WQ0045183_Application (FTSE)_20240529

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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 10-23 &SUPPORTING DOCUMENTATION
WQ0045183 Updated 5/1/2024
Application Number:_ __(to be completed by DWR) Received 2/26/2024
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Rocky Mount(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:Brad Kerr per 15A NCAC 02T.0I 06(b?
Title: Director of Public Works
4. Applicant's mailing address: 331 S. Franklin St. PO Box 1 180
City: Rocky Mount State:NC Zip:27802-1180
5. Applicant's contact information:
Phone number: [phone] Email Address: brad.kerr(cirockymountnc.-,ov
11. PROJECT INFORMATION:
1. Project name: Thomas Betts Pecle Road Site Offsite Utilities
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:Nash
4. Approximate Coordinates(Decimal Degrees):Latitude: 36.0048' Longitude: -77.8181
5. Parcel ID(if applicable): 347495 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Leonard McBryde 111, PE License Number: 036163
Firm: WithersRavenel
Mailing address: 219 Station Road. Suite 101
City: Wilmington State:NC Zip: 28405-
Phone number: [phone] Email Address:fmcbryde(c%withersravenel.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Tar River Regional Wastewater Treatment Facility Permit Number: NCO030317
Owner Name: City of Rocky Mount
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ(Unknown)
2. Downstream (Receiving) Sewer Information: 15 inch 23 Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00011
Owner Name(s):City of Rocky Mount
FORM: FTA 10-23 Page 1 of 5

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VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV) been attached?
❑ Yes ❑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.0I 15(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)
*There is no flow being permitted as part of this application. All flow will be permitted in future applications.
5. Nature of wastewater: 0%Domestic 0%Commercial 0%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.01 14(f)? ❑Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(o) Daily Design Flow',' No.of Units Flow
Flow will be permitted in subsequent 0 gal/day 0 0 GPD
applications
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 0 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.0114] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD(per 15A NCAC 02T.0114 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 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

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VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305 &MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
12 598 PVC SDR26
12 767 DIP PC350
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305 &NIDC (Pump 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: 0Longitude: - °
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 2.01C.Lb. ❑ 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

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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 sewers stems:
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)I impounded reservoirs used as a source of drinking water, and associated wetlands. 100 feet
**Waters classified WS(except WS-I or WS-V),B, SA, ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands 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(t)or g),see Section X.I of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl 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 webnaee
'Portions of the gravity sewer are between approximately 24 and 36 inches deep.Ductile iron pipe is used for these sections of pipe to meet the alternative listed in
15A NCAC 02T.0305(g)(4).
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 regLuirements 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: Tar-Pamlico ❑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 2B.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-priority?" ® Yes ❑ No
Per 15A NCAC 02T.0402,"high-priority sewer"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.
➢ 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

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X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version). and the Gravity Sewer Minimum Design Criteria(latest version) as applicable?
® 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 approval of the permit, and projects requiring a variance approval may be subject to longer
review times.For proiects requiring two or more variances or where the variance is determined by the Division to be a
si2nificant portion of the proiect,the full technical review is required.
2. Professional Engineer's Certification:
I, Leonard McBryde 111, PE attest that this application for Thomas Betts Peele Road Site Offsite Utilities
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.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)
.............................
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 66rnp kal2g,:' attest that this application for lkt,2mi�4 S fec1 e 74 5��eaA'�r Jelll,ci�i,•S
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
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. 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. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10 00 as well as civil penalties up to$25,000 per violation.
Signature: Date:
FORM: FTA 10-23 Page 5 of 5

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license#:C-0832 This map is for informational purposes only.
www.withersravenel.com All feature locations displayed are approximate ® Proposed MH
0 350 700 1,400 based on available data sources.
Feet Data features are not based on professional field survey Proposed Gravity Sewer
1 inch = 700 feet unless stated otherwise.
Path:J:\23\0109-001-Thomas Betts Peele Road Off Site Utilities\GIS\Exhibits\Thomas Betts Topo Map.mxd Created By:kpossien
Printed Date:2/5/2024

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Engineers I Planners I Surveyors Proposed Gravity Sewer
115 MacKenan Dr I Cary NC,27511
t:919.469.3340 ® Existing MH
license#:C-0832 This map is for informational purposes only.
www.withersravenel.com
0 200 400 800 All feature locations displayed are approximate � Existing Gravity Sewer
Feet based on available data sources.
Data features are not based on professional field survey Stream
1 inch = 400 feet unless stated otherwise.
Path:J:\23\0109-001-Thomas Betts Peele Road Off Site Utilities\GIS\Exhibits\Thomas Betts Aerial Map.mxd Created By:kpossien
Printed Date:2/5/2024

-40- WithersRavenel
1/ Our People.Your Success.
To: NC Department of Environment Quality
Division of Water Resources/NPDES
512 N. Salisbury Street
9t" Floor
Raleigh, NC 27604
Phone: [phone]
Attn: DWR/NPDES Plan Review
CC: William B. Kerr, Director of Engineering
From: Leonard McBryde, PE
Date: February 21, 2024
Project: Thomas Betts Peele Road Site Offsite Utilities
WR Project Number: 23-0109-001
Subject: Division of Water Resources/NPDES
To whom it may concern:
On behalf of the City of Rocky Mount, WithersRavenel is submitting the attached application to receive a
Fast Track System Extension Permit. This permit is intended for issuance to the Rocky Mount Collection
System (WQCS Permit: WQCS00011)for a portion of the project regarding the Thomas Betts Peele Road
Offsite Utilities. This project involves the extension of approximately 1,365 LF of 12-inch sewer main to
serve a proposed site. This project will include an approximately 450 LF of aerial ductile iron sewer line
installed in a steel casing. The relevant environmental permit numbers for this project are USACE NWP 58
and NCDWR WQC#4276.
The application package includes the following:
1. Form FTA 10-23
2. Site Map(s)
3. Check
4. High Priority Sewer Line Supporting Documentation
5. 404/401/Riparian Buffer Permitting - Non-Notifying Authorization Memo
Do not hesitate to contact me at(919)-238-0424 or at [e-mail] should you have any
questions or concerns.
Sincerely,
WithersRavenel
Leonard McBryde, PE
Director of Utilities,Wilmington
115 MacKenan Drive I Cary,NC 27511
t:919.469.3340 1 f:919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

