WQ0039941_Application (FTSE)_20240607

Re: [External] RE: West Smithfield Sewer-Additional Information Request
Pasha, Tanvir <[e-mail]>
Fri 6/7/2024 9:04 AM
To:Brian Johnson <[e-mail]>;[e-mail] <[e-mail]>
Good Morning All,
As of today's date,the Division of Water Resources has not received all of the additional information requested
for this project, therefore, in accordance with 15A NCAC 02T.0107,the project application is being returned as
incomplete. If you wish to pursue permitting for this project, please submit a completed application accompanied
by a new application fee.
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 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 B M "Tanvir" Pasha (he/him) Returned
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality 3800 Barrett Drive, Raleigh, NC 27609 June 7, 2024
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D_E
NORTH CAROLINA
Department of Environmental Duality
From: Brian Johnson <[e-mail]>
Sent:Thursday, May 16, 2024 11:04 AM
To: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>; [e-mail] <[e-mail]>
Subject: Re: [External] RE: West Smithfield Sewer—Additional Information Request
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Hi Tanvar,
Unfortunately we found out that we are going to have a 401/404 after all (originally our environmental
consultant was hopeful that we wouldn't need to have it). So we have been working on preparing the
impact maps to allow us to make our submission. We expect to submit hopefully in the next week or
so but then it will take the DEQ and the Army Coros some time to issue the certification.

There is not issue with receiving the permit that we are aware of as our impacts are not excessive.
Is it possible to issue the sewer permit contingent on receiving the permit? Obviously with the sewer
permit having been reviewed and this is the only remaining item, we would appreciate not having to
resubmit. Please let me know if this may be possibility.
Thanks,
Brian Johnson
The Wooten Company
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From: Pasha,Tanvir<[e-mail]>
Sent:Thursday, May 16, 2024 9:49:39 AM
To: Brian Johnson <[e-mail]>; [e-mail] <ted.credle@smithfield-
nc.com>
Subject: Re: [External] RE: West Smithfield Sewer—Additional Information Request
Hi Brian,
This is to inform you that you are approaching the deadline for providing sufficient documentation to proceed
with the application. We need to have the 401/404 certification number. Please respond with the additional
documents, or I will need to return your application.
Thank You
Tanvir
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
er-o Q-E
NORTI I CAROLINA
Department of Environmental quality
From: Pasha,Tanvir<[e-mail]>
Sent:Thursday,April 18, 2024 7:09 AM
To: Brian Johnson <[e-mail]>
Subject: Re: [External] RE: West Smithfield Sewer—Additional Information Request
Hi Brian,
As soon as you have any update on the 401/404, please forward it to me. Everything else looks good.

Best,
Tanvir
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D_E
NORTH CAROLINA
Department of Environmental Duality
From: Pasha,Tanvir
Sent: Monday,April 15, 2024 11:12 AM
To: Brian Johnson <[e-mail]>
Subject: RE: [External] RE: West Smithfield Sewer—Additional Information Request
I received it. I will review it as soon as possible and let you know if further documentation is needed.
Thank you!
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D_E
NORTH CAROLINA
Department of Environmental quality
From: Brian Johnson <[e-mail]>
Sent:Thursday,April 11, 2024 8:40 AM
To: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Subject: [External] RE: West Smithfield Sewer—Additional Information Request
You don't often get email from [e-mail]. 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.
Hi Tanvir,
I just wanted to confirm that you received our response package last week for this project. It had a large
file attached to it so I'm hoping that it went through to you. Please let me know.
Thanks,
Brian

