WQ0038826_Application (FTSE)_20181121

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10/25/201$:=z yr y
Permit Number WQ0038826 Permit Tracking Slip
Program Category
Status Project Type
Non-discharge In review Major modification T
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Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations,&Pressure Sewer Extensions D Individual
Primary Reviewer
P }
ermit Contact Affiliation ..=.,.
dean.hunkele
Coastal SWRule
Permitted Flow
29,160
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Facility
Facility Name Major/Minor Region
Kaylies Cove Subdivision Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
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Owner
Owner Name
Owner Type
Cape Fear Public Utility Authority Government-Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events
Wilmington, NC 28403
Scheduled
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Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/7/2016
10/25/2018
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egullatd ActivitiesRequested Meceived Events j
Subdivision
Additional information regUested
Wastewater collection Additional information received
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STROUD ENGINEERING, P.A.
102-D Cinema Drive
Wilmington, NC 28403
DATE O �� JOB NO.
[phone] ATTENTION
TO NC PF-q RE:
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WE ARE SENDING YOU ❑ Attached 0 Under separate cover via the fo-Mo e s:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
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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 for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO __ _ ---- •-----.__-- -._
SIGN
If enclosures are not as noted,kindly notify us at once.

STROUD ENGINEERING, R A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON,NORTH CAROLINA 28403
WWW.STROUDENGI NEER.COM
LICENSE NO.C-0647
October 25, 2018
NCDEQ
Attn: Mr. Dean Hunkele
127 Cardinal Drive Extension
Wilmington,NC 28405
Re: Sewer Main Extension
Kaylies Cove Subdivision Phase 4
WQ0038826
Dean:
Please find the attached application and supporting documents for extending sewer mains to
provide service to the proposed 31 lot subdivision located off of Piner Road.
This proj ect will have an average daily sewer flow of 11,160 GPD and an average daily water
demand of 12,400 GPD. All lots are to be afforded gravity sewer services. We are proposing to
construct:
• 1,595 if of 8" sewer gravity main
• 820 if of 6"water main
• 800 if of 2"water main
Thank you for your attention to this matter. Please let me know what additional information you
will need to process this request. Do not hesitate to contact me with an questions or concerns.
p q Y
Respectfully,
David L. Menius, P.E.
Stroud Engineering, PA
107B COMMERCE STREET 102D CINEMA DRIVE 3302C BRIDGES STREET
GREENVILLE,NORTH CAROLINA 27858 WILMINGTON,NORTH CAROLINA 28403 MOREHEAD CITY,NORTH CAROLINA 28557
252.756.9352 910.815.0775 252.247.7479