40 WithersRavenel
No Our People.Your Success.
April 30, 2024
North Carolina Department of Environmental Quality
Division of Water Resources - Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
RE: Thomas Betts Peele Road Site Offsite Utilities
Fast Track Sewer Permit Comments
City of Rocky Mount
WR Project No. 23-0109-001
To whom it may concern,
We are writing this letter in response to comments dated May 17,2024. Each of the comments are repeated
below,followed by our response.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
Division of Water Resources - Raleigh Regional Office
1. Is this an ARPA funded project? If so,please include the DWI assigned ARPA project number in your
response.
This project is not ARPA funded.
2. Section IX.5 indicates the proposed project needs a 404/401 authorization. Please provide the
applicable permit Nos.
The project qualifies for a non-notifying NWP 58 and accompanying Water Quality
Certification from the State (NCDWR WQC #4276). The project is covered by those
permits but written authorization is not required. The non-notifying memo was submitted
with the original submittal and is included in this submittal. This item in the application
was changed to"NO"to avoid confusion.
3. Section IX.6 indicates the proposed project needs additional environmental permits. Please provide
the applicable permits Nos.
The project qualifies for a non-notifying NWP 58 and accompanying Water Quality
Certification from the State (NCDWR WQC #4276). The project is covered by those
permits but written authorization is not required.The non-notifying memo was submitted
with the original submittal and is included in this submittal.
4. We are not allowed to use any flash drives for security purposes. Please provide any useful
information from the provided flash drive in pdf form.
The original submittal and resubmittal will both be sent as PDFs by email.
5. The application was an older version. Please update your link to the new version that has an ARPA
check box.
The application was updated to the newest version.
219 Station Rd,#101 1 Wilmington, NC 28405
t: 910.256.9277 1 f: 919.467.6008 1 www.withersravene1.com I License No. F-1479
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

40 WithersRavenel
No Our People.Your Success.
6. Please note that the fee for fast track sewer extension permits has increased to$600 as of October
3, 2023 [as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and
Stormwater Fees,Section 12.14(a)].
A$600 fee was submitted with the previous application.
Sincerely,
WithersRavenel
Leonard McBryde
Utilities Director,Wilmington
Thomas Betts Peele Road Site Offsite UtilitiesComment Response Letter WR Project No. 23-0109-001
April 30, 2024 Page 12

-40- WithersRavenel
1/ Our People.Your Success.
To: NC Department of Environment Quality
Division of Water Resources/NPDES
512 N. Salisbury Street
9` Floor
Raleigh, NC 27604
Phone: [phone]
Attn: DWR/NPDES Plan Review
CC: William B. Kerr, Director of Engineering
From: Leonard McBryde, PE
Date: Feb 21, 2024
Project: Thomas Betts Peele Road Site Offsite Utilities
WR Project Number: 23-0109-001
Subject: Division of Water Resources/NPDES - Aerial Sewer Documentation
To whom it may concern:
On behalf of the City of Rocky Mount,WithersRavenel is applying to receive a Fast Track System Extension
Permit. This permit is intended for issuance to the Rocky Mount Collection System (WQCS Permit:
WQCS00011) for a portion of the project regarding the Thomas Betts Peele Road Offsite Utilities. This
project will include an approximately 450 LF of aerial ductile iron sewer line installed in a steel casing,which
classifies the sewer as "high priority" per 15A NCAC 02T.0402.The aerial crossing is located approximately
1,500 feet southwest of the intersection of Thomas A Betts Parkway and Peele Road and crosses the
Hornbeam Branch. Please see the below information regarding this aerial crossing:
- Pipe Material - Approximately 450 LF of 12" DIP PC 350
- Casing - Approximately 390 LF of 30"0.375"thick steel casing
- Supports - Reinforced concrete pier supports installed at a maximum of 60' spacing
- The aerial crossing will meet all City of Rocky Mount specifications and details (see below)
WithersRavenel performed an environmental investigation on the wetland and buffer impacts of this aerial
crossing and the following conclusion was made.The non-notifying memo was also included as a part of this
Fast Track submittal.
- Based on the information provided above, the proposed project does not require written
authorization from the USACE nor NCDWR. Therefore, construction may begin at any time and
coordination with the USACE nor NCDWR is not required prior to construction.
To avoid impacts within the Hornbeam Branch stream banks, the casing diameter and thickness were both
increased from the corresponding columns on the following City of Rocky Mount detail for 12-inch carrier
pipe.
115 MacKenan Drive I Cary,NC 27511
t:919.469.3340 1 f:919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

1% WithersRavenel
Our People.Your Success.
VAMMPJ
TYPICAL Z-V V4r MAXIMUM PIPE SPAN MANHOLE,TYP
TYP MN SEE ATTACHED TABLE 1�pp
ELEVATION da CLASS 4EXONENEP or
VIEW rrn RIP-RAP SLOPE
PROTECTION,TYP
.( STEEL CASING PIPE .
gT� � -
314"ST�CF�10R BOLTS
DIP CARRIER PIPE WITH
CONCRETE PIER RESTRAINED JOINT FITTINGS
SEE STD.DWG.4.26 - BETWEEN MANHOLES
CREEK CHANNEL X-Om MIN FROM CONCRETE PIER
ALLOWABLE SPANS FOR STEEL CASING PIPE OR FLOOD PLAIN BOTTOM OF CREEK SEE STD.DWG.4.26
OR FLOOD PLAIN
CARRIER CASING MINIMUM ALLOWABLE
PPE,DIP PIPE,STEEL CASING PIPE NOTES:
N (IN.) (IN)IETER WALL THICKNESS SPAN
(IN) OIA (FT4 I. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH WALL SEAMLESS WITH A MINIMUM
(N.j YIELD STRENGTH OF 35,000 PSI.COATINGS SHALL BE APPLIED AS REQUIRED BY THE CRY OF
6 14 0.2500 40 ROCKY MOUNT MANUAL OF SPECIFICATIONS,STANDARDS,AND DESIGN.
6 16 0.2500 45
Z. 18 0.3126 50 1 2.CASING ENDS SHALL BE SEALED AND DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO
12 20 0.3125 50 SPIDERS AT EVERY JOINT WITHIN THE CASING PIPE USING APPROVED PIPE ISOU ATORS.SEE STANDARD DRAWING 1.18.
14 24 0.3 125 66
16 26 0.3125 65 3.SHOWN MINIMUM FOOTING DEPTHS SHALL BE BASED ON SUBGRADE CONDITIONS AT SITE,
16 30 0.3750 80 WHERE ALLOWABLE SOIL BEARING CAPACITY DOES NOT MEET MINIMUM AS REQUIRED ON
STANDARD DRAWING 4.27,ENGINEER SHALL DETERMINE WHETHER ADDITIONAL FOOTING
20 32 0.3750 60 DEPTH OR PILE SUPPORTS WILL BE REQUIRED.
24 36 OA375 65
30 42 043T5 65 4.BOTTOM OF PIPE SHALL BE A MINIMUM OF V ABOVE THE 25 YEAR FLOOD ELEVATION UNLESS
OTHERWISE APPROVED BY CITY ENGINEER.
36 48 0.49T5
42 56 0.5000
AERIAL PIPE CROSSING (SHEET 2 OF 8)
REVISIONS CITY OF ROCKY MOUNT APPROVED STD.NO.
4.25
DEPT. OF ENGINEERING DATE REVISION
04-22-04 -
Do not hesitate to contact me at(919)-238-0424 or at [e-mail] should you have any
questions or concerns or need any additional information.
Sincerely,
WithersRavenel
Leonard McBryde, PE
Director of Utilities, Wilmington
Page 2 of 2

