WQ0040056_Application (FTSE)_20210610

Central Files APS ___,_ SWP
5M/202t
Permit Number WQ0040056 Permit Tracking Slip
Program Category Status Project Type
No"r9charae In rewew Major modification
Permit Type Version Permit Classificatlon
Gravity Sewer Extension Pump Stations & Pressure Sewer Extensions ❑ individual
Primary Reviewer
tyler Benson
Coastal SWRule
Permitted Flow
96 640
Facility
Facility Name
The Landing at Lewis Creek Estates
Location Address
Owr er
Permit Contact Affiliation
MajorlMinor Region
Mlnar VkhImington
County
New Hanover
Facility Contact AIMiation
Owner Name Owner Type
Cape Fear Public Utility Authority Govemment - Municipal
Owner Affiliation
.lames R Flechtner
PE
235 Gcvemment Center Dr
DatesiEvents Wilmington NC 28403
Scheduled
Orig issue App Received Draft Initiated issuance Public Notice Issue Effective Expiration
711p12078 5612023

Gc P C❑NSULTIN
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX (gio) 799-6659
ro: pearl Hunkele
NC Division of Water Quality
32Cardinal Drive Ext.
Wilmington. NC 23405
EGEWE
MAY 0 6 2021
LMER OF TRAMSMMAL
/0 21 "O 201 -000
Dean Hunkele
*� Lewis Creek Phase a
Sewer Permit
WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items:
❑ Shop Drawings Permit Application ® Fee Check ® Plans ® Specifications
❑ Copy of Letter ❑ Change order ❑ Diskette ® Other
COPIES MCRIPTION
2 1 original, i copy of Fast -Track Application
a 8.5"Xi1" Color USGS Map & Street Level Map
1 $480 Review Fee Check
1 FTSE Form
1 Sewer Specifications
1 Narrative
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned forcorrections ❑ Retumcorrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER EOAN TO US
REMARKS:
COPYTO: File SIGNED:_- - Gaffy S. Pape, P.E.
If enclosures arc not as noted, krndfy notify us at once-

GSP CONSULTING
April 14, 2021
NCDEQ
Division of Water Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
c/o Dean Flunkele
Re: The Landing at Lewis Creek — Phase 2
WQ0040056 Modification
This Application is for a Public Sewer Extension Modification to add an additional 17 single family
lots to the existing Landing at Lewis Creek development (WQ0040056). This Application proposes
612 lineal feet of 8-inch C900 gravity sewer and a flow of 6,120 gpd. The proposed extension will
connect to the existing sewer that was installed with the Landing at Lewis Creek. Estates Development
(WQ0040056 ).
Please contact me immediately at [phone] or gpaN4e sp-consulfing.com if you have any
questions or require additional information.
Sincerely,
GSP CONSULTING. PLLC,
- �' C-. -
Garry S. Pape. P.L.
6626 Gafdon Road, UnitC Witmington, North Carolina 28471t tel:910•442•7870 fOK: 910-799-6659

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
IllvisIOn of Wxter ltesouMeS VIA 04.16 & SUPPORTING DOCUMENTATION
Application Number: _ no bccompinrd h, MR)
All items must he cantnleted or the annlieAtion will Le returned
1. APPLICANT INFORMATION:
1. Applicant's name: Cane Fcar Public Utility Authority WQUA) (company, municipality, HOA, utility, ctc.)
2. Applicant type; ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3. Signature authority's name: JeffTheberie, P.E per 15A NCAC 02T .0106(b)
Title: Engineering Manager
4. Applicant's mailing address: 235 Govemmgnt Center Drive
City: Wilmington State: N-C Zip: 82 403-_
5. Applicant's contact information:
Phone number: (210) 332-6¢7 Email Address: JcffThchcrge rrcfpua.or�
11. PROJECT INFORMATION.
I. Project name: The Landing at Lewis Creek Estates - Phase 2
2. ApplicationTroject status: ❑ Proposed (New Permit) ® Existing PermittProjeet
If a modification, provide the existing permit number: WQ0040056 and issued date: 07'
If new construction but part of a master plan. provide the existing permit number. tit�Q00
3. County where project is located: New Han, ovCr
4. Approximate Coordinates (Decimal Degrees}: Latitude: 43 1621' Longitude:-77.51�'.`
5. Parcel ID (if applicable): R04300.008-012-000
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: OM S. PaVq, PE License Number: 0313
Firm: G.SP Consuffine-PUC.
Mailing address: 6626-C Gordan R ad
City: Wilmington Stater Zip; 29411-
Phone number: [phone] Email Address: a er s-consulti om
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: James A. Loughlin Wastewater Treatment Plant Permit Number: 002.1965
Owner Name: Cape Fear Public Utility Authority CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (ifdiiietrnt than WWTF):
1. Permit Number(s): WQ40056 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicabic): WQCS
Owner Name(s): Cane Fear Public Utility Authority tCFPUA)
FORM: FTA 04-16 Page 1 of 5

