WQ0045918_Application (FTSE)_20241014

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
[phone] • [e-mail]
October 14, 2024 HPceived
NCDEQ OCT 14 2024
Division of Water Quality NCUEQ
127 Cardinal Drive Ext. Wilmington Regional orrice
Wilmington, NC 28405
Attn: Tyler Benson
Re: Sidbury Sewer
New Hanover County, NC
TE 24006
Dear Mr. Benson:
Enclosed please find one (1) original and one (1) copy of the fast-track
application, flow tracking/acceptance form, calculations, topo map, street map, and check
to cover the application fee for the above referenced project.
We are proposing 892 if of 6" gravity sanitary sewer, 2091f of 2.5" SDR 21 PVC
and 56 if of 3" SDR 9 HDPE private force main to tie into an existing 12" force main
running along Sidbury Road and one pump station on the project site. We are requesting
flow of 5,850 gpd to provide sewer service for 26 single family 3-bedroom homes along
Sidbury Road and existing gravel access.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Phillip G. Tripp, P.E.
PGT:dcb
Enc.

i
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer& Pump Stations/Force Mains) and that plans,specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T,15A NCAC 02T.0300,Division policies,and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process(must be submitted for full technical review):
i Projects that do not meet any part of the minimum design criteria(MDC)documents;
Projects that involve more than one variance from the requirements of 15A NCAC 02T;
Pressure sewer systems utilizing simplex septic tank-effluent pumps(STEPS)or simplex grinder pumps;
i Simplex STEP or simplex grinder pumps connecting to pressurized systems(e.g.force mains);
Vacuum sewer systems.
General—When submitting an application,please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time,and may result in return of the application. Unless otherwise noted,the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy(second copy may be digital)of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be"Nvet ink"or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description(Required for All Application Packages):
® List all items included in the application package,as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served,flow allocation required,etc.
i Include the permit number/status of any other required sewer permits(downstream/upstream)
If necessary for clarity, include attachments to the application form.
If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the cover
letter and in parentheses under Project Name(Section II.1.of the application).
C. Application Fee(All New and Modification Application Packages):
® Submit a check or money order in the amount of$600.00,dated no more than 90 days prior to application subm ittal.
Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
® Submit the completed and appropriately executed application.
i If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business �N ith the
North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters,agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional En ig neer.
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page I of

® The Applicants Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T.0106(b). Per
15A NCAC 02T .0106(c),an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T.0106(b).
E. Flow Tracking/Acceptance Form(Form: FTSE 10-23)(If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(al.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE.
F. Site Maps(All Application Packages):
® Submit an 8.5-inch x 1 I-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
General location of the project components(gravity sewer,pump stations,&force main)
Downstream connection points and permit number(if known)for the receiving sewer
® Include an aerial location map showing general project area(such as street names or latitude/longitude)so that Division staff
can easily locate it in the field.
G. Existing Permit(Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit,items to be
added,and/or items to be modified(the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan(Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1),submit documentation of power reliability for pumping stations.
iw This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant(see 15A NCAC 02T .0106(b))or proposed contractor,
stating that"the portable power generation unit or portable. independently-powered pumping units,associated appurtenances
and personnel are available for distribution and operation of this pump 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.(Required at time of certification)
1. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T.0115(a)(1)provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Progcm, Owners' Associations
❑ Per 15A NCAC 02T.0115(c),submit the properly executed Operational Agreement(FORM: HOA).
❑ Per 15A NCAC 02T.01 15(c),submit a copy of the Articles of Incorporation.Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T.01 15(b).submit the properly executed Operational Agreement(FORM: DEW
For more information, osit the Divisions collection si-stenrs website
INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION Page 2 of 3