11 WithersRavenel
Our People.Your Success.
MEMORANDUM
To: Brad Kerr - Director of Public Works - City of Rocky Mount
CC: Leonard McBride - WithersRavenel
From: Rick Trone
Date: 2/20/2024
Project: Thomas Betts Peele Aerial Sewer
Subject: 404/401/Riparian Buffer Permitting - Non-Notifying Authorization
This memorandum is in reference to the USACE 404 and NCDWR 401/Riparian Buffer permitting
requirements for installation of an aerial sewer extension located within the existing right of way along
Thomas A. Betts Parkway in Rocky Mount, Nash County, NC.
WithersRavenel (WR) completed a formal delineation of the wetlands, streams,and riparian buffers for the
proposed alignment on 6/15/2023 (see attached Wetland/Buffer Delineation Exhibit). The proposed
alignment will result in perpendicular crossing of wetlands, as well as perpendicular crossing of Hornbeam
Branch,which is subject to Tar-Pamlico River Riparian Buffers.
USACE 404 Approval
The proposed aerial sewer line is eligible for 404 authorization under the USACE Nationwide Permit 58
(NWP 58)for Utility Line Activities(see attached). Per the conditions requiring notification under NWP 58,
submittal of a pre-construction notification(PCN)to the USACE prior to commencing the activity is required
if:
1) A section 10 permit is required - Not applicable. There are no Section 10 waters within the review
area.
2) The discharge will result in the loss of greater than 1110-acre of waters of the United States - The
proposed installation of the aerial sewer line will cross Wetlands C and D. The aerial sewer crossing
will be supported by reinforced concrete piers, four of which will be constructed within the
wetlands, resulting in 0.003 ac (144 sf) of permanent wetland impacts. There are no proposed
impacts to Hornbeam Branch as the aerial sewer will span the entirety of Hornbeam Branch.
Therefore,the proposed project will not result in a "loss"of greater than 1/10-acre of waters of the
US.
The proposed aerial sewer line construction does not meet the NWP 58 conditions requiring submittal of a
PCN. The proposed project qualifies for a non-notifying NWP 58 and submittal of a PCN to, or receipt of
written authorization from the USACE is not required.
NCDWR 401 Approval
The proposed aerial sewer line construction is eligible for 401 authorization under NCDWR Water Quality
General Certification No.4276(WQC 4276)for Utility Lines. Per general conditions of WQC 4276,written
authorization from NCDWR is required if the activity meets any one of the following thresholds or
circumstances:
b) Total temporary impacts to streams greater than 500 feet within the entire utility project - The
proposed project will not result in any permanent stream impacts.
c) Any permanent impacts to streams - There are no proposed permanent stream impacts.
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

Thomas Betts Peel Aerial Sewer
10 WithersRavenel Rocky Mount, Nash Co
Our People.Your Success.
d) Total permanent impacts to wetlands or open waters equal to or greater than one-tenth (1/10) acre
within the entire utility project - Not applicable. The construction of the reinforced concrete piers
to support the aerial sewer line will result in 0.003 ac (144 sf) of permanent wetland impacts.
Therefore,the proposed project will not result in a "loss"of greater than 1/10-acre to wetlands and
no impacts to open waters.
e) Any stream restoration or stream relocation - Not applicable
f) Any high-density project,as defined in 15A NCAC 02H.1003(3)and by the density thresholds specified
in 15A NCACO2H.1017,(which meets sub-conditions i,ii,iii,iv)- Not applicable.The proposed project
is not a high-density project.
g) Any permanent impacts to waters,or wetlands adjacent to water,designated as:ORW(including SAV),
HQW (including PNA), SA, WS-1, WS-II or North Carolina or National Wild and Scenic River - Not
Applicable.
h) Anypermanent impacts to coastal wetlands or Unique Wetlands(UWQ - Not Applicable.
j) Any impacts to subject water bodies and/or state regulated riparian buffers along subject water bodies
in the Tar-Pamlico River Basin unless:
i. The activities are listed as "Exempt" or "Deemed Allowable" from these rules - The proposed
project is located within the Tar-Pamlico River Basin and the stream to be crossed by the sewer line
is subject to Tar-Pamlico River Riparian Buffers. The aerial sewer line crossing will not require a
construction corridor or a permanently maintained easement because the line will be located
entirely within the existing maintained road right of way.
Sewer lines fall under the "use" classification of "Utility Lines-Sewer Lines-New Line
Construction/Installation Activities-Perpendicular Crossings" in the Table of Uses in the 2020 Tar-
Pamlico River Riparian Buffer Rules. Per the Tar-Pamlico River Riparian Buffer Rules Table of Uses,
perpendicular crossings of streams with a construction corridor of less than or equal to 40 linear
feet wide and a permanent maintenance corridor that is equal to or less than 30 feet wide is
classified as "Deemed Allowable" (see attached excerpt from Tar-Pamlico River Riparian Buffer
Rules Table of Uses). Therefore,the proposed stream/buffer crossings for the water line installation
are "Deemed Allowable".
Since the proposed aerial sewer line crossing is"Deemed Allowable",the project does not meet the
notification requirements under this condition.
The proposed aerial sewer line construction does not meet any conditions requiring written authorization
from NCDWR, and therefore does not require submittal of a PCN to, nor receipt of written authorization
from NCDWR.
Based on the information provided above,the proposed project does not require written authorization from
the USACE nor NCDWR. Therefore, construction may begin at any time and coordination with the USACE
nor NCDWR is not required prior to construction.
Please feel free to contact me if you have any questions concerning the information provided in this memo.
Additionally, please keep a copy of this memo in your project files for future reference.
WithersRavenel
^111�
Rick Trone
Environmental Scientist
Page 2 of 3

