WQ0042228_Application (FTSE)_20210121

RECEIVED
DEQIDWR
JAN 1 1 2021
ISAAC
"Division of Water Reso r mrETTEUIo tk,i%
State of North Carolina
Department of Environmental Quality
Division of Water Resources
F.0300 FAST I'RACKSEWERSYSTEM EXTENSION APPLICATION
Id' I. i FORM: FTA 04-16 & 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 and that plans, specifications and supporting documents have been prepared in accordance with, I5A
NCAC 02T, I5A NCAC 02T.0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with I5A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This world include plans, design
calculations, and project specifications referenced in I5A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be/available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in I5A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
> Projects that require an environmental assessment in accordance with 15A NCAC IC .0100;
A Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of I5A NCAC 2T;
> Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ 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 of Application and Supporting Documents
el Required unless otherwise noted
R. Cover Letter (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.
➢ Ifnecessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
ID Submit a check or money order in the amount of S480,00 dated within 90 days of application submittal.
> Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
el Submit the completed and appropriately executed application.
➢ 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 with
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 filet) with the Register of
Deeds in the county of business.
(211 The Project Name in Item 11.1 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, scaled and dated by a North
Carolina licensed Professional Engineer,
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with I5A NCAC 02T .0106(b).
Per I5A NCAC 02'1' .0106(c), an alternate person may be designated as the signing official if it delegation letter is
provided from a person who meets the criteria in I5A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
• Submit the completed and executed F'1'SE 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 oust 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 ofa project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
- Location of the project (gravity sewer, pump stations & force main)
D Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
O Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
1-1. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T .0305(h)(t), submit documentation of power reliability for pumping stations.
D This alternative is only available for average daily Flows less than 15,000 gallons per day
Y 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 I5A 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
tintefrantes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T_0115(a)(11 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
O 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.
Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ 1-fomc/Properly Owners' Associations
❑ Per l5A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per I5A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per I5A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEVL
For more information, visit the Division's collection systems website
INs'rRucTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Raleigh Regional Office
1628 Mall Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Water Quality Section
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Berta, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section .
Wilminaton Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T.0300— FAST'CRACIC SEWER SYSTEM EXTENSION APPLICATION
°'Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: VV&UV"fg7lvq) (to becompretcdbyDWR)
All items must be completed or the application will he returned
I. APPLICANT INFORMATION:
I. Applicant's name: Citv of Dunn (company, municipality, 1-IOA, utility, etc.)
2. Applicant type: 0 Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
0 Federal ❑ State/County ® Municipal 0 Other
3. Signature authority's name: Steven Neuschafer per I5A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: PO Box 1065
City: Dunn State: NC Zip: 28335-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
1I. PROJECT INFORMATION:
1. Project name: Widen 1-95 to 8 lanes from Suring Branch Rd to north of Highway 42I(NCDOT Project I-58781
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.29° Longitude: -78.60°
5. Parcel ID (if applicable): Along 1-95 Corridor
(or Parcel ID to closest downstream sewer)
11I. CONSULTANT INFORMATION:
1. Professional Engineer: Randy McNeill License Number: 10117
Firm: Davis Martin Powell & Associates
Mailing address: 6415 Old Plank Rd
City: High Point State: NC Zip: 27265-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATERTREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Black River WWTP Permit Number: NC0043176
Owner Name: City of Dunn
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ__ Downstream (Receiving) Sewer Size: Various inch
System Wide Collection System Permit Number(s) (if annlicable): WQCS
Owner Nante(s): Citv of Dunn
FORM: ETA 04-16
Page 1 of5

VI. GENERAL REQUIREMENT'S
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ZN/A
2. tf the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Flome/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that
® Residential Owned
0 Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
apply):
Retail (stores, centers, malls)
® Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See ISA NCAC 02T .0I03(201)
❑ Car Wash
® Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
1 > Is there a Pretreatment Program in effect? ® Yes
6. Has a flow reduction been approved under I5A NCAC 02T .01140)? 0 Yes ® No
If yes, provide a copy of flow reduction approval letter
7.
•
ize wastewater generated by project:
❑ No
Establishment Type (see 02T.01I4(f1)
Daily Design Flow "A'
No. of Units
Flow
gal/
0 GPD
Replace ex, Dunn gravity and force amain
sewer in conflict with 1-95
gal/
GPD
Roadway Project - NO NEW FLOW
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Toted
0 GPD
a See ISA NCAC 02T .0114(b). (d). (el(I) and (e)(2) for caveats to wastewater design flow rates (i.c., 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 ISA NCAC 021' .0114(c), design Clow rates for establishments not identified [in table I5A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 0 GPD (per I5A NCAC 02T .0114)
Y 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
0 Other (Explain): _
FORM; FTA 04-16
Page 2of5

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
3901
PVC, DI
12
1492
PVC
16
1974
DI
18
1352
DI
i- 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: - .
3.
4.
Design flow of the pump station: _ millions gallons per day (finn capacity)
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
20
988
FPVC,DI
6. Power reliability in accordance with I5A NCAC 02T .0305(h)(I):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(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 Tess than 15,000 gallons per day:
0 Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)( I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T .0305(h)(1)(C):
Z 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.
FIRM' FTA 114-IA