W. Brian Johnson, PE
Vice President I Director, Engineering Services
[phone] x865•Office
[phone]• Mobile
[phone]• Fax
120 N. Boylan Ave.
Raleigh, NC 27603
U ooten
From: Pasha,Tanvir<tanvir.pasha deq.nc.gov>
Sent:Thursday, March 7, 2024 12:01 PM
To:[e-mail]; Brian Johnson <biohnson thewootencompany.com>;James Pflaum
<jpflaum thewootencompany.com>
Subject: West Smithfield Sewer—Additional Information Request
Hello Ted and Brian,
After reviewing the Fast Track Sewer System Extension Application for West Smithfield Sewer,
additional information is required in order to further process the application. Please provide the
following information by April 06, 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. Section 11.1 of the FTA: Previous permit WQ0039941 has a facility/project name as 'Kellie Drive
Water and Sewer Extension'. Please verify if the project name is correct.
2. Although there is currently zero flow, a Flow Tracking for Sewer Extensions (FTSE) Form is required. The
WWTF specified in Section IV of the application needs to verify that it has adequate capacity to accept the
wastewater when the project is complete and in operation and will not violate G.S. 143-215.67(a). Please
refer to Section E of the Application Instructions for further information.
3. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified in
Section IX.S. of the Fast Track Application.
4. According to the narrative there is an aerial crossing,therefore, Section IX.7 is checked 'yes'. Please
provide additional design details of the aerial sewer crossing.
5. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS
Topographic Map and an aerial map should be included with the application. The maps need to clearly
identify the project area, including the closest surface waters, general location of the gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving sewer. Please
provide the required maps according to the application requirements.
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 has stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Stormwater Fees, Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources— Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
NORTH CAROLINA D:,.,
Department of Environmental Quality
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.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
Application Number:,-_�'r/q�- /MC�K (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Smithfield(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:Ted Credle, P.E. per 15A NCAC 02T.0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 230 Hospital Road
City: Smithfield State: NC Zip:27577-
5. Applicant's contact information:
Phone number:[phone] Email Address: ted.credle(@,smithfield-nc.com
Ill. PROJECT INFORMATION:
I. Project name: West Smithfield Sewer
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit:'Project
If a modification,provide the existing permit number: WQ0039941 and issued date: 430 2018,
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: Johnston
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.528402' Longitude: -78.370340
5. Parcel ID(if applicable): (or Parcel ID to closest downstream sewer)
ill. CONSULTANT INFORMATION:
1, Professional Engineer: W. Brian Johnson License Number:025933
Firm: The Wooten Company
Mailing address: 120 North Boyland Ave
City: Raleigh State: NC Zip: 27603-
Phone number: [phone] Email Address: 1Johnson_,thewootencompany.com
IV. WASTEWATER TREATMENT FACILITY (WWTF)INFORMATION:
I. Facility Name: Central Johnston County WWTF Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ unknown
2. Downstream(Receiving)Sewer Information: 12 inch ® Gravity %. Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00270
Owner Name(s): Town of Smithfield
FORM: FTA 10-23 Pagel of 5

Vl. - GENERAL REQUIREMENTS
I. 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)
5. Nature of wastewater: 90% Domestic 10°o Commercial 0°o industrial(See 15A NCAC 02T.0103(20))
If Industrial, is there a Pretreatment Program in effect?❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T.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(f)) Daily Design Flow'•b No.of Units Flow
gall GPD
gall GPD
gal/ GPD
gall GPD
gall GPD
gal/ GPD
Total 0 GAD
a See 15A NCAC 02T .01 14(b), (d), (e)(1)and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.01 14(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] 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

V11. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
24 3,300 Ductile Iron
24 4,000 PVC
➢ 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)
r Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at__. feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01 C.Lb.❑ Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(I):
❑ 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

_AX. ' ' 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-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 or WS-V), B, SA,ORW, HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream, lake, impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as 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 j 10 feet
Final earth grade(vertical) 1 36 inches
➢ If noncompliance with 02T.0305(f)or(e,see Section X.I of this application
*15A NCAC 02T.0305(Q)contains alternatives where separations in 02T.0305(f)cannot be achieved. Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑No ❑N/A
If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ®No ❑N A
Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name:Neuse ❑ 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 213.0202
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

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of P,y,mp 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 projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect,the full technical review is required.
2. Professional Engineer's Certification:
' 7t.f SwQ/, c �r 1, W. Slr� o/rnae n�P� ,attest that this application for
(Professional Engineer's namc from Application Item I11.1.) (Project Name from Application m I! I)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. 1 further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains I 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)
...............
North Carolina Professional Engineer's seal,signature,and date: ��a��°�, �`,!! ,��' •.,
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, -Ea _GAEr>L_ ,attest that this application for WEST 5M I f HFIELA 5EW5A,__,_
(Signature Authority Name from Application Item 13 ) (Project Name from Application Item II.I)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete, I understand that any
discharge of wastewater 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$10,000 as well as civil penalties up to$25,000 per violation.
Signature: C�t.acL�/- Date:
FORM: FTA 10-23 Page 5 of 5