Thomas Betts Peel Aerial Sewer
10 WithersRavenel Rocky Mount, Nash Co
Our People.Your Success.
Attachments:
• Delineation Exhibit
• NCDWR Buffer Determination Letter
• USACE NWP 58(Excerpt)
• NCDWR WQC 4276 (Excerpt)
• 2020 Tar-Pamilico River Riparian Buffer Rules Table of Uses (Excerpt)
• Impact Exhibits
Page 3 of 3

-0- WithersRavenel
1/ Our People.Your Success.
Delineation Exhibit

GRAPHIC SCALE STREAM 3
0 200 400 PERENNIAL
SUBJECT TO 50'BUFFERS
1 inch = 400 ft. \ ` �J REVIEW AREA
STREAM 3o
f\ PERENNIAL C
\ O
SUBJECT TO 50'BUFFERS `�o O > N
I \ 090
STREAM 2 WETLAND A \ a _ CULVERT
(HORNBEAM BRANCH) THOMAS q.BETTS
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PERENNIAL �`
SUBJECT TO 50'BUFFERS / //
AF
WETLAND B
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IC IIII CEMETERY
i
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o STREAM 1 =
INTERMITTENT o X
NOT SUBJECT TO 50'BUFFERS 0 LLI
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ETLAND C W o Q
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PERENNIAL o
SUBJECT TO 50'BUFFERS ' �'
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NOTES:
1. WETLAND/STREAM/RIPARIAN BUFFER DELINEATION PERFORMED BY WR ON 6/15/2023.
2. WETLAND/STREAM/RIPARIAN BUFFER/CULVERT LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, NASH COUNTY GIS DATA, AND
TOPOGRAPHIC INTERPRETATION. a
3. BUFFER SUBJECTIVITY BASED ON TAR-PAMLICO RIVER RIPARIAN BUFFER RULES. BUFFER SUBJECTIVITY WAS VERIFIED BY NCDWR ON 10/25/2023
(DWR#23-336).
4. THIS PROJECT MAY BE SUBJECT TO ADDITIONAL MUNICIPAL/ZONING BUFFERS WHICH SHOULD BE VERIFIED BY THE DESIGN TEAM PRIOR TO
DESIGN.
5. DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY USAGE ON 09/11/2023(SAW-2023-01582). m e r
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-0- WithersRavenel
1/ Our People.Your Success.
NCDWR Buffer Determination

DocuSign Envelope ID:5CFBE643-266B-456C-963F-CCB61 BE61`451
F,N,STATE
o.03 O
�y
a�
ROY COOPER
Governor
ELIZABETH S.BISERr,z.��
Secretary *farQU.4X
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
October 25, 2023
DWR Project 23-336
Nash County
WithersRavenel
Patrick Welsh
115 Mackenan Drive
Cary, NC 27512
Subject: On-Site Determination for Applicability to the Tar-Pamlico Buffer Rules (15A NCAC 02B .0734)
Project Name: Thomas Betts Peele Road Offsite Sewer
Site Address/ Location: Within an easement along Thomas A. Parkway and Peele Road
Dear Mr.Welsh,
On September 29,Jim Westcott conducted an on-site review of features located on the subject property
to determine the applicability of the above-noted state regulations.
The Division of Water Resources has determined that streams listed in the table below and identified on
the attached maps are shown on either the most recently published NRCS Soil Survey of Wake County
Streams that are listed as "Subject" on the below table have been located on the ground at the site and
possess characteristics that qualify them to be at least intermittent streams in accordance with the NC
Stream Identification Manual v.4.11 and therefore subject to the Neuse Buffer Rules. Please be aware
that features identified as"not subject" may be considered jurisdictional according to the US Army
Corps of Engineers and subject to the Clean Water Act.
Subject Depicted
Feature E/I/P/ to Buffer Start @ Stop @ on Depicted on
ID NIP/OtherRules Soil Survey USGS Topo
Feature I/P Yes Within Northeast Within Southeast Yes Yes
A boundary of property boundary of property
Feature Within Northwest Within Northwest
D NP No boundary of Property boundary of Property No No
Feature I Yes Northern boundary of Northeast boundary of Yes Yes
E property property
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh,North Carolina 27609
NORTH CAROLINA 919.791.4200
Qanaement ut environmental Quarry

DocuSign Envelope ID:5CFBE643-266B-456C-963F-CCB61 BE61`451
DWR 23-336
Thomas Betts Peele Road Offsite Sewer
Nash County
Page 2 of 3
Subject Depicted
Feature E/I/P/ to Buffer Start @ Stop @ on Depicted on
ID NP/Other Rules Soil Survey USGS Topo
Feature E No Within Northern Within North-Eastern Yes No
F boundary of property boundary of property
E= Ephemeral, I =Intermittent, P= Perennial, NP= Not Present, N/A=Not Applicable
This on-site determination shall expire five(5)years from the date of this letter. The owner(or future
owners) should notify the Division (and other relevant agencies) of this decision in any future
correspondence concerning this property. Landowners or affected parties that dispute this
determination made by the Division may request a determination by the Director of Water Resources.
This determination is final and binding unless an appeal request is made within sixty(60)calendar
days of the date of this letter to the Director in writing.
If sending via U.S. Postal Service: If sending via delivery service(UPS, FedEx, etc.)
Stephanie Goss - DWR 401 & Buffer Stephanie Goss -DWR 401 & Buffer
Permitting Branch Supervisor Permitting Branch Supervisor
1617 Mail Service Center 512 N Salisbury St.
Raleigh, NC 27699-1617 Raleigh, NC 27604
This letter only addresses the applicability of the stated regulations on the features identified on the
subject property and/or within the proposed project area. This letter does not approve any activity
within buffers or within the waters of the state. There may be other regulated waters, streams or
other features located on the property that do not appear on the maps or table referenced above. Any
waters, streams, or other features on the site, including the features identified in this letter, may be
considered jurisdictional according to the US Army Corps of Engineers and subject to the Clean Water
Act. If you have any additional questions or require additional information, please contact Jim Westcott
at 919.791.4247 or [e-mail] determination is subject to review as provided in
Articles 3 &4 of G.S. 150B.
Sincerely,
ocuSigned by:
t,SS0, f. �LAd Axt
E�D
B32144F...
Vanessa E. Manuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
D E Q North Carolina Department of Environmental Quality I Division of Water Resources
vvvRaleigh Regional Office 1 3800 Barrett Drive I Raleigh,North Carolina 27609
NORTH CAROLINA 919.791.4200
Depa"mem of Environmental Duality