Vl.
CUNERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached'
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to he sold, has a ela is Opera jona_tA eemcnt FORM, DrV been attached?
❑ Yes ❑No ®)VIA
3. If the Applicant is a Horn lP ert Owners' A ssociali n has an opgrational Aggerngril FOR • H A 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 preparationlservice
❑ Hotel andlor Motels
❑ School / preschool I day care ❑ Medica$ I dental I veterinary facilities
❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
❑ Swimming Poo1JF'iIter Backwash
❑ Businesses / offices I factories ❑ Nursing Home
❑ Other (Explain in Attachment)
S. Nature of wastewater: 1(Q 0% Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103 )
Is there a Pretreatment Program in effect?
[]Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14 ? ❑ Yes
❑ No
➢ If es rovide a co of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow .,b
No. of [hits
Flow
3 Bedroom Single Family
360 gal/day
17
6.120 GPD
gall
GPD
gall
GPD
gaP
GPD
gall
GPD
gal/
GPD
Toro[
6.120 GPD
See 15A )NCAC 02T .01 l4[b1. ld) [eid I ]and_{elt2} 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. 42A-4).
Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A N AC 02T.0114 shall
be determined using available flow data, water using fixtures, occupancy or operation pattems, and other measured data.
S. Wastewater generated by project: 6.120 GPD (per 15A NCAC 02T .0114)
> 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): Public extension f r Private Sewer main flow is be rmined with Private Sewer Apolicatiqla
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (IF Applicable) - 02T.0305 & AdDC (;r'xvit • Sewers :
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 612 C9s0
Section 11 & ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y 5ection [H contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vllll. PUMP STATION DESIGy CRITERIA (If Applicable)—OZT�0305 & MDC(Pump StationslF r e Ma
COMPLETE FOR EACH PIMP STATION INCLUDED IN THIS PROJE�
1. Pump station number or name:
2, Approximate Coordinates (Decimal Degrees); Latitude: _ Longitude: - p
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 Pump Station)'
Size (inches) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T _0305(hl(l :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
A 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 - ISA NCAC 02T
.0305(hg l)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .03a5(h)(1 XQ'
* 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 multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

1?C, SETBACKS & SF.PARATtONS — (02B ,0200 & tSA NCAC 02T .0305(f)).'
1, Does the project comply with all separations found in 15A NCAC 02T .0305(f)_&fiz ® Yes [:]No
9 15A NCAC 02T 0305M contains minimum se aralions that shall be nroviJed 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
Reclaimed water lines vertical - reclaimed over sewer
18 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 drinking water
100 fw
"Waters classified WS (except WS-1 or WS-V), B, SA, DRW, HQW, or 5B from normal
high water (or tide elevation) and wetlands see item 1X.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
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
An swimmin Dols
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305 ]_ contains alternatives where separations in 02T.0305(f) cannot be achieved.
9 —stream classifications can be identified using the Division's NC Surface Water Clas
sifications wcbp2ge
9 If noncompliance with Q2T.0305{f}�r Lis see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes []No ® NIA
➢ See the Division's draft separation requirements for situations where separation cannot be meet
Y No variance is required ifthe 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 1SA NCAC 02B .0200? 0 Yes ❑ No ❑ N/A
A 'this would include Trout Buffered Streams per 15A NCAC 213_0202
4. Does the project require coveragelauthorization under a 404 Nationwide or ❑ Y cs ❑ No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 OLL6) (additional permitslcertifications)? E Yes ❑ No
Per 15A NCAC 02T.0105fe)(61, 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 Iines that are deemed "high -priority?"
Per 1 SA NCAC 02T.0402, "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.
❑ Yes ® No ❑ N/A
If yes, include an attachment with details for each kw% including t}pe (atria] 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 02T.0403(a)(5) or the perrnitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X.
CERTIFICATIONS:
E_ Does the submitted system comply with 15A NCAC 02T, the Minimum De$ipn Criteria f9r eke Pgrn41irtg.4CE=p 5tMom
and Forv—Mdw..(Iaiest version.}, and the ¢ravID .&w Mjbirnum Dcsi_; = i rderia {latest YeLlipt1} as applicable?
® Yes ❑ Nn
ItNo, complete and submit the VariancdAltemative Design Request application (VADC 10.14) and supporting documents
for review. Approval of the Mgll ai is required prior to Submittal of the. Fast Track Application Ind sullyortip'
documents.
2. Professional Euginezrextirrcation:
r r — ._ _._ , c attest that this application for
(Professi-canter's name frnrn Application Item 111,1.)
has been reviewed by me and is accumle, complete and consistent with the information supplied in the plans, sperifimations,
engineering carcalations, and all other supporting documentation to the best of my knowledge• i further attest that to the best
of my knowledge the proposed design has been preparod in accordance with the applicable regulations, Gravay Sewer
Minimum Design Criteria for Gravity Sewers (Eatest version}, and the Minimum Design Criteria for the Fast -Trade
Permitting of Pump Stations and Force Mains (knelt version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-2154A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Clus 2 misdemeanor, which may
include a fine not to exceed T I0,U00, as well as civil penalties up to $'25,000 per violation.
r--- ETj11#N i7fT{ff
North Carolina Professional Engineer's seal, signature and date: r
.r
SEAL �.
0313}�
GINtif:.
3. Applicant's Certification per I SA NCAC 02T .0106(4-
} A ,�l 4,5,� a �anesi that this appl icatian For
(Signature! name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all requited parts of
this application are not completed and that if all required supporting documentaticn and attachments are not included. this
application package is subject to being returned as incomplete. 1 understand that any discharge oiwaslewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement nation chat may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete -
NOTE — In accordance with Genera] Statutes 1A2-215.6A and A4-215,6% 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 110.000 as well as civil penalties up to $23,000 per violation.
Signature
FORM. FTA 44-16
--
Date:�Z1
Page 5 of 5