Wooten 120 N. Ian Avenue
Raleigh, NC 27603
[phone]
February 2024
NCDEQ - Division of Water Resources
Water Quality Regional Operations Section
3800 Barrett Drive tl
Raleigh,NC 27609
Re: Sewer Fast Track Application
West Smithfield Sanitary Sewer Improvement
Smithfield, North Carolina
Raleigh Regional Office:
On behalf of the Town of Smithfield, we are submitting one (1) original and one (1) copy of the
following documents related to the above referenced project for your review and approval:
• Application Fee ($600.00)
• Sewer Fast-Track Application (FTA 04-16)
• Cover Letter Narrative (see paragraph below)
• USGS Topographic Map showing proposed utilities
• Aerial map showing general Project Area
• PER,justification for project need
This project will install approximately 4,000 linear feet of 24" PVC gravity sewer, 3,300 linear
feet of 24"ductile iron gravity sewer main, and associated appurtenances. The project removes
existing 12" gravity sewer and replaces it with 24" gravity sewer in the same location. This
project is currently a 0 flow permit request as there are no additional services or customers being
added at this time. Future tenants will apply individually for sewer flows. Project is in response
to development requests following the announcement and completion of an Amazon Warehouse
facility in Smithfield, NC (Smithfield Preliminary Engineering Report, attached). Additional
development is proposed to begin construction early in 2024.
All new sewer improvements have been designed in accordance with the 15A NCAC 02T
requirements. Additional information for application are listed below.
TheWootenCompany.com DESIGNING THE FUTURE -

Wooten 120 N. Boylan Avenue
Raleigh, NC 27603
[phone]
15A NCAC 02T .0305 (f)
Gravity sewer will be replaced within existing easement. However, portions of the easement
impact existing wetlands. Wetland impacts will occur, appropriate 404/401 permits are in
process through application of Pre-Construction Notification (PCN) with the USACE and
NCDEQ 401 Unit. In areas where 3 feet of minimum cover is not possible ductile iron pipe is
used.
15A NCAC 02T .0402 "High Priority Sewer"
A 24 inch diameter, ductile iron, aerial sewer is proposed for approximately 400 LF. Aerial
sewer is located north of 300 Hillside Drive, Smithfield, NC. Aerial sewer proposed is a
replacement of the existing aerial sewer. No new aerial sewers crossings are proposed.
If we can provide additional information or answer questions you may have, please feel free to
contact us at [phone] or email me directly at JPaum a'thewootencompany.com.
Sincerely,
THE WOOTEN COMPANY
James Pflaum, PE
Enclosures: as stated.
cc: TWC File
TheWootenCompanyxom DESIGNING THE FUTURE -

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Michael L Scott,Town Manager ITHFIE
350 Bast Market Street
Greg Siler,Finance Director Post Office Box 761
Tim Kerigan,Human Resources/PIO Smithfield,NC 27577
Shannan Parrish,Town Clerk
Beth McKee],Admin Assistant ID
Telephone:[phone] NORTH CAROLINA Fax:919.989,8937
Date: October 21, 2021
To: Mr. Michael L. Scott,Town Manager
Town of Smithfield
350 E Market Street
Smithfield,NC 27577
From: Walter Credle, Public Utilities Director
Town of Smithfield
230 Ilospital Road
Smithfield,NC 27577
Re: Town of Smithfield West Smithfield Sanitary Sewer Improvements
Preliminary Engineering Report
Mr. Scott:
Please find the attached,prepared Preliminary Engineering Report(PER)for the Town of Smithfield sanitary
sewer improvements in the West Smithfield Sanitary Sewer District. The PER has been prepared in
accordance with the Economic Development Administration(EDA)PER requirements.The proposed project
includes improvements to the West Smithfield Sanitary Sewer District gravity system; as well as, upgrades
to the downstream pump station; to address capacity issues in support of explosive growth in residential,
commercial and industrial demand,after the announcement of the Amazon warehouse in West Smithfield.
CAUSE FOR NEED
The bulk of the West Smithfield Sanitary Sewer District (District) was constructed in 1962 to serve the
residents of the unincorporated,outlying residential area;which,was not within Town limits.When the Town
annexed this area and incorporated the District into the Town system, the existing infrastructure was
improved to convey flow into the Town system. Over the years, various upgrades have occurred within the
District to repair,maintain,and upkeep service to the residents in the District;however,until 2019,there was
not a need to undertake large-scale improvements,because there was little demand,or growth, in the District.
The announcement of the Amazon shipping hub changed that, dramatically. Within the last 24 months,
including throughout the COVID pandemic,developers have acquired,re-zoned,&submitted plans that will
enable future commercial and industrial projects within the West Smithfield Business Park(Park). Currently,
Amazon is under construction,but the Town Planning Department is also in contact with developers that are
preparing two bio-pharmaceutical manufacturing developments for submittal that will be located in the Park.
The Park is the spark plug, driving other development, as well. Other commercial and industrial
developments(see attachment)and the Woodleaf Development(attachment)are now headed into Smithfield.
Although this proposed project will not serve those particular interests, the Park continued growth is vital to
support other development around Town.