DocuSign Envelope ID:5CFBE643-266B-456C-963F-CCB61 BE61`451
DWR 23-336
Thomas Betts Peele Road Offsite Sewer
Nash County
Page 3 of 3
Enclosures: USGS Topographical Map
Published NRCS Soil Survey
Electronic cc: [e-mail]
USACE Raliegh Regulatory Field Office
DWR, Raliegh Regional Office
D E Q North Carolina Department of Environmental Quality I Division of Water Resources
vvvRaleigh Regional Office 1 3800 Barrett Drive I Raleigh,North Carolina 27609
NORTH CAROLINA 919.791.4200
Depa"mem of Envlmmme,01 Duality

DocuSign Envelope ID:5CFBE643-266B-456C-963F-CCB61BE6F451
Thomas Betts Peele Road Offsite Sewer
Nash County, NC-DWR Project # 23-336
i
_ BOSEMAIV Rp
Feature E:Subject
Feature D: NP Q`
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Feature A:Subject _ i
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vFeature F: Not Subject
_ �GE�IELr) pR
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USGS Topographical Map � �
Nash Quadrangle 2019 �. ti ::Locations are approximate
and are provided for refer-
Legend: o ence only
-Proposed Project Boundary "�QUW
'

DocuSign Envelope ID:5CFBE643-266B-456C-963F-CCB61BE6F451
Thomas Betts Peele Road Offsite Sewer
Nash County, NC-DWR Project # 23-336
NoB
Ra;::3
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GoA
Feature E:Subject
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Feature D: NP
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NoB Rb X,
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Ra NuB _ _ _
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Nob G rC N
Feature F: Not Subject o B G rC
Ra �
GoA BoB Bb d
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NRCS Soil Survey Sheet
Nash Co.,NC 1970 S ::Locations are approximate
F and are provided for refer-
Legend: �cj ence only:: M
-Proposed project boundary:

-0- WithersRavenel
1/ Our People.Your Success.
USACE NWP 58
Excerpt

Nationwide Permit 58
Utility Line Activities for Water and Other Substances
Effective Date: March 15, 2021 / Expiration Date: March 14, 2026
Authorities: Sections 10 and 404
Activities required for the construction, maintenance, repair, and removal of utility lines
for water and other substances, excluding oil, natural gas, products derived from oil or
natural gas, and electricity. Oil or natural gas pipeline activities or electric utility line and
telecommunications activities may be authorized by NWPs 12 or 57, respectively. This
NWP also authorizes associated utility line facilities in waters of the United States,
provided the activity does not result in the loss of greater than 1/2-acre of waters of the
United States for each single and complete project.
Utility lines: This NWP authorizes discharges of dredged or fill material into waters of
the United States and structures or work in navigable waters for crossings of those
waters associated with the construction, maintenance, or repair of utility lines for water
and other substances, including outfall and intake structures. There must be no change
in pre-construction contours of waters of the United States. A "utility line" is defined as
any pipe or pipeline for the transportation of any gaseous, liquid, liquescent, or slurry
substance, forany purpose that is not oil, natural gas, or petrochemicals. Examples of
activities authorized by this NWP include utility lines that convey water, sewage,
stormwater, wastewater, brine, irrigation water, and industrial products that are not
petrochemicals. The term "utility line" does not include activities that drain a water of the
United States, such as drainage tile or french drains, but it does apply to pipes
conveying drainage from another area.
Material resulting from trench excavation may be temporarily sidecast into waters of the
United States for no more than three months, provided the material is not placed in such
a manner that it is dispersed by currents or other forces. The district engineer may
extend the period of temporary side casting for no more than a total of 180 days, where
appropriate. In wetlands, the top 6 to 12 inches of the trench should normally be
backfilled with topsoil from the trench. The trench cannot be constructed or backfilled in
such a manner as to drain waters of the United States (e.g., backfilling with extensive
gravel layers, creating a french drain effect).Any exposed slopes and stream banks
must be stabilized immediately upon completion of the utility line crossing of each
waterbody.
Utility line substations: This NWP authorizes the construction, maintenance, or
expansion of substation facilities associated with a utility line in non-tidal waters of the
United States, provided the activity, in combination with all other activities included in
one single and complete project, does not result in the loss of greater than 1/2-acre of
waters of the United States. This NWP does not authorize discharges of dredged or fill
material into non-tidal wetlands adjacent to tidal waters of the United States to
construct, maintain, or expand substation facilities.
1

Foundations for above-ground utility lines: This NWP authorizes the construction or
maintenance of foundations for above-ground utility lines in all waters of the United
States, provided the foundations are the minimum size necessary.
Access roads: This NWP authorizes the construction of access roads for the
construction and maintenance of utility lines, including utility line substations, in non-
tidal waters of the United States, provided the activity, in combination with all other
activities included in one single and complete project, does not cause the loss of greater
than 1/2-acre of non-tidal waters of the United States. This NWP does not authorize
discharges of dredged or fill material into non-tidal wetlands adjacent to tidal waters for
access roads. Access roads must be the minimum width necessary (see Note 2, below).
Access roads must be constructed so that the length of the road minimizes any adverse
effects on waters of the United States and must be as near as possible to pre-
construction contours and elevations (e.g., at grade corduroy roads or geotextile/gravel
roads). Access roads constructed above pre-construction contours and elevations in
waters of the United States must be properly bridged or culverted to maintain surface
f lows.
This NWP may authorize utility lines in or affecting navigable waters of the United
States even if there is no associated discharge of dredged or fill material (see 33 CFR
part 322). Overhead utility lines constructed over section 10 waters and utility lines that
are routed in or under section 10 waters without a discharge of dredged or fill material
require a section 10 permit.
This NWP authorizes, to the extent that Department of the Army authorization is
required, temporary structures, fills, and work necessary forthe remediation of
inadvertent returns of drilling fluids to waters of the United States through sub-soil
fissures or fractures that might occur during horizontal directional drilling activities
conducted for the purpose of installing or replacing utility lines. These remediation
activities must be done as soon as practicable, to restore the affected waterbody.
District engineers may add special conditions to this NWP to require a remediation plan
for addressing inadvertent returns of drilling fluids to waters of the United States during
horizontal directional drilling activities conducted for the purpose of installing or
replacing utility lines.
This NWP also authorizes temporary structures, fills, and work, including the use of
temporary mats, necessary to conduct the utility line activity. Appropriate measures
must be taken to maintain normal downstream flows and minimize flooding to the
maximum extent practicable, when temporary structures, work, and discharges of
dredged or fill material, including cofferdams, are necessary for construction activities,
access fills, or dewatering of construction sites. Temporary fills must consist of
materials, and be placed in a manner, that will not be eroded by expected high flows.
After construction, temporary fills must be removed in their entirety and the affected
areas returned to pre-construction elevations. The areas affected by temporary fills
must be revegetated, as appropriate.
2

