WQ0034927_Application (FTSE)_20240618

Burd, Tina J
From: Burd, Tina J
Sent: Wednesday, June 19, 2024 8:45 AM
To: [e-mail];Jonathan McDaniel
Cc: Cocanower,Jordan M; Tharrington, Tom
Subject: WQ0034927 - Boyington Place Phase II
The Wilmington Regional Office of the Division of Water Resources, Water Quality Operations Section received the Fast
Track Sewer System Extension Application (FTA)and $600.00 fee for the subject project on June 18, 2024. The project
has been assigned to Jordan Cocanower, cc'd. Please note that the FTA has been revised and requests the applicant to
identify if this project is ARPA funded. If you omitted this information from the FTA, please contact Bryan Lievre, email
below, so that we can update our records. Otherwise,you will be contacted by the applicable staff member if additional
information is needed.
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Staff Reviewer Counties Served Contact Information
Tyler Benson Brunswick, Columbus, Duplin & Pender tyler.ben_soh_@deg_nc_gav
Jordan Cocanower Carteret, New Hanover&Onslow [e-mail]
Bryan Lievre I All-ARPA Projects Only bry _n,lievre�a�de.q.ncov
Tom Tharrington All—Coordinator, Please Copy on All Emails tom.tharrineton@deg n ov
1. Please provide a copy of the entire application in digital format to your assigned reviewer indicated above. The
application and drawings should be provided as separate files.
2. Please indicate in the subject line of the email the permit number(if available), name of the project,and county
where the project is located.
Please be advised that the construction of the proposed activities may not commence until the sewer permit is issued.
Best Regards,
Tina Burd
Administrative Associate 11
Wilmington Regional Office
Division of Environmental Assistance &Customer Service
Phone [phone]
New email: [e-mail]_v
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
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Boyington Place - Phase II
Sewer Narrative
May 2024
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Boyington Place Phase II is a proposed 123 unit Residential Townhome Subdivision in
the area between Hubert and Jacksonville in Onslow County. The 17.89 acre property is located
just North and adjacent to the existing Boyington Place (Phase 1) off of Boyington Place Drive
which connects to NC Highway 24 (Freedom Way). The purpose of this Modification to the
existing sewer permit(#WQ0034927) is to add the required sewer infrastructure and additional
allocation for Phase II (22,050 GPD). No changes are proposed regarding the previously
permitted sewer for Phase 1. Infrastructure for Phase II includes 2,039 LF of 8"gravity main and
13 manholes.
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ZAC&G Survey 6.0\22 Jobs\22454\Phase 11 Pemiits\DWR Sewer Permitting\SewerNarrative.5.1.24.doc

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Cocanower, Jordan M
I
From: Cocanower,Jordan M
Sent: Monday,June 17, 2024 8.42 AM
To: Wynne Ray; Jonathan McDaniel;Travis Pollock f
Cc: Burd, Tina J; Dwayne Brabble
Subject: RE: [External] RE: Fast Track Sewer Extension Application (Boyington Place II
Modification) - Incomplete Application
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Hey good morning.Thanks for the clarification,Wynne.That al[makes sense. I apologize for the late response,
have been out of the office the past week.
Jonathan, unfortunately I only have the single FTSE form for Piney Green PS. Do you have the Camp Lejeune FI-SE
on hand?
I appreciate your patience,
Jordan C
Jordan Cocanower
Biological Engineer
Department of Water Resources j
North Carolina Department of Environmental Quality
Office: [phone]
Address: 127 Cardinal. Drive Ext.,Wilmington NC 28405
4��DE
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Email correspondence to and from this address is subject to the
North Carolina Public Records Late and may be disclosed to third parties
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From: Wynne Ray<[e-mail]>
Sent: Monday,June 10, 2024 3:46 PM
To:Jonathan McDaniel <[e-mail]>; Cocanower,Jordan M <[e-mail]>; Travis
Pollock<[e-mail]>
Cc: Burd,Tina J <[e-mail]>; Dwayne Brabble <[e-mail]>
Subject: [External] RE: Fast Track Sewer Extension Application (Boyington Place II Modification)-Incomplete Application
Some people who received this message don't often get email from wray aC)onwasa.com. Learn why this is important
CAUTION: External emmail Do:not click links or open attachments unless verified 31eport suspicious emails with the Report Message
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Jordan,
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1. Section I. of the FTSE was not completed. Please provide a revised USE where Section I. is
fully completed. In addition, please use the most up-to-date version of the FTSE(attached
in this email).
We will get the ball rolling and you should have a project number for this project shortly after the
revised FTSE is received. Please reach out to me with any questions you may have. I appreciate
yourtime.
Jordan C
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Jordan Cocanower
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Biological Engineer
Department of Water Resources
North Carolina Department of Environmental Quality
Office: [phone]
Address: 127 Cardinal Drive Ext.,Wilmington NC 28405
�OyDE
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Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
e
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
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State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: MDO (to be completed by MR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: ONWASA(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑Individual ❑Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑Federal ❑State/County ®Municipal ❑Other
3. Signature authority's name:JEFFREY LOHR.PE per 15A NCAC 02T.0106(b)
Title: Engineering Manager
4. Applicant's mailing address:228 GEORGETOWN ROAD
City:JACKSONVILLE State:NC Zip:28540_ RECEIVED/NCDENR/DWR
5. Applicant's contact information: JUN 1 $ 2024
Phone number: (2_L0)937-7550 Email Address:jlohr�,onwasa.com
Water Quality Regional
11. PROJECT INFORMATION: Operations section
l. Project name: BOYINGTON PLACE PHASE II Wilmington Regional Office
2. Application/Project status: ❑Proposed(New Permit) ® Existing Permit/Project ❑ ARPA funded
If a modification,provide the existing permit number: WQ0034927 and issued date: 8/27/10,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ00
3. County where project is located:ONSLOW
4. Approximate Coordinates(Decimal Degrees):Latitude: 34.7161° Longitude:-77.2986°
5. Parcel ID(if applicable): 003571 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer:JONATHAN L.MCDANIEL License Number: 37928
Firm:TIDEWATER ASSOCIATES INC.
Mailing address:604-E CEDAR POINT BOULEVARD
City: CEDAR POINT State:NC Zip:28584-
Phone number:[phone] Email Address:imcdaniel a tidewaterenc.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Onslow Water&Sewer Authority Permit Number: W00034927
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0034927
2. Downstream(Receiving)Sewer Information: 8 inch M Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS gQMq
Owner Name(s):
FORM:FTA 10-23 Page ] of 5

