue_ Effective. Expiration
®

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DNlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. babe ompracd nc wa it)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicanf s name: Cape Fear Public Utility Authority (company, municipality, HOA. utility, etc.)
2. .applicant type: ❑ Individuat ❑ Corporation ❑ General Partnership ❑ Privately -Owned Puhhc Utilitv
❑ Federal ❑ State/County ❑-blunicipal ❑ Other
-. Si_nature authority s mane: Jett Theberge. PE per I �.A NCAC 0-1 0106thi
Title: Engineering Nlanager
4, Applicant', mailing address: 235 Government Center Drivc
City: Wihnington State: ANC Zip:28403-
5. Applicant's contact information:
Phone number (9)1�0 332-6673 Email Address: [e-mail]
IL PROJECT INFORbL1TION
I. Project name: Riverl.idus Development- Conventional Phase 2
_. Application/Project status: ❑ Proposed (,New Permit) ® Existing Permit/Project
If it modification, pro Me the existing permit number: W00038060 and issued date: 12/1 I/1-019
If new construction but part of a irmstet plan. provide the existing permit number: WQ(IIJ
3. County Where project is located: Nesv Hanover
3. Approximate Coordinates (Decimal Degrees): Latitude: 14,157 Longitude: -77.93E
5. Parcel ID of applicable): R07000-006-009-000
(or Parcel ID to closest downstream sewer)
HE CONSULTANT INFORM AIJON:
I. Professional Engineer: Kativyn Espinoza, PE License Number: 040171
Fit'm: McKim & Creed. Inc
%tailing address: 243 N front St
City: W'ihnington State: NC Zip: 2S401-
Phone nwnher: [phone] Email Address: kecpinozaCtimekinureed.corm
IN. N'ASTENVA UER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facilm Name: %IKean Maf tt (Southside) WWTP Permit Nmnber: NPDES NC 0023973
Qwnet Name: Cape Fear Public Utilitv Authoritc
N. RF.CEIV'ING DOW NSTREANI SEN%ER INFORMATION (if different than WWTF):
I. Permit Numbensi: Wk 00038060.JQD Downstream (Receiving) SewnSize 10 inch
Ssa..n P fie S).tent Penni; 'AOCS
Owner Name(sr Cape Fear Public Utilitv ALItlanItp
FORM: I I A 04-16 Pm,e I of

N'1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, ]ILLS a Certificate of Public Coneenience and Necessity been attached''
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Deczigpu < Operational :Aereement i POR.MD[ ', ) been attached'?
❑ Yes []No ®N/A
3. It the Applicant is a H rr dPropertc OmrersAssociation ha, an Opu:uion tl A ,�reemcnt t 1'0RYI: HO.A) been attached?
❑ Yes ENO ®N/A
d. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Retail (.stores. centers, mulls)
❑
Cur Wash
❑ Residential Leased
❑ Retail faith food prcparation/sery ice
❑
Hotel and/or Motels
❑ School / preschool / day cure
❑ Medical / dental / veterinary facilities
❑
Swimming Pool /Cluhhouse
❑ Food and chink facilities
❑ Church
❑
Swimming Pool/Filter Backwash
❑ Businesses / offices / factories
❑ Nursim* Home
❑
Other (Explain in Attachment)
?. Nature of wastcwater : 100 9i Domestic/Commercial
e: COminel'elal
S4 Industrial (See I SA NCAC 021 .0103('00
L-----*Is there a Pretreatment Program in effect? ❑ Yes ❑ NO
6. Has a flow reduction been approved under I5.A NCAC II_T_01 14(ft'. ❑ Yes ® NO
If yes, provide a copv of flow reduction approval letter
7. Swnmahze wastewater generated by project:
Establishment Type (see 02T.011-1U))
Daily Design Flow
No. of Units
Flow
Residential
360 gal/day
10
3600 GPD
"al/
GPD
gal/
GPD
gal/
G13D
eal/
GPD
gal/
GPD
Toml
i600 GPD
See I5A NCAC 0' 1 .0114,1,1 tdi, iet( I ) and iei(_) for caveats to wastewater design NOW rates (i.e.. minimum tknv per
dwelling; proposed unknown non-residential development uses: public access facilities located near high public use areas:
and residential propeity located south or east of the Atlantic Intracoastal Waterway to be used US vacation rentals as clefined
in G.S. 42 A-dl.
b Per 15A NCAC 621' .01 I4(c). clesign flow rates for establishments not identified din table ISA NCAC 03TDI 141 shall be
determined using available flow data_ water using fixtureS. Occupancy Or operation patterns. and Otlit er measured data.
8. Wastewater generated by project: 0GPD(Pei I5A NC AC 0'T . 0114)
Do not include luture flows or InCvIOuSly permitted allocations
If permitted Flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow avill be permitted in subsequent permits that connect to this Line
❑ Flow Itus already been allocated in Permit Number:
❑ Rehabilitation or replacemcm of exIzOI a sewer with ❑o neck flow expected
❑ Other (Explain):
FORM FTA 04-16 Puge 3 of 5