DESCRIPTION OF PROJECT
The proposed project will "up-size" (lie existing gravity infrastructure, from (lie existing 12-inch diameter
gravity vitrified clay pipe,to a new 24-inch polyvinylchloride pipe. This will be accomplished by arranging
a by-pass pump around 3-5 manholes at a time; meanwhile, the gravity line and manholes are removed. The
replacement line & manholes will be installed in the same trenches and holes that were newly vacated. This
same process will be continued form the most downstream manhole, up the slope, all the way to Highway
US-70. Once at US-70, the additional step of boring under the road to reach the northeast side of the road
will have to occur. The method should be the same, except that the bore will be a new bore to replace the
abandoned,existing line. Once completed.the increased capacity in the larger pipe will raise the conveyance
capacity from 0.6 Million Gallons per Day (MGD) to 3.2 MGD. The exact location of the sewer run in
question is laid out in the accompanying attachments.
Another component of this proposed project is the improvements at the downstream pump station. The
conveyance of the increased sewage flow will necessitate the increase of both the wet well capacity at the
pump station; as well as, the "up-sizing" of the station pumps. The wet well will be "up-sized" by the
installation of a separate 8' diameter manhole, which will be dug alongside the existing wet well. An
interconnecting piece of pipe will be installed at the bottom of the new wet well which will connect to the
existing wet well.This will effectively create a new,larger wet well that will equalize through the connecting
piece of pipe. The pumps can be upsized by purchasing larger horse-power models that fit the same rail
system in the current wet well. Once completed, the increases in both the gravity line and the downstream
pump station will not only provide adequate service for the proposed projects, but should also provide
adequate sewer conveyance capacity for the entire future build out for the entire District sewershed.
Since the work is an"improvement"of an existing line,it is not anticipated that any property acquisition will
be required. Further,the only permits required for this operation will be from the North Carolina Department
of Environmental Quality (NCDEQ) Division of Water Resources; as the proposed system changes will
require permitting, in accordance with 15A NCAC 02T 0.303 (4); as well as, the NCDEQ Division of Land
Quality,so that appropriate erosion control devices and practices are applied to the construction of the larger
line.
PROJECT FEASIBILITY
As the Park grows, the need for appropriate utilities will become more pressing. Although water is readily
available, the gravity sewer lines were sized to convey the limited residential neighborhoods constructed in
the early 1960s. To provide this section of Town requires additional sewer lines; or larger sewer lines; or
some combination of both. Three options were considered:
• Up-size the existing infrastructure
• Add additional infi•astructure to convey the new sewer
• Take no action until 2024—wait on Johnston County's new regional lift station
The original construction of the gravity sanitary sewer system was designed to convey sewer for the
residential neighborhoods being built,at that time.This seemed like a reasonable design;as for over 45 years,
little growth was experienced in that section of the District. Inherent in the original construction is the
capacity for limited growth; but simply put, the system is undersized for the proposed development of the
business park.
The first option is to replace the existing system with a larger one. This "up-sizing" will result in a new
system from head to toe— along the main trunk line. The larger system will have capacity to accommodate