Notification: The permittee must submit a pre-construction notification to the district
engineer prior to commencing the activity if: (1) a section 10 permit is required; or (2)
the discharge will result in the loss of greater than 1/10-acre of waters of the United
States. (See general condition 32.) (Authorities: Sections 10 and 404)
Note 1: Where the utility line is constructed, installed, or maintained in navigable waters
of the United States (i.e., section 10 waters) within the coastal United States, the Great
Lakes, and United States territories, a copy of the NWP verification will be sent by the
Corps to the National Oceanic and Atmospheric Administration (NOAA), National Ocean
Service (NOS), for charting the utility line to protect navigation.
Note 2: For utility line activities crossing a single waterbody more than one time at
separate and distant locations, or multiple waterbodies at separate and distant
locations, each crossing is considered a single and complete project for purposes of
NWP authorization. Utility line activities must comply with 33 CFR 330.6(d).
Note 3: Access roads used for both construction and maintenance may be authorized,
provided they meet the terms and conditions of this NWP. Access roads used solely for
construction of the utility line must be removed upon completion of the work, in
accordance with the requirements for temporary fills.
Note 4: Pipes or pipelines used to transport gaseous, liquid, liquescent, or slurry
substances over navigable waters of the United States are considered to be bridges,
not utility lines, and may require a permit from the U.S. Coast Guard pursuant to the
General Bridge Act of 1946. However, any discharges of dredged or fill material into
waters of the United States associated with such pipelines will require a section 404
permit (see NWP 15).
Note 5: This NWP authorizes utility line maintenance and repair activities that do not
qualify for the Clean Water Act section 404(f) exemption for maintenance of currently
serviceable fills or fill structures.
Note 6: For activities that require pre-construction notification, the PCN must include
any other NWP(s), regional general permit(s), or individual permit(s) used or intended to
be used to authorize any part of the proposed project or any related activity, including
other separate and distant crossings that require Department of the Army authorization
but do not require pre-construction notification (see paragraph (b)(4) of general
condition 32). The district engineer will evaluate the PCN in accordance with Section D,
"District Engineer's Decision." The district engineer may require mitigation to ensure that
the authorized activity results in no more than minimal individual and cumulative
adverse environmental effects(see general condition 23).
GENERAL CONDITIONS
Note: To qualify for NWP authorization, the prospective permittee must comply with the
following general conditions, as applicable, in addition to any regional or case-specific
3

-0- WithersRavenel
1/ Our People.Your Success.
NCDWR WQC 4276
Excerpt

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4276
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
NATIONWIDE PERMIT NUMBER 58 (UTILITY LINE ACTIVITIES FOR WATER AND OTHER
SUBSTANCES)
Water Quality General Certification Number 4276 is issued in conformity with the requirements
of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (58) of
the US Army Corps of Engineers regulations.
The State of North Carolina certifies that the specified category of activity will comply with
water quality requirements and applicable portions of Sections 301, 302, 303, 306 and 307 of
the Public Laws 92-500 and 95-217 if conducted in accordance with the conditions hereinafter
set forth.
Effective date: March 15, 2021
Signed this day: December 18, 2020
By
S. Daniel Smith
Director

GC4276
GENERAL CERTIFICATION COVERAGE:
Activities that are eligible for US Army Corps of Engineers Nationwide Permit 58 qualify for
coverage under this General Certification unless they meet one of the thresholds listed
below. Activities meeting any one (1) of the thresholds or circumstances listed below are not
eligible for coverage under this General Certification and require an Individual401 Water
Quality Certification from the Division of Water Resources (DWR):
a) If any of the conditions of this General Certification cannot be met; or
b) Total temporary impacts to streams greater than 500 feet within the entire utility
project; or
c) Any permanent impacts to streams; or
d) Total permanent impacts to wetlands or open waters equal to or greater than one-tenth
(1/10) acre within the entire utility project; or
e) Any stream restoration or stream relocation; or
f) Any high-density project, as defined in 15A NCAC 02H .1003(3) and by the density
thresholds specified in 15A NCAC 02H .1017, which:
i. Disturbs one acre or more of land (including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); and
ii. Has permanent wetland, stream or open water impacts; and
iii. Is proposing new built-upon area; and
iv. Does not have a stormwater management plan reviewed and approved under a
state stormwater program' or a state-approved local government stormwater
program2.
Projects that have vested rights, exemptions, or other legacy rights or exemptions from
state or locally-implemented stormwater programs and projects that satisfy state or
locally-implemented stormwater programs through use of community in-lieu fee
programs require an Individual 401 Certification; or
g) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as:
ORW (including SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or North Carolina or
National Wild and Scenic River; or
h) Any permanent impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands
(UWL) [15A NCAC 02B .0231]; or
i) Any impacts to subject water bodies and/or state regulated riparian buffers along
subject water bodies in the Neuse,Tar-Pamlico, or Catawba River Basins or in the
Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or
watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect
at the time of application) unless:
i. The activities are listed as "EXEMPT" or "DEEMED ALLOWABLE" from these rules;
or
1 e.g.Coastal Counties, HQW,ORW,or state-implemented Phase II NPDES
Z e.g. Delegated Phase II NPDES,Water Supply Watershed, Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 2 of 16