YIt. GRAVITY SEWER DESIGN CRI"FERIA (If Applicable) - 021.0305 & VIDC (Gracitr SeNcers):
I. Smnnmrize gas to see%er to he permitted:
Size (inches) Length (feet) Material
Section H & III of the YIDC for Permittin_ of Gravity Sewers contains information related to design criteria
Section III contain, information related to minimum slopes for gravity sewer(,)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
N 111. PUNIP STATION DESIGN CRITERIA (If Applicable) — 02'r .03115 & 1IDC (Pump Stations/Force Nlainsr
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Deereesi: Latitude: - Longitude: -
_ . Desien tlosv of the pump station: millions gallon, per day (firm capacity-)
d. Operational point(V of the pump(,): gallons par minute at feet total dynamic head (TDH)
5. Summan/e the foire main to be permitted (for this Pump Station(:
Size (inches) I Length (feet) Material
G. Power reliability in aecordanec filth l , A ,M A( O' 1 ,n30i(hp l 1:
❑ Standby poto-er source or pump with automatic activation and telemetry 15A VCAC 0'T .03051ht( I )(B):
Required for tdl pump ,latIOil I kith ❑n aserane daily floss greater then or equal to I5.000 gtdlons pc day
Slum he permanent to facility
Or if the pump station ha, un uveraL1e chtily tk,tt ley, than 15.000 2allons pet da%.
❑ Portable poVner source vkith manual activation. quick -connection receptacle and tclemetry - 15A NCaC II'T
.0305(h)(I AI
or
❑ Portable pumpine unit with plugged emergency pump connection and teleinetry - I SA NCaC 02T .0305(h )( I )(C):
It shall be denion,mated to the Div i,ion that the port isle source i, owned m contracted by the applicant (draft mmecmenU
and i, compatihle with the station.
If the portable power source or pump is dedicated to multiple pump ,tntinns. an Caluation of all the pump ;cation,' ,roses
cdpacitic, and the rotation schedule of the portahle poker source or pump, including tno cl timefruntc,. ,hall be provided
in (ha cme of a ❑whiple slauon power oulaae.
I ORM F I 04-1 b Pa,,e 3 of 5

Ix. SETBACKS & SEPARATIONS — (0211 .0201) & 15A NCAC 02'r .0305(f)):
Does the project comply with all separation, found in 1 sA NC. -AC 02_1 .03IFt I) & (,,i ® Yes ❑ No
15A NCAC 02T.0305(t') contains minimum separations that shall be provided for sewer s"tetns:
Setback Parameter"
Separation Re[ aired
Stone 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 t
10 feet
Reclaimed water lines (vertical - reclaimed over Sewer)
13 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
* Any private or public water supply source. including any wells, W S-I waters of Class I or
Class 11 impounded reservoir used as a wurce of drinkine water
100 feet
*'"W'ateis classified WS (except WS-1 of WS-V). B, SA. ORW. HQW', or SB bom normal
high water (or tide elevation) and wetlands )see item IX.'_)
i0 feet
-'Any other stream. lake, impoundment, or ground water lowering and Surface drainage
ditches
10 feet
Anv building foundation
? feet
Anv basement
10 feet
Top slope of emhankment or cuts of'_ feet of more vertical height
10 feet
Drainage systems and inteice. for drains
5 feet
Anv wimming pook
10 feet
Final earth grade (vertical)
36 inches
I SA NCAC WT.030i1 e i contains alternatives where separations in 021 .0105(f) cannot he achieved.
"`Stream classifications can be identified using the Division's NC' Surface Water Classilicutions webpww
If noncompliance with 02T .0U05(f) of ). See Section X of this application
2. Does the project comply with separation requirements for wetlands° (50 feet of separation) ® Yes ❑ No ❑ N/A
I 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 utilir_ed in design and construction
As built documents should reference the locution or areas effected
3. Does the project compl%y with setbacks found in the river basin m1eS per 15 A NCAC 026 .0'00! ® Yes El No ❑ N/A
This would include i'rout Buffered Streams per 15 A NCAC M.001
4. Does the project require coverage/authorization under a 404 Nationwide of ® Yes ❑ No
individual permit, or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permitting Brunch
5. Does project comply with I s A N(',aC 02T.01051ct(0) (additional permits/certlrications)' ® Yes ❑ No
Per 6A NCAC 02T.01 directly related emrironmental permits or certitication applications are being prepared. have
been applied for, of have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans. stonnwater management plans. etc.).
6. Dori this project include any sewer collection lines that are deemed "high -priority'."
Per I i_A NCAC 021 ,040'. "high -priority sewer'- means '"any aerial sewer, Sewer contacting surface waters. siphon. or Sewer
positioned parallel to su'eambanks that is subject to ennion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
If yes, include an attachment with detail, 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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System-W'ide Collection permit.
FORM: FTA 04-16 Page 4 o1 5