the proposed developments and will have conveyance capacity for all new development within the Park.
Since the replacement of the existing system will occur within the existing easements & rights-of way,there
is no need to acquire additional properties. As part of this "up-sizing", the downstream wet well at the lift
station will have to be enlarged, to accommodate the increased flow for now and the future. The
disadvantages to this option are the cost of replacement and the required by-pass pumping that would be
needed during construction,so existing service remains uninterrupted.
Another option to consider is the creation of a separate system, parallel to the original, constructed within
the same easements. This "second" pipe system could utilize the same outfalls and easements, so land
acquisition would not be a concern. Similar to the first option,this would still result in the need to "up-size"
the downstream lift station wet well to accommodate the additional flow.The advantage to this construction
is the original system does not have to be disturbed; so, service to existing customers cannot be interrupted.
The second system will not require such large pipes.A smaller pipe may be laid,which could possibly utilize
the existing manholes.This option was not chosen because the original system,being 50 years old, is known
to be in various stages of disrepair and this option would not address those issues. Also, there is no cost
savings; as the second system would have to be installed by traditional trenching as the new, proposed
system. Further any savings gained by reducing manhole costs would likely be spent by coring new
connections and"re-shaping" the manhole troughs to accommodate the second system.
By the end of 2024, Johnston County is scheduled to complete construction of a new"regional" lift station,
located about 1.5 miles to the north and west of the Park. This new "regional" station is designed to have
adequate capacity and will act as a mid-station for multiple municipal waste streams. This option was
dismissed for three reasons: (1)this option requires the installation of 1.5 miles of force main, as there is not
enough relief between the origination point and the destination point to free-flow sewer; (2) this option will
"halt"growth in the interim,while we wait on the Johnston County "regional"station to be constructed; (3)
this option is subject to a construction timeline that is likely to be postponed. No matter the good intentions
of the County,the bidding process,the supply-chain issues,natural disasters,delays in permitting,and a host
of other reasons makes this option likely to be delayed;and, it is unclear the scope and duration of this delay.
PROPOSED METHOD OF CONSTRUCTION AND CONSTRUCTION CONTRACTS
This project is proposed to be completed by the traditional design/bid/build process with sealed competitive
construction bids.The Town of Smithfield will contract with a consulting engineering firm through a Request
for Qualifications process; to provide design,permitting,bidding assistance,and construction administration
services for the entirety of this project. Construction procurement for this project will be achieved through
competitive bidding.
Construction work will be accomplished through the use of a single utility contractor.The project will be bid
as one project to replace the existing gravity sewer line with a larger diameter pipe and the installation of a
supplemental wet well, designed to increase storage at the pump station. Additional contracts will be used
for survey, design, project administration and inspections.
PERMITS REQUIRED
As previously mentioned, the only permits required for this operation will be from the NCDE,Q Division of
Water Resources for "up-sizing" the gravity system; and, the NCDEQ Division of Land Quality, so that
appropriate erosion control devices and practices are applied to the construction of the larger line.

CONSTRUCTION COST ESTIMATE
Preliminary Opinion of Probable Cost—Gravity Sewer Replacement
# Item Quantity Units Unit Cost Total Cost
Mobilization 1 _ $ 62,000
Erosion& Sediment Control 1 LS $ 228,000
Manhole 0'-8' deep 22 FA $ 4,500.00 $ 99,000
Manhole 8'-12' deep 5 EA $ 5,500.00 $ 27,500
Manhole 12'— 18' dee 5 EA $ 7,500.00 $ 37,500
36"PVC pipe 5,600 LF $ 395.00 $ 2,21,200.00
Bore&Jack w/casing 120 LF $ 1,415.00 $ 169,800
8' Diameter Wet-Well 1 LS $ 215,000
SUB-TOTAL $ 3,050,800
Contingency 10% $ 305,080
Administration $ 25,000
Engineering Design Fees $ 155,000
Surveying $ 114,000
Project Inspection Fees $ 96,000
Other Engineering Fees $ 50,000
TOTAL $ 3,795,880
No Real property acquisition required for this project
PROJECT SCHEDULE
The proposed project schedule is provided below
Pro osetl Project Schedule
Activi Time to Complete Cumulative Project Time
RFQ for Engineer/Survey Engineer/Survey 3 months 3 months
Design 6 months 9 months
Permitting 3 months 12 niontlis
Bidding 2 months 14 months
Contract Award 1 month 15 months
Construction 18 months 33 months
Completion 2 months 35 months