GC4276
ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii. A Buffer Authorization Certificate, Certificate with Exception, or Minor Variance
is issued by a delegated or designated local government implementing a state
riparian buffer program pursuant to 143-215.23.
In accordance with 15A NCAC 02H .0503(f), the Director of the North Carolina Division of Water
Resources may require submission of a formal application for Individual Certification for any
project if it is deemed in the public's best interest or determined that the project is likely to
have a significant adverse effect upon water quality, including state or federally listed
endangered or threatened aquatic species, or will degrade the waters so that existing uses of
the waters or downstream waters are precluded.
This General Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with the project, including those
required by, but not limited to, Sediment and Erosion Control, Non-Discharge, Water Supply
Watershed, and Trout Buffer regulations.
This General Certification neither grants nor affirms any property right, license, or privilege in
any waters, or any right of use in any waters. This General Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other
person and does not create any prescriptive right or any right of priority regarding any usage of
water. This General Certification shall not be interposed as a defense in any action respecting
the determination of riparian or littoral rights or other rights to water use. No consumptive
user is deemed by virtue of this General Certification to possess any prescriptive or other right
of priority with respect to any other consumptive user regardless of the quantity of the
withdrawal or the date on which the withdrawal was initiated or expanded.
Upon the presentation of proper credentials, DWR may inspect the property.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit. The conditions in effect on the date of issuance of
Certification for a specific project shall remain in effect for the life of the project, regardless of
the expiration date of this General Certification. This General Certification is rescinded when
the US Army Corps of Engineers reauthorizes the corresponding Nationwide Permit or when
deemed appropriate by the Director of the Division of Water Resources.
Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in criminal
and/or civil penalties.
Page 3 of 16

�0_ WithersRavenel
1/ Our People.Your Success.
2020 Tar-Pam Riparian Buffer Rules
Table of Uses (Excerpt)

Deemed Allowable Allowable Prohibited
Allowable Upon with
Authorization Mitigation
Upon
Authorization
(i) Permanent maintenance corridor equal to or less X
than 30 feet wide provided there is no grading
and/or grubbing within 10 feet of the top of bank
when the sewer line is parallel to the stream
(ii) Grading and/or grubbing within 10 feet of the X
top of bank when the sewer line is parallel to the
stream and permanent maintenance corridor
equal to or less than 30 feet wide
(iii) Permanent maintenance corridor greater than 30 X
feet wide. For impacts other than perpendicular
crossings,mitigation is only required for Zone 1
impacts. For perpendicular crossings that disturb
equal to or less than 40 linear feet,no mitigation
is required. For perpendicular crossings that
disturb greater than 40 linear feet, mitigation is
only required for Zone 1 impacts
(kk) Utility Lines — Sewer Lines - New Line
Construction/Installation Activities — Perpendicular
crossings of streams and other surface waters subject
to this Rule or perpendicular entry into the riparian
buffer that does not cross a stream or other surface
water subject to this Rule provided that vegetation is
allowed to regenerate in disturbed areas outside of
the permanent maintenance corridor:
(i) Construction corridor of less than or equal to 40 X
linear feet wide and a permanent maintenance
corridor that is equal to or less than 30 feet wide
(ii) Construction corridor of greater than 40 linear X
feet wide and less than or equal to 150 linear
feet wide and a permanent maintenance corridor
that is equal to or less than 30 feet wide
(iii) Construction corridor of greater than 150 linear X
feet wide and a permanent maintenance corridor
that is equal to or less than 30 feet wide
(iv) Permanent maintenance corridor greater than 30 X
linear feet wide. For impacts other than
perpendicular crossings, mitigation is only
required for Zone 1 impacts. For perpendicular
crossings that disturb equal to or less than 40
linear feet, no mitigation is required. For
perpendicular crossings that disturb greater than
40 linear feet, mitigation is only required for
Zone 1 impacts
(11) Utility Lines — Sewer Lines - New Line
Construction/Installation Activities — Impacts other
than perpendicular crossings provided that
vegetation is allowed to regenerate in disturbed areas
outside of the permanent maintenance corridor:
(i) Zone 2 impacts X

-0- WithersRavenel
1/ Our People.Your Success.
Impact Maps

N
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W +` E
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3
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23-0109-001 01/26/2024
DRN:BKS DGN:AC CKD:LM
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GRAVITY SEWER AERIAL CROSSING V
0.014 AC(589 SF)
E � WETLAND C Ca
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_ ~ PERMANENT WETLAND IMPACT
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0�
- ZONE 1 I ZONE 1 a ti2 _ IMPACT LEGEND
z BUFFER I BUFFER ZONE 2 PERMANENT WETLANDS
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$ i ® TEMPORARY WETLANDS
h. ti
IMPACT S1 IMPACT W1
TEMPORARY STREAM IMPACT TEMPORARY WETLAND CROSSING PERMANENT STREAM(NO FUNCTIONAL LOSS)
GRAVITY SEWER AERIAL CROSSING GRAVITY SEWER AERIAL CROSSING S
0 o°� PERMANENT STREAM(FUNCTIONAL LOSS)51 LF,0.039 AC(1705 SF) 0.127 AC(5517 SF)
3 h
0 TEMPORARY STREAM o 15 30
e
3 TEMPORARY BUFFER ZONE 1 SCALE:1 inch=30 ft.
E
WE lob No. DATE
23-0109-001 01/26/2024
TEMPORARY BUFFER ZONE 2 .23
DRN:BKS DGN:AC CKD:LM
B