X. CERTIFICATIONS:
I. Dues the submitted System comply with sAN( AU of I. the Vlininaun De,i_n Criteria tol [he POrmhnnE ul Puunp Station,
and Pore VI'll ts date,t ,eni<,n I. and the (_milli Se\ccr MinlnwIII De,inn L}ire IY.a alate t ter,i'mi as applicable"
® Y'es ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC I0-14) and supporting documents lot
reticw. Approval of the request is required prior to submittal of the Fast Track application and supporting documents.
2. Pnate„ional Eneineer's Certification:
Kathryn Espinoza, PE
I. _ attest that this application For
(Professional Engineer's mune from .Application Item ILL I.)
has been reviewed by me and is accuate. complete and consistent kith the inPurnaatiun supplied in the plans. speciticatiuns.
engineering calculations, and all other supporting documentation to the best of nav knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Gravity Sewer
Minimum Dcsien Giteria for Gravity Sewers (latest version). and the Minimum Design Criteria for the Past -Track Penninine
of Pump Stations and Force Mains (latest version). Although other profeS,ionall may have deteloped certain portions of this
aubmittad package. inclusion of these materials under my signature and seal signifies that I hate retietted this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statute, I43=_'15.6A ind I43-212.613. any person who knus+inel) makes any false
statement. representation. or certification in any application package shall be guilty of a Class 2 misdemeanor, which naa%
include a fine not to exceed S 10,000. is well as civil penalties up to 525.000 per tiolanion.
North Carolina Professional Engineer's seal, signature, and date:
_. Applicant s Certification [let ISANCACO2T.0106(b):
Jeff Theberge, Engineering Manager attest that this application for
(Signature AuthoritN', name & title from Application Item 1.1.1
has been retiev+ed by me told is accurate and complete to the best of mp knowledge. I understand that if all required parts Ot
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 ant di char,,e of wa,tewatter from thi, non-
diScharee systcna t0'urface wavers or the land will result in ;ua Immediate enforcement action that nr.1y include civil penalties.
injunctive relief. and/or criminal prosaeution. I will make no claim ,gain( the Division of Water Resources should a condition
of [his permit be tiolated. I also understand that if all required port, of this application package are not completed and that if
all required xµ)porzing informaliun and attachments the not included, this application package will be returned to me an
incomplete.
NOTE — to accordance Stith General Statutes I43--'1; (,A and 13;-'t).613. ant Pelson who knottinJy male, .any lake
statement. representation, or certitcaion in any application package 'hall he gaits of a Class 2 misdemeanor. which mat
include a tine not to eeceed S 10,000 a, well a, civil penalties up to S'5.000 per halation.
Sienuturc Date: 1 1 /4/2020
FORM: FTA 04- 16 Pd,c S ul5

a
Dlsislon of Water Resources
State of North Carolina
Department of Environmental Qualitp
Division of Water Resources
Flow "Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: NNP IV - Cape Fear Riper, LLC
Project Name for wkhich fknc is being requested: RightsLiahts - Convetional Ph 2
.tlore than one FTSE nmm be required for a .tingle project if the owner of the W W"TP is not respous'ible /ur all ptnrgt
stations along the route of the proposed wustmater 11mv.
I. Complete this section only if aou are the owner of the wastewater treatment plant.
a. WVTP Facility Name: li'Kean Maffitt (Southside) W'WTP
b. WWl'P Facility Permit �: NPDES NC 0023973
All flunvc are in MGD
c. WW''tl' facility's permitted Now
12.000
d. Estimated obligated Ilow not yet tributary to the W \W IT
2.642
e. 1VW"I P facilitc's actual aye. Flow
8.044
f. Total flow for this specific request
0.00,600
,!. Iotal actual and obligated flows to the facilitc
10.69
h. Percent of permitted flow used
89.1
11. Complete this section for each pump station you are responsible for along the route of this
proposed
wastewater Clow.
List pump stations located hemccn the project connection point
and the W'WTP:
(a) (b)
I( (D)=(B+(`)
(F)=(A-D)
De,inn
k%erage Approv
Obliuited.
Pump Pump Dail} Current
Agot Aet total Curent
Station Station Firm Floe' .Ass. Daily
11ihtaar� Flow Plus
tAmue or Permit Capacit}. * (Finn ph. Flow,
Dailv Flov}. Ohligated
.A%ailable
Swnher) \o. IIGD MGD MGD
MGD Floss-
Capacit:**'°
22 AVQ0038060 1.462 O.TI9 0.0 0?90 0?90 0.129
The Firm Capacity (design flow) of any pump station is defined its the maximum pumped flow
that can be achieved with the largest pinup taken out of service.
Design Average Daily Flow is the firm capacity of the pump station divided by 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 .A%ailable Capacity is < 0.
Dottnstrcam I-aeility Name (Sewer): Cape Fcar Public Utility :Authoritc
Do"nstream Permit Number:
Pw-,e I of 6
I IS11 10-18

lll. Certification Statement:
I Jeff Theberge. CPPL`A Fm,.. Nlu certify to the hest of my knowledge that the addition of
the volume of 4astewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facilih and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
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 Section's I and Il plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form eertities that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Otfii ial
Engineering Manager
Title ofSigning Official
11 /4/2020
Date
Pw,e 2 ol'6
I ISE 10-18