PROJECT BUDGET
Overall Project Bud et
Budget Information-Construction
Cost Classification a. Total Cost b. Cost Not Allowed c. Total Allowable
for Participation Cost Column a-b
Construction $ 3,050,800 $ - $ 3,050,800
Const.Conti n encies 10% $ 305,080 $ - $ 305,080
SUB TOTAL $ 3,355,880
Administrative fees $ 75,000 $ - $ 25,000
Engineering fees $ 155,000 $ - $ 155,000
Surve in fees $ 114,000 $ - $ 114,000
Inspection fees $ 96,000 $ - $ 96,000
Other Engineering fees $ 50,000 $ - $ 50,000
TOTAL PROTECT COSTS $ 3,795 880 $ - $ 327951880
Please contact me if you have any questions or concerns regarding this report at(919)934-2798; or at
ted_credlc�d�smithfield-nc.com Thanks.
Sincerely, ++++v111n181"I i
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026977
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Walter"Ted"Credle
Public Utilities Director
Enclosures: Location of Project Area
Map of West Smithfield Business Park
Other Town Development Projects
Woodleaf Development
Project Area Highlighted
Pump Station
Cc: Skip Green, Skip Green& Associates
File

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Duplicate Wet Well 0
Fencing Modification
Additional Controls

NX OOten 120 N Boylan Avenue
Raleigh. NC 27003
[phone]
April 3, 2024
NCDEQ - Division of Water Resources
Water Quality Regional Operations Section
3800 Barrett Drive
Raleigh,NC 27609
Re: Sewer Fast Track Application, Comment Response
West Smithfield Sanitary Sewer Improvement
Smithfield,North Carolina
TWC No. 2698-CG
Mr. Pasha:
We are in receipt of your comments emailed to us on March 7, 2024. Please find below
responses to the comments, including attached additional information as needed. Note that the
responses are noted in italics below each comment.
1. 1.Section 11.1 of the FTA: Previous permit WQ0039941 has a facility/project name as
'Kellie Drive Water and Sewer Extension'. Please verify if the project name is correct.
Project name is as shown on the drawings cover sheet: West Smithfield Sanitary Sewer
Improvements. Note that the application form provided the previous permit number but
since this is a new improvement project(replacing existing sewer), this project should be
considered a new project and thus, receiving a new permit.
2. Although there is currently zero flow, a Flow Tracking for Sewer Extensions (FTSE)
Form is required. The WWTF specified in Section IV of the application needs to verify
that it has adequate capacity to accept the wastewater when the project is complete and in
operation and will not violate G.S. 143-215.67(a). Please refer to Section E of the
Application Instructions for further information.
The FTSE from the Town of Smithfield and the FTSE from Johnston County are enclosed.
The WWTF capacity is adequate to accept flow from the project.
3. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization
specified in Section IX.5. of the Fast Track Application.
The 4011404 permitting process is still on going. An onsite meeting with the USACE was
held on January 11, 2024. From that meeting, additional field surveys for endangered
f
TheWootenCompany.com ; ;/: r� ,r DESIGNING THE FUTURE ►

X% OOten 120 N Boylan Avenue
Raleigh. NC 27603
[phone]
species was requested by USACE and USFWS. These surveys have since been completed
and a final report being prepared. Based on the findings, it is possible that no 404
permit will be required due to the nature of the project. We will provide the permit status
letter or follow-up as soon as it has been received.
4. According to the narrative there is an aerial crossing,therefore, Section IX.7 is checked
'yes'. Please provide additional design details of the aerial sewer crossing. Enclosed are
plan sheets Cl.02, C1.03, C2.01 and SI01 (structural) showing the design of the aerial
sewer crossing.
5. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy
of a USGS Topographic Map and an aerial map should be included with the application.
The maps need to clearly identify the project area, including the closest surface waters,
general location of the gravity sewer,pumpstations, and force mains, and the downstream
connection points for the receiving sewer. Please provide the required maps according to
the application requirements. A USGS map and an aerial map are enclosed as requested.
If you need additional information or have any questions, please feel free to contact us at(919)
828-0531 or email me directly at bjohnson'u?thewootencompany cone.
Respectfully,
THE
�WOOTEN COMPANY
�`V
W. Brian Johnson, PE
Enclosures: as stated.
cc: TWC File
The WOotenCompany.Com DESIGNING THE FUTURE

State of North Carolina
Department of Environmental Quality
Division of Water Resources
ivlfulon of Water Re-4ources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Smithfield
Project Name for which flow is being requested: West Smithfield Sewer Improvements
More than one FTSE may be requirerl.for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: CJCRWWTF
b. WWTP Facility Permit#: NCO030716 - Outfall I
All flmvs are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.1744
e. WWTP facility's actual avg. flow 6.249 (2023 Influent ADF)
f. Total flow for this specific request 0.0
g. Total actual and obligated flows to the facility 8.4235
h. Percent of permitted flow used 66%trib, 89% w/paper
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
* The Firm Capacity(design flow)of any pump station is defined as the 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): Neuse River Interceptor Replacement
Downstream Permit Number: WQ016447
Page 1 of 6
FTSE 10-23