V1. 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. 1 f the Applicant is a Developer of lots to be sold,has a Developer's Operational AP
reement(FORM:DEV)been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
[:)Yes [-]No ®N/A
4. Origin of wastewater:(check all that apply):
® Residential(Individually 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 %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ❑No
➢ If yes,provide a cow of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow n,n No.of Units Flow
Townhouse Residence(2 bedroom) 150 gal/day 75 11,250 GPD
Townhouse Residence(3 bedroom) 225 gal/day 48 10,800 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 22,050 GPD
a See 15A NCAC 02T .0114(b), (d),(e)(1)and (e)(2) for caveats to wastewater design flow rates(i.e. 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.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:22,050 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
Z Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑Flow has already been allocated in Permit Number: Issuance Date:
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM: FTA 10-23 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8" 2,039 G L.P. C900
➢ Section 11& 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: 0 Longitude:- °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.0 IC.l.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM:FTA 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(g)? ®Yes ❑ No
15A NCAC 02T.0305( contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
2Water mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
2Water 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,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 or WS-V),B,SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as W L. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f)or(g),see Section X.1 of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(I)cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaaee
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ®Yes ❑No ❑N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑No
Y This includes Trout Buffered Streams per 15A NCAC 26.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
Y Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. 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 must be 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.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑Yes ®No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siplion,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
l. 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?
®Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the anproval of the permit and proiects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project the full technical review is required
2. Professional Engineer's Certification:
1, Jonathan L.McDaniel,P.E. ,attest that this application for Boyington Place-Phase 11
(Professional Engineer's name from Application Item I I I.I.) (Project Name from Application Item 11.1)
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 of my knowledge the proposed design has been prepared in accordance with the applicable
regulations, 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 143-215.613, 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. Misrepresentation of the
application information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,
may subject the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
H CAgo,
.........................y.11- itr. ....................................:
North Carolina Professional Engineer's seal,signature,and date: �•�� '�,
4 SEAL (/
= 37923
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1,71d qQ sj I gInr,.PF��,q�r. ,attest that this application for a�„,�Q.l,.n,� 'i� a ���c
(Signature Ai 11 ity Name from pplica n Iten 3.) (Pr ject Njine from Application Item IL 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I 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 returned as incomplete. 1 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,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 snakes 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.
Signature: Date: `T•Z✓•Z027�-
I'ORM: FTA 1 Page 5 of 5

State of North Carolina
Department of Environmental Quality
i Division of Water Resources
OhNI011 Of Mi(rr RC%O l,l t•, Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: ONWASA
Project Name for which flow is being requested: Bo in ton Place Phase II
More than one FTSE may be required fora single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flaw.
I. Complete this section only if you are the owner of the wastewater treatment plant. RECEivEDiNCDENRiDWR
a. WWTP Facility Name: French Creek WWTP
b. WWTP Facility Permit#: NCO063029 J U N 18 2024
All flows are in MGD
c. WWTP facility's permitted flow 15 WaterOualltyRegional
Aerations Section
d. Estimated obligated flow not yet tributary to the WWTP 0.0005 Wilmington Regional Office
e. WWTP facility's actual avg. flow 4.4
f. Total flow for this specific request 0221
g. Total actual and obligated flows to the facility 4.422
h. Percent of permitted flow used 29%
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity,* (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
*The Firm Capacity (design flow)of any pump station is defined as the maldmum 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,per Section 2.02(A)(4)(c)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<0.
Downstream Facility Name(Sewer): ONWASA
Downstream Permit Number: WQ0034926
Page 1 of 6
FTSE l 0-18