From: Cheek,Alex
To: Simpson,Richard
Cc: McBryde III,Leonard
Subject: RE: [External]Thomas Betts Peele Road Additional Information Request-Application Number WQ0045183
Date: Monday,May 20,2024 2:09:12 PM
Attachments: imaae001.Dno
imaae002.Dno
imaae003.Dna
imaae004.Dno
imaae005.Dna
imaae006.Dno
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Richard,
I appreciate the update. Please let us know if there's anything else needed.
Thanks,
%0 Alex Cheek, El
STAFF PROFESSIONAL III 61M M © O
t:910.256.9277 d:704.776.0206 Wilmington,NC WITH ERSRAVENEL.COM
From: Simpson, Richard <[e-mail]>
Sent: Monday, May 20, 2024 1:41 PM
To: Cheek, Alex<[e-mail]>
Cc: McBryde III, Leonard <[e-mail]>
Subject: [EXTERNAL] RE: [External] Thomas Betts Peele Road Additional Information Request-
Application Number WQ0045183
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Good afternoon Alex,
Hope to get a draft for internal review this week and your permit to you next week. If I have any
additional questions, I'll let you know.
Thanks.
From: Cheek, Alex<acheek(@withersravenel.com>
Sent: Monday, May 20, 2024 1:38 PM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>
Cc: McBryde III, Leonard <Imcbryde(cDwithersravenel.com>
Subject: RE: [External] Thomas Betts Peele Road Additional Information Request-Application
Number WQ0045183
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Richard,
I'm just checking to see the status of your approval for this project.
Thanks,
%W Alex Cheek, El
1/ STAFF PROFESSIONAL III 80113001
t:910.256.9277 d:704.776.0206 Wilmington.NC WITHERSRAVENEL.COM
From: Cheek, Alex
Sent: Wednesday, May 1, 2024 12:06 PM
To: 'Simpson, Richard' <richard.simpson(@deq.nc.gov>
Cc: McBryde III, Leonard <Imcbryde(@withersravenel.com>
Subject: RE: [External] Thomas Betts Peele Road Additional Information Request-Application
Number WQ0045183
Richard,
This is not an ARPA funded project.
Thanks,
4/ Alex Cheek, El ® �
,/ STAFF PROFESSIONAL III
t:910.256.9277 d:704.776.0206 Wilminaton.NC WITH ERSRAVENEL.COM
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Wednesday, May 1, 2024 12:00 PM
To: Cheek, Alex<acheek(@withersravenel.com>
Cc: McBryde III, Leonard <Imcbr)lde(@withersravenel.com>
Subject: [EXTERNAL] RE: [External] Thomas Betts Peele Road Additional Information Request-
Application Number WQ0045183
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Got updates. Is this an ARPA funded project? If so, please include the DWI assigned ARPA
project number in your response.
Please answer question and I will let you know if I need anything else.
Richard
From: Cheek, Alex<acheek(@withersravenel.com>
Sent: Wednesday, May 1, 2024 11:51 AM

To: Simpson, Richard <richard.simpson(@deq.nc.gov>
Cc: McBryde III, Leonard <Imcbryde(@withersravenel.com>
Subject: RE: [External] Thomas Betts Peele Road Additional Information Request-Application
Number WQ0045183
You don't often get email from acheekewithersravenel.com.Learn why this is important
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Richard,
Please see the PDFs of the original submittal for this project as requested.
Thanks,
411111. Alex Cheek, El ® ® �
,/ STAFF PROFESSIONAL III
00
t:910.256.9277 d:704.776.0206 Wilminaton,INC WITH ERSRAVENEL.COM
From: Cheek, Alex
Sent: Wednesday, May 1, 2024 11:47 AM
To: 'Simpson, Richard' <richard.simpsonPdeq.nc.gov>
Cc: McBryde III, Leonard <Imcbryde(@withersravenel.com>
Subject: RE: [External] Thomas Betts Peele Road Additional Information Request-Application
Number WQ0045183
Richard,
Please see the attached documents regarding the resubmittal for this project. Included are the
following:
• Signed and Sealed FTA Form—Most recent form with the ARPA checkbox
• Signed Comment Response Letter
• Non-Notifying Memo
I will send over the original submittal documents in a subsequent email. If you need hard
copies of any documents, please let me know.
Thanks,
•/ Alex Cheek, El ® �
STAFF PROFESSIONAL III
t:910.256.9277 d:704.776.0206 Wilminaton.INC WITHERSRAVENEL.COM

From: Simpson, Richard <[e-mail]>
Sent: Wednesday, May 1, 2024 7:47 AM
To: Cheek, Alex<acheek(@withersravenel.com>
Subject: [EXTERNAL] RE: [External] Thomas Betts Peele Road Additional Information Request-
Application Number WQ0045183
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Email is preferred.
Thanks.
From: Cheek, Alex<acheek(@withersravenel.com>
Sent:Tuesday, April 30, 2024 4:45 PM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: [External] Thomas Betts Peele Road Additional Information Request-Application Number
WQ0045183
You don't often get email from acheekPwithersravenel.com. Learn why this is important
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Richard,
We are wrapping up our responses to your comments regarding the Thomas Betts Peele Road
offsite utilities fast track application. From your comment,you mentioned that you no longer
receive documents through flash drives and prefer the documents from the previous
submittals in PDF form. Can you confirm that the following is how you prefer to receive the
resubmittal documents?
• Emailed PDF of original submittal documents
o Cover letter
o FTA Form
o Topo Map
o Aerial Map
o Aerial sewer documentation
o Non-notifying memo
• Emailed PDF and Hard Copy of the Resubmittal Documents
o Comment response letter
o Updated FTA Form
o Non-notifying memo
Thanks,

%0 Alex Cheek, El
1/ STAFF PROFESSIONAL III
t:910.256.9277 d:704.776.0206 Wilmington.NC WITH ERSRAVENEL.COM
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.

From: Simpson,Richard
To: Imcbrvde(abwithersravenel.com; rtrone('Owithersravenel.com
Cc: Simpson,Richard
Subject: Thomas Betts Pelle Road Additional Information Request
Date: Wednesday,April 17,2024 1:38:11 PM
Attachments: imaae001.Dna
Importance: High
Hello Leonard,
After reviewing the Fast Track Sewer System Extension Application for the Thomas Betts Peelle Road
Site Offsite Utilities (Application Number WQ0045183), additional information is required in order
to further process the application. Please provide the following information before May 17, 2024,
and note that the requested information must be submitted within 30 days of this request, or the
applicant will be required to submit a new application and application fee in accordance with 15A
NCAC 02T .0107.
1 - Is this an ARPA funded project?If so, please include the DWI assigned ARPA project
number in your response.
2 -Section IX.S indicates the proposed project needs a 404/401 authorization. Please provide the
applicable permit Nos.
3 -Section IX.6 indicates the proposed project needs additional environmental permits. Please
provide the applicable permits Nos.
3 -We are not allowed to use any flash drives for security purposes. Please provide any useful
information from the provided flash drive in pdf form.
5 -The application was an older version. Please update your link to the new version that has an
ARPA check box.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be accompanied
with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of
October 3, 2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Stormwater Fees,Section 12.14(a)].
Sincerely,
Richard
Richard Simpson

Environmental Engineering
Office of Continuous Improvement(OCI)
Division of Water Resources-Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 21609
[e-mail]
919.791.4239 Office
ceo*:-Z_E4
AWN".
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be discbsed to third parties.
o Get info on ARPA Project Permitting:ARPA Env.Permitting
o Search DEQ Permits:NC DEQ Permit DirectorX
o Apply for Funding: I Need Funding]NC DEQ
o Sewer Extension Permitting)NC DEQ
o Subchapter 2T Rules,12df(state.nc.us)
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.