X. CERTIFICATION&
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design -Criteria foI the Fartimitrg of Pump .S-.tativns
arld Fpt ]4�$till��jbte�.t version}. and the Grvij3.�kw"_ MiWMMM J�g4iS4 Gritetilt. [latest veraiaatt as applicable?
® Yes ❑ No
If No, complete and submit the VarianceJAkemadve Design Request application (VADC 1044) and supporting documents
for review. Approval of the reauest is rc^•'� 't ^"^� t� ■ubrnitril of the Feat Track Aonliuttoa and sttnp_adfut3
docu e _
2. Professional Engineer's Crrtifrcatiom
` attest that this application for
Professions n inetes name from Application Item 111-1.)
has been reviewed by me and is accurate, complete and consistent with the infornation supplied in the plans. specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 furEhcr attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of pump 5tarions and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
smtemem, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $1 UK as well as civil penalties up to $25,000 per violation_
North Carolina Professional Engineer's seal, signature, and date:
_ CL SEAL r' —
031315
3- Applicant's Certification per ISA NCAC 02T .0106(b):
l}t�r�£C7i ter; r_ 71T attest that this application for
(Signature Au&i V_'s name & title from Application Item 1.3.)
has been reviewed by me and is accurate and compiete to the best of my knowledge. C understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included. this
application package is subject to being retnrncd as incomplete. 1 understand that any discharge of wastrwater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that ruay include civil penalties,
injunctive relief, andlor criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. l also understand that if all required pans of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will he returned to
me as incomplete.
NOTE - la accordance with General Statutes ]43-21$,6A and ids.2i5.,6D, 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 $14.000 as well as civil penalties up to 525.000 per violation.
FORM; FFA G4-16 Page 5 of 5

DUI(R
State of North Carollns
Department of Environmental Quality
D"lon of Water Resources
Flow Tracking for Sewer Extension Applications
DiAi6ion of WjAw i<ewwrcorL
(F"TSE 10-18)
Entity Requesting Allocation: McAdams Homes LLC
Project Name for which flow is being requested: The Landing at Lewis Creek Estates
More than one FTBE may he n Vulred for a single project i f the owner of the Wil'TP is not responsOla for all pinup
ntmt ns along the, route of Me proposed warms-& er flow.
1. Complete this section only if you are the owner of the wastewater treatrnent plant.
a. WWTP Facility Name. James A. Lou Northside WWTP
b. WWTP Facility Permit #. NPDES NC 0023965
C. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent ofpermitted flow used
A11 flows are in MGD
16.000
3.692 _
10.661
0.006120
14.359
89.7
Il. 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:
(A)
(8)
CC)
Dmign
Obligated,
PUMP
pwnp
Average
Appr(m
Not Yet
Ste=
station
Firm
Daily Flow**
Current
Tnbtstary
(Name or
Permit
Capacity, *
(Firm t pt),
Avg. Daily
Daily Flow,
Number)
No.
MGD
MGD
Flow, MOD
MGD
89
NIA
14.583
5.833
4.457
1.296
(D)"($+C7
(P)=(A-D)
Tote! Current
Flow Plus
Obligated
Availahle
Flow
Capacity***
5.753
0.081
-The Firm Capacity {design flow) of any pump station is defined as the Maximum pumped Clow
that can be achieved with the largest pump taken. out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a pealting factor
(Pf) not less than 2.5, per Section 2.02(A)(4)(e) of the Minimum Design Criteria_
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is r 0.
Downstream Facility Name (Sewer): CaM Fear Public Utility Author tti-
Downstvam Permit Number:
Page l of 6
1=1�171�1 Iti

III. Certification Statement:
I Jeff neberge, CFPUA Eng. Mg certify t4 the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater 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 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 Sections I and II plus all attached punning assessment addendums for which i
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Title of Signing Official
Page Z of b
F'I'SE 10-18

97
96
95