F
11I. Certification Statement:
!
I Talia Prendergast 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 I
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 j
those items listed above in Sections I and 11 plus all attached planning assessment addendums for which 1 j
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.
_ ~"aL&s j—faal;t _ 21 AN 7024 _
Signing Official SignaAbre Date I
yt Fn4IVkrfAr I
Title of Sign g Official 1
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Page 2 of 6
FFSE 10-18

Cocanower, Jordan M
From: Cocanower, Jordan M
Sent: Wednesday, June S, 2024 1:03 PM
To: [e-mail]'
Cc: Burd, Tina J
Subject: Fast Track Sewer Extension Application (Boyington Place II Modification) - Incomplete
Application
Attachments: FTSE 10-23 O.docx
Mr. Mcdaniel,
am writing to you regarding the Fast Track Sewer Extension application for the Boyington Place II Modification.A
preliminary review has found that the application package is incomplete. Please provide the following so that this
project may be accepted into the Fast Track Program:
• Section 1. of the FTSE was not completed. Please provide a revised FTSE where Section I. is fully
completed. In addition, please use the most up-to-date version of the FTSE(attached in this email).
We will get the ball rolling and you should have a project number for this project shortly after the revised USE is
received. Please reach out to me with any questions you may have. I appreciate your time.
Jordan C
Jordan Cocanower
Biological Engineer
Department of Water Resources
North Carolina Department of Environmental Quality
Office: [phone]
Address: 127 Cardinal Drive Ext.,Wilmington NC 28405
M�rmE eesa.ueh
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
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ASSOCIATES ,TIDEWATER
ENGINEERS • SURVEYORS • PLANNERS
EST.1961
CEDAR POINT, NORTH CAROLINA RECENEDMCDENR/DWR
MAY 0 6 2024
water Quality Regional
Operations Section
Wilmington Regional
May 1, 2024
VIA MAIL & EMAIL RECEIVED/NCDENR/DwR
Mr. Tyler Benson
NCDEQ—Water Resources JUN 18 2024
127 Cardinal Drive Extension
Wilmington, NC 28405-3845 Water Quality
tonaln
operations
Wilmington Reglonaltoffice E: Boyington Place—Phase II
Onslow County,NC
Sewer Permit Modification Submittal
Existing Permit#: WQ0034927(Phase I)
Mr. Benson:
Please find enclosed the following items related to the above referenced project submittal:
1. One (1) completed Checklist/Instructions for Fast Track App and one (1) copy
2. One (1) original Fast Track Application Form and one (1) copy
3. One (1) original Flow Tracking Form and one (1) copy
4. One (1) Check#43285 in the amount of$600.00 for the Application Fee
5. One (1) copy of NC Secretary of State information for ONWASA
6. One(1) copy of the Final Eng. Certification for Existing Permit#WQ0034927 (Ph. I)
7. One (1) color copy of the Camp Lejeune USGS Map
8. One (1) color copy of the Aerial Map from Onslow GIS
9. One (1) copy of the Sewer Narrative
If you have any questions or need any additional information,please contact me.
Sincerely,
TIDEWATER ASSOCIATES, INC.
Justin J. Cosgrove, PE
xc: Mr. Dwayne Brabble (entail w/enclosures)
CP#22454
Z:\C&G Survey 6.0\22 Jobs\22454\Phase 11 Permits\DWR Sewer Permitting\Benson.BoyingtonPlacePh2.SewerPermit.Mod.05.1.24.doc
604E Cedar Point Blvd. I Cedar Point, NC 28584 1 [phone]
Firm License Number F-0108 I www.tldewaterenc.com

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Weg Mancor, LC
Project Name for which flow is being requested: Bo in ton PIace Phase II
More than one FTSE may be required for a single project if Ilse owner of the WWTP is not responsible for all pomp
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit#:
All flows are in MGD
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 .0221
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current Flow
Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm/pt), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Piney WQ0032377_ 5.76 2.3 .3865 .218 .6044 1.6956
I
Boyington WQ0034926 1.872 .7488 .0127 .0221 .0348 .7267
* 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 Flow is the firm capacity of the pump station divided by a peaking factor
(po 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
between the project connection point and the WWTP where the Available Capacity is< 0.
Downstream Facility Name (Sewer): ONWASA
Downstream Permit Number: WQ0034926
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I certify to the best of my knowledge that the addition of
the volume o 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 I1 plus all attached planning 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.
?3.Z6Z4
i Of l Si nature Date
Tit of SigningJOfficicd
Page 2 of 6
FTSE 10-18