ING ALL SUPPORTING
THE COMPLETED APPLICATION PACKAGE INCLD APPROPRIATE REGIONAL OFFICE ION AND
MATERIALS, SHOULD BE SENT TO THE
REGIONAL OFFICE
ADDRESS COUNTIES SERVED
_ 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee,
Asheville Reaional Office
Water Quality Section Swannanoa, North Carolina 28778 8211 Macon,rMad son, McDowell, Mitchell,Polk son,
[phone] Rutherford, Swain, Transylvania,Yancey
[phone] Fax
_ 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Fa etteville Reaional Office
Water Quality Section Fayetteville, North Carolina 28301-5095 Sampson, Scotland Moore, Robeson, Richmond,
[phone]
[phone] Fax
Center Avenue Alexander, Cabarrus, Catawba, Cleveland,
Mooresvil 610 E. Cen
le Re Office Gaston, Iredell, Lincoln,Mecklenburg, Rowan,
Water Quality Section Mooresville, North Carolina 28115 Stanly, Union
[phone]
[phone] Fax
3800 Barrett Drive Chatham, Durham, Edgecombe, Franklin,
Raleigh Reaional Office Raleigh, North Carolina 27609 Granville, Halifax,Johnston, Lee, Nash,
Water Quality Section [phone] Northampton, Orange, Person,Vance,Wake,
[phone] Fax
Warren,Wilson
943 Washington Square Mall Beaufort, Bertie, Camden, Chowan,Craven,
Washington Reaional Office Currituck, Dare, Gates, Greene, Hertford, Hyde,
Water Quality Section Washington, North Carolina 27889
[phone] Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt,Tyrrell,Washington,Wayne
127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New
Wilmington Reaional Office Hanover, Onslow, Pender
Water Quality Section Wilmington, North Carolina 28405
[phone]
[phone] Fax
W. Hanes Mill Road Alamance,Alleghany,Ashe,Caswell, Davidson,
450
Winston-Salem Reaional Office Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Water Quality Section Winston-Salem, North Carolina 27105 Stokes, Surry,Watauga,Wilkes,Yadkin
[phone]
[phone] Fax
Page 3 of 3
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the ai mlication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: First Marine Properties. LLC(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: Jason Vaughn per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 4932 Oleander Drive
City: Wilmington State: NC Zip: 28403-
5. Applicants contact information:
Phone number:[phone] Email Address: firstmarinepropertiesCcgmail.com
II. PROJECT INFORMATION:
1. Project name: Sidbury Sewer
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ00 and issued date:
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:New Hanover
4. Approximate Coordinates(Decimal Degrees): Latitude: 34.329308" Longitude: -77.863648`
5. Parcel ID(if applicable): 1101900-002-008-002 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Phillip G.Tripes License Number: 17374
Firm: Tripp Engineering
Mailing address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401-
Phone number:(910)763-5 100 Email Address:officesAtrippenainec]'I MU.com
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name: James A. Laughlin WWTP Permit Number:NCO023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving)Sewer Information: 12 inch D Gravity X Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority
FORM: FTA 10-23 Page ] 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 Developers Operational Agreement(FORM: DEV)been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement (I-'ORM: 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. Hasa flow reduction been approved under 15A NCAC 02T.0114(fl? ❑ Yes ®No
i If yes,provide a cony of flow reduction ainroval letter with this annlication
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Floi� 10. of Units Floe
26 single family 3 bedroom homes 75 galibedroom 78 5,850 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 5,850 GPD
a See 15A NCAC 02T .01 14(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.0I 14(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: 5850 GPD(per 15A NCAC 02T.01 14 and G.S. 143-215.1)
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 inforniation indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Pen-nit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewersl:
1. Summarize gravity sewer to be permitted:
feet Length Len
Size(inches) h (feet) Material
6 560 C-900 PVC
6 332 CL 51 DIP
Section 11&Ill 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
PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
]. Pump station number or name: 1
2. Approximate Coordinates(Decimal Degrees): Latitude: 34.328743` Longitude:-77.863660°
3. Total number of pumps at the pump station:2
3. Design now of the pump station: .0094 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): 30 gallons per minute(GPM)at 160 feet total dynamic head ("rDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length (feet) Material
3 56 SDR9 HDPE
2.5 209 SDR 21 PVC
If any portion of the force main is less than 4-inches in diameten please identify the method of ids eduction per
MDCPSFM Section 2.01 C.l.b. ®Grinder Pump ❑ Mechanical Bar Screen ❑ ease Other(p specify)
6. Power reliability in accordance with 15A NCAC 02T 0305(hl(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 1 SA 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:
and is
e with the station.
Include documentation that the portable sourcededicated towned o multiple le pump star contractedtions..an evaluattion of all the pump stations'storage
If the portable power source or pump is P
of the portable power source or pump, including travel timeframes,shall be provide
capacities and the rotation schedule
as part of this permit application in the case of a multiple station power outage.
Page 3 of 5
FORM: FTA 10-23

IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. 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 sewer systems:_
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'--Water mains(vertical-water over sewer preferred, 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 11 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 WL. 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.I of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)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 webpage
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
. 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?
. 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-priorit}'?" ❑ Yes ®No
Per 15A NCAC 02T.0402."high-priority sewef' means any aerial sewer,sewer contacting surface waters,
siphon, 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.
11 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 1`-:� 'NCAC 02 I.the 'Minimum Design Criteria for the Permittins� oi'Pump Stations
and Force Mains Ilatest version). and the G)a\it-\ Se\\er Minimum Design Criteria (latest \ers)on) 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 mill b_a issued
concurrenth with the approval of the permit and proiects requiring a variance approval may be subiect to longer
a
review times. For ro'ects re uirin two or more variances or where the variance s determined by the Division to be a
si nificant portion of the project the full technical review is required.
2. Professional Engineer's Certification:
1 Phillip G. Tripp, PE ,attest that this application for
Sidbury Sewer
(Professional Eneinaer•s name fi-om:Wlication Item lll.l.)
(Project Name from Application Item IL 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. 1 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 S25,000 per violation. Misrepresentation ofthe 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 56 070])--------__
------ a �tt l l r r t�pre 1
North Carolina Professional Engineer's seal,signature,and date: ®4<4 ���CARO��i,,�
F6ss/p
C)
.•'q. 9�
SEAL
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ls7374 ^ ,
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
Jason Vaughn Sidbury Sewer
1. 9 .attest that this application for
tSignatwe Authority Name from Application item L,.)
(Pmject Name from Application Item IL I)
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. I understand that any
discharge of wastewater fi•om 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. 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
lino information and attachments are not included.this application
package are not completed and that if all required suppor
package w ill be returned to me as incomplete.
NOTE — In accordance with General Statutes 143 15.6A and 14 -31 f.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 mad
include a fine not to exceed S10.000 as well as civil penalties up to S25.000 per violation.
Date: fp�21�30
Si=mature:
Page '; of;
FORM: FTA I U-23

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: First Marine Properties, LLC
Project Name for which flow is being requested: Sidbury Sewer
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.
1. Complete this section only if you are the owner of the wastewater treatment plant. 1
a. WWTP Facility Name: James A. Loughlin(Northside)WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.00
d. Estimated obligated flow not yet tributary to the WWTP 5.173
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.005850
g. Total actual and obligated flows to the facility 15.840
h. Percent of permitted flow used 99.0
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) (F)=(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/po, 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 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,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): Cabe Fear Public Utility Authority
Downstream Pen-nit Number:
Page 1 of 6

111. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mir. 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 1 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.
Signi igIt Si ature Dat Zi
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Title of Signing Official
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