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III. Certification Statement:
I Chandra C. Farmer, P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
— C LA�4� (- , ��- a., q � 3
Signing Official Signature 6 bate'
Imo.. -weuAw- 4 �A'Aln
Title of Signing Official
Page 2 of 6
FTSE 10-23

State of North Carolina
:A Department of Envirounretttal uality
Division of Water Resources
F3ivl�1[)r� O 4�1:�£c*r Ctct r,��a'�.e Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Smithfield
Project Naive for which flow is being requested: W. Smithfield Sewer Improvements
More than one T TSL may be required for a single project if the owner of the WWTP is trot responsible for all pump
stations along the route of the proposer)wasteivater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: CJCRWWTF
b, WWTP Facility Permit#: NC0030716 - Outfall 1
All floivs are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.1423
e, WWTP facility's actual avg. flow 6.249 (2023 influent ADF)
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility 8.4234
h. Percent of permitted flow used 66%trib, 89% Nv/paper
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***
1 CS00270 3.19 1.27 0.594 0.05 0.644 0.626
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(pt) not
less than 2.5,per Section 2.02(A)(4)(c)of the Minim um 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):
Downstream Permit Number:
Page I of 6
FTSE 10-23

III. Certification Statement:
i
I Ted Credle 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 norinal circumstances, given the implementation of the planned improvements 3
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
3 Z
Signing Official Signature Date
Title of Signing Official
Page 2 of 6
FTSC 10-23

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2. RIM ELEVATIONS ALONG OUIFAIlS SHALL 12 s_ 12" III IIIIIIIII IIIIIIIII-( 2 ALL MANHOLE CONNECTIONS SHALL BE
BE A MINIMUM OF 3'ABOVE IXISTING (SEE NOTE 8 SLEEVE B00T 7 MINIMUM AVERAGE WEIGHTS III' III-
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LOCATED WITHIN THE FLOOD-,RIM I RING 7901ba. L,GROUND III- MACHINE AND PROVIDED WITH
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OF ASTM-C923. 2'-9 14'
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WEEN RDNFORCORCED ?
PROVIDE MANHOLE INSERTS MANUFACTURED FROM HIGH DENSITY POLYETHYLENE,MEETING THE REQUIREMENTS CONCRETE MANHOLE STRUCTURES,PIPES AND LATERALS.
e. MPNHOLES GREATER THAN 18 FEET IN DEPTH SHALL HAVE AN INSIDE DIAMETER OF 5'-0".FOR SANITARY SEWER MAINS OF ASTM D-1248,CLASS A CATEGORY 5,TYPE III.INSERTS SHALL BE EQUIPPED WITH I GAS RELIEF V
GREATER THAN EIGHTEEN INCHES(18')IN DIAMETER,MANHOLES SHALL BE A MINIMUM OF 5'-0'IN DIAMETER. 1 VACUUM RELIEF VALVE,A CROSS-LINKED POLYETHYLENE GASKET AND ONE HEAVY WEIGHT POLYPROPY4ENE Q
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CCVERVENT TOP TO BE ELEVATEDAT LEAST NLHESMOVE THE AGO YEAR FLOOD PLAIN ELEVA-ION. ROAD FABRIC OR APPROVED EQUAL.
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N SMITHFIELD,NORTH CAROLINA 07.15 SMITHFIELD,NORTH CAROLINA 07.67
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Copyright:©2013•National•Gerog'ra, Society,i-cubed
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Legend Wooten
® Manhole ► Gravity Main The Woolen Company makes every effort to produce and publish GIS maps using the most
L S current and accurate information possible,however the maps are strictly for planning purposes
Lift Station Force Main only.The maps are compiled from recorded deeds,plats,and other public and private records
and data. Users of the maps are hereby notified that the aforementioned public primary
j g Project Area information sources should be consulted for verification of the information on this map.The
Project Alignment n me nt Wooten Company assumes NO responsibility for the information contained on the maps unless
the map is signed and sealed by a licensed Professional Land Surveyor. Please contact the
GIS Group at(819)828-0531 or [e-mail] for data source information.