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division/ Water Resources
FTA 04-16&SUPPORTING DOCUMENTATION
W"3eyfebl;'�_
A lication Number. to be com leted b DWR pp ( p y )
All items must be completed or the application will be returned
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I. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority(company,municipality,HOA,utility, etc.)
2. Applicant type: ❑ Individual El Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
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El Federal ❑ State/County ❑ Municipal ® Other ,,, :
3. Signature authority's name: Matthew Tribett,P.E. per 15A NCAC 02T.0106(b�
Title:Engineering_ Manager
4. Applicant's mailing address:235 Government Center Drive .iP
City: Wilmington State:NC Zip: 28403-
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5. Applicant's contact information: �� } �rt
Phone number: [phone] Email Address:[e-mail]_ J�
II. PROJECT INFORMATION:
1. Project name:Kaylies Cove
2. Application/Project status: ❑Proposed(New Permit) E Existing Permit/Project
If a modification provide the existing permit number:W 0038826 and issued date: 10/26/2017
If new construction but part of a master plan,provide the existing permit number: WQ00
i
3. County where project is located:New Hanover
4. Approximate Coordinates(Decimal Degrees): Latitude: 34.1358' Longitude: -77.8925'
5. Parcel ID(if applicable): R07600-004-079-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David L.Menius License Number: 35677
Firm: Stroud Engineering,P.A.
Mailing address: 102 D Cinema Drive
City: Wilming_to_n State:NC Zip: 28403-
Phone number: [phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: M'Kean Maffitt Southside WWTP Permit Number:NCO023973
Owner Name: Cape Fear Public Utilfty Authori CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ0038826 Downstream(Receiving)Sewer Size: 8 inch
System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s): CFPUA
FORM: FTA 04-16 Page 1 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?
❑Yes []No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEV)been attached?
❑ Yes E]No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement(FORM:HOA)been attached?
El Yes ❑No ®N/A
4. Origin of wastewater: check all that apply):
g (
®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: 100%Domestic/Commercial %Commercial
%Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect? ❑Yes ❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? El Yes E No
➢ If,Yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No. of Units Flow
3 Bedroom Residence 360 gal/Day 31 11,160 GPD
gal/ GPD
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gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 11,160 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and(e)(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.42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data,water using fixtures,occupancy or operation patterns, and other measured data.
8.Wastewater generated by project: 11,160 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
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❑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:
El Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other(Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 1595 PVC
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➢ Section II&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 slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: Longitude: - °
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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) Length(feet) Material
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6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(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:
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❑ Portable power source with manual activation, quick-connection receptacle and telemetry- 15A NCAC 02T
.0305(h)(1)(C)
or
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❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.03 05(h)(1)(C): j
➢ 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.
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FORM:FTA 04-16 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g), E Yes ❑No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Require d.
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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water 100 feet
**Waters classified WS(except WS-I or WS-V),B, SA, ORW,HQW,or SB 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 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
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Drainage systems and interce for drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f)cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f)or(g), see Section X of this application
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2. Does the project comply with separation requirements for wetlands?(50 feet of separation) E Yes ❑No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes ❑No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ®Yes ❑No
➢ Wetland-related permits shall be requested,obtained,and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 &Buffer Permitting Branch
5. Does.project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0105(c)(6), 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 15A 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 E No
➢ 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 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version), and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
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® Yes ❑No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
I, s., attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
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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 Stations 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 I 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 143-215.6B, 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$10,000,as well as civil penalties up to$25,000 per violation.
North Carolina Professional Engineer's seal,signature,and date: ��` G A.-R
g g � �
MOW
SEALwow
�- 36677
pop
41
/46
01�1� i
............................... ........
3. Applicants Certification per 15A NCAC 02T.0106(b):
I,_C aC&
f' _attest that this application for
(Signature Authority'- ame&'fitle froih Applicati-a.61 Ite I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of j
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 any discharge of wastewater from this non-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
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injunctive relief, and/or criminal prosecution. I 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 General Statutes 143-215.6A and 143-215.6B, 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
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include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
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Signature: Date: L 101al
FORM: FTA 04-16 Page 5 of 5

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State of North Carolina
r` F y Department of Environmental Quality
Division of Water Resources
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Flow Tracking/Acceptance for Sewer Extension Applications
1v#**,- .I ii of%V Ater Resources
(FTSE 04-16)
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Entity Requesting Allocation: Bill Clark Homes of Wilmington, LLC
Project Name for which flow is being requested: Ka lie's.Cove(Piner.Run Phase 4
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More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
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I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: M'Kean Maffitt(Southside)WWTP
b. WWTP Facility Permit#: NPDES NC 0023973
AU flows Zows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.024
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.011160
g. Total actual and obligated flows to the facility 10.079
h. Percent of permitted flow used 84.0%
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 WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm/p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
126 0.354 0.093 0.000 0.042 0.042 0.051
69 4.065 1.506 0.900 0.683 1.583 0.078
The Firm Capacity 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 Flow is the firm capacity of the pump station divided by a peaking
factor(pf)not less than 2.5.
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<0.
Downstream Facility Name(Sewer): Cape Fear Public.Utility Authority
Downstream Permit Number: WQ0038826
Page 1 of 6
FTSE 04-16

III. Certification Statement:
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I Matthew Tribett,CFPUA Eng.Mgr certify to 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 planning assessment addendums for which I am the responsible party. Signature of this
form ind' ates acceptance of this wastewater flow.
C .
Signing Official Signature Dale
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FTSE 04-16

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PLANNING ASSESSMENT ADDENDUM(PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is<0.
Pump Station(Name or Number):
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Given that:
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C)accounts for
43%total flow % and 0.683 MGD of the Available Capacity(E)in Pump Station
and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately
MGD per year;and that
c. A funded Capital Project that will provide the required planned capacity,namely
Motts Creek PS Upgrade is in design or under construction with
planned completion in TBD ; and/or
d. The following applies:
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Therefore:
Given reasonably expected conditions and planning information,there is sufficient justification to
allow this flow to be permitted,without a significant likelihood of over-allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
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215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste !I
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disposal system.
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K*gnikdOfficial Signature IDate
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FTSE 04-16