FORM: P'I'A 04-16
IX. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T.0305(t)):
1. Does the project comply with all separations found in I SA NCAC 02T .0305(f) & (a)
2,
C s thin shill be rovided •fo• sewer systems:
j Ycs ❑ No
NUM: 15A NC: U2 t .U.SWtqm COalna Inutlnr[[nt Sepala mn p
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
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 II impounded reservoirs used as a source of drinking water
100 feel
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, f[QW, 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
Drainage systems and interceptor drains
5 feet
Any swimming pools
l0 feet
Final earth grade (vertical)
36 inches
> I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
Y **Strewn classifications can be identified using the Division's NC Surface Water Classifications webnage
• if noncompliance with 02T.03050) or (g) see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No 0 N/A
> 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
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I5A NCAC 02B .0200? ® Yes ❑ No 0 N/A
> This would include Trout Buffered Streams per 15A NCAC 2E3.0202
4.
Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Y information can be obtained from the 40I & Buffer Permitting Branch
5. Does project comply with I5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Ycs 0 No
Per I5A NCAC 02T.0105(c)(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, stornnvater management plans, etc.).
❑ Yes ®No
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 strcambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ 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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I5A 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?
jYes 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:
Randy L. McNeill of Davis Martin Powell & Associates attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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, 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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I5A NCAC 02T .0I06(b):
1, Steven Neuschafer, City Manager
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
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,
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. 1 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.
attest that this application for
NOTE — In accordance with General Statutes I43-215.6A and I43-215.613 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 notex ed410,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: zeiJub fA;;0
FORM: PTA 04-16
Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Dunn
Project Name for which flow is being requested: NCDOT Project I-5878
More than one FTSE may be required for a single project if the owner of the I3'IFTP is not responsible for all pump
stations along the rode of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Black River WWTP
b. WWTP Facility Permit #: NC0043176
All flows are in MGD
c. WWTP facility's permitted flow 3.750
d. Estimated obligated flow not yet tributary to the WWTP 0
e. WWTP facility's actual avg. flow 2.624
f. Total flow for this specific request 0.0
g. Total actual and obligated flows to the facility 2.624
h. Percent of permitted flow used 70.0%
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 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***
Eastside 3.310 1.324 0.824 0 0.824 0.50
* 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): Various collection system lines
Downstream Permit Number: Various prior permits all to Eastside PS
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Steven Neuschafer 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 al . Signature of this form certifies that the receiving collection system or treatment
works has a cf/�gi $pacityto transport and treat the proposed new wastewater.
Signing Official Signature
Steven Neuschafer, City Manager
Title of Signing Official
z1 j �Nr..Zzo
Date
Page 2 of 6
FTSE 10-18

1000 500
IJ
DAVIS • MARTIN • POWELL
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265
[phone] I WWW.DMP-INC.COM I LICENSE: F-0245
,u
SEWER /_y20LL10.il . AM_
-Resthaven
Memorial :T
Park
`200�
2opo
NCDOT PROJECT 1-5878
1-95 WIDENING
SEWER LINE RELOCATIONS

I EUEIVI_U
DEC,QIDWR
JAN 0 7 2021
WC.F.OS
FAYETTEVI LEREGIONAL OFFICE"
NCDEQ— Division of Water Resources
Water Quality Section
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
To whom it may concern:
DAVIS • MARTIN • POWELL dmp
ENGINEERS & SURVEYORS
January 5, 2021
Re: City of Dunn, NC
NCDOT Project 1-5878
Improve 1-95 Interchanges and Widen
to Eight Lanes from Spring Branch Road
to North of US 421
DMP Project 170274 (BF)
Davis -Martin -Powell is providing utility engineering services for NCDOT Project 1-5878, which involves the
Improvement of 1-95 Interchanges and widening to 8 Lanes from Spring Branch Road to North of US 421 in
Harnett County.
The City of Dunn has several sections of existing gravity sewer lines that must be relocated and/or replaced due
to conflicts with the proposed roadway and storm drainage improvements. The project will involve the
relocation and/or replacement of 3901 LF of 8" gravity sewer, 1492 LF of 12" gravity sewer, 1974 LF of 16" gravity
sewer, 1351 LF of 20" gravity sewer, 988 LF of 20" force main sewer and associated appurtenances.
We are enclosing the following information in regards to the referenced project for your review and approval:
• Executed Fast -Track Sewer System Extension Application, with the following supporting documents:
> Flow Tracking/Acceptance Form
➢ 8.5"x11" color USGS quad map exhibit showing street level view of sewer relocations
• Check #065304 in the amount of $480.00 for the review fee
We trust this information is complete and will allow you to proceed with your review of these needed sewer
system improvements. If you have any questions, please do not hesitate to contact our office.
Sincerely,
DAVIS • MARTIN • POWELL & ASSOCIATES, INC
Vandy McNeill, 'E
cc: Ms. Heather Adams, - City of Dunn (enc)
Mr. Rick Handlin, PE — NCDOT (enc)
File (enc)
T: 336-886-4821 • F: 336-886-4458 • License: F-0245
6415 Old Plank Road, High Point, NC 27265 • www.dmp-inc.com

Permit Number WQOO42228
Central Files: APS _ SWP
1/20/2021
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer Permit Contact Affiliation
trent.allen
Coastal SWRuIe
Permitted Flow
Facility
Facility Name Major/Minor Region
Widen 1-95 to 8 lanes from Spring Branch Rd to north of Highway 421 (NCDOT Project 1= Minor Fayetteville
Location Address County
Harnett
Facility Contact Affiliation
Owner
Owner Name
City of Dunn
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Steven Neuschafer
City Manager
PO Box 1065
Dunn
NC 28335
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/20/2021 1 /11 /2021 1/20/2021 1/20/2021
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name
Streamindex Number Current Class
Subbasin