WQ0045505_Application (FTSE)_20240808

NC Department of Environmental Quality
State of North Carolina
May 23 2024 Department of Environmental Quality
DWR Raleigh Regional Office Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: WQ0045505 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Selma(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: Phillip McDaniel per 15A NCAC 02T.0106(b)
Title:Deputy Town Manager/Fire Chief
4. Applicant's mailing address: 114 North Raiford Street Additional Info Rec. July 16, 2024 and July 29, 2024
City: Selma State:NC Zip: 27576-
5. Applicant's contact information:
Phone number: [phone] Email Address:pmcdaniel ibselma-nc.com
II. PROJECT INFORMATION:
1. Project name:Eastfield Business-Industrial Park Pump Station
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:Johnston
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.5173' Longitude: -78.2655'
5. Parcel ID(if applicable): 261400-85-4264(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Daniel S.Deiseroth,P.E. License Number: 055810
Firm: The Gateway Engineers,Inc.
Mailing address: 100 McMorris Road
City: Pittsburgh State:PA Zip: 15205-
Phone number: [phone] Email Address: [e-mail]
tewayengineers.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Central Johnston County Regional Wastewater Facility Permit Number:NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0043778- South Selma Regional Pump Station and Forcemain
2. Downstream(Receiving) Sewer Information: 6 inch ❑ Gravity ® Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00060
Owner Name(s): Johnston County
FORM: FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a 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.0115(c)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential(Individually Owned) ❑Retail(stores,centers,malls) ❑ Car Wash
❑ Residential(Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices/factories ❑Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 0%Domestic 0%Commercial 0%Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect? ❑Yes ❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ❑No
➢ If Yes,provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a'" No.of Units Flow
Outfall with-0-flow gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total T GPD
a See 15A NCAC 02T .0114(b),d), (e)(1) and(e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 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

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
➢ 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&MDC(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: Eastfield Business-Industrial Park Pump Station
2. Approximate Coordinates(Decimal Degrees):Latitude: 35.5173' Longitude: -78.2655'
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 0.356 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): 247 gallons per minute(GPM)at 21.40 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6 13,501 PVC
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.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump,including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
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
zWater mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
zWater mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-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(fl or(g), see Section X.1 of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes [-]No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ®Yes [-]No ❑N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ®Yes Basin name: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.0 I 05(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:
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. Aooroval of the renuest will be issued
concurrently with the a roval of the permiL and proiects reguiring a variance apiproval may be subject to lon er
review times.For prolects re uirin two or more variances or where the variance is determined by the Division to be a
sip.nificant portion of the vrolect,the full technical review is re uired.
2. Professional Engineees�Certification: ,y
I, P4AI/e4w S. �/� �dt(e 6st that this application for r AL
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item I1.1) m 64
�1W47ri0
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 NC�AA i61A. 7®�),/�
:............V .... ..........
North Carolina Professional Engineer's seal,signature,and date: of .SSly,�iy
SEAL
055810
INE
3. Applicant's Certification per 15A NCAC 02T.0106(b):
r1, 4, 1P AOCAn(GI ,attest that this application for ty,&fMk16J&.f —1A1 -,U(Ar�-f-
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1}Ak v01A
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 xceed ,000 as well as civil enalties up o$25,000 per violation.
y �
Signatur . Date: 711,
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Divislo'n of kNater Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Selma
Project Name for which flow is being requested: Eastfield Business/Ind Park Pump Station
More than one FTSE nzay be required for a single project if the owner of the WWTP is trot responsible for all pump
stations along the route of the proposed rvastervater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP - Outfall 1
b. WWTP Facility Permit 4: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 7.5
d. Estimated obligated flow not yet tributary to the WWTP 1.223
e. WWTP facility's actual avg. flow 6.249 (2023 Influent ADF)-
1.469 to be divert to 210
WWTF =4.780
f. Total flow for this specific request 0 (4 5,009
There is no flow in tributary
g. Total actual and obligated flows to the facility 6.003
h. Percent of permitted flow used 64%, 80% with 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/po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
S. Selma 43778 4.4640 1.7856 0.1097* 0 0.1097 1.6760
Selma r.n 41331 3.4560 1.4446 1.1745* 0.0262 1.2007 0.2439
Buffalo 40380 6.9120 2.7648 2.2828 0.2152 2.4980 0.2668
* diverted tributary flow included
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.
Page 1 of 7
FTSE 10-23

Downstream Facility Name (Sewer): Pine Level Sewer FM Replacement
Downstream Permit Number: WQ0042434
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.
Signing Official Signature ate
itfr�( Gam/ U 1��A-j
Title of Signing Official
Page 2 of 7
FTSE 10-23

CELEBRATING , GATEWAY
100 McMorris Road
Pittsburgh, PA 15205
E N G I N E E R S 412-921-4030
A FULL-SERVICE CIVIL ENGINEERING FIRM ❑® Gateway Engineers,com
July 16, 2024
C-46118-0005
NCDEQ
Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh,NC 27609
Attn: A B M "Tanvir"Pasha, Environmental Engineer
Subject: Letter of Transmittal - Eastfield Business—Industrial Park Pump Station
Town of Selma Wastewater Collection System
Dear Tanvir,
The Gateway Engineers, Inc. (Gateway) is pleased to submit on behalf of AdVenture
Development the attached Fast Track Sewer System Extension Application items for the
Eastfield Business—Industrial Park Pump Station. The pump station will be located on
Providence Boulevard in the Town of Selma, Johnston County.
If you should have any questions,please contact me at 412-409-2380.
Sincerely,
THE GATEWAY ENGINEERS, INC.
::SZ7;!�Z,,
Dennis J. Flynn, P.E.
Project Manager
cc: Kevin M. Dougherty, Managing Partner, Eastfield Associates, LLC
Daniel S. Deiseroth, P.E., President Emeritus, The Gateway Engineers, Inc.
Phillip McDaniel, Deputy Town Manager/Fire Chief, Town of Selma
\\pghpanzura0l\corpdata\projects\46000\46118 eastfield development\-0005 eastfield pump stations\docs\sanitary permits-fast track\2024
resubmitted fast track permits\business-industrial pump station\transmittal for bus-ind park ps.docx
ENVIRONMENTAL14,
FULL- SERVICE CIVIL ENGINEERING
ASSET MANAGEMENT

CELEBRATING , GATEWAY
100 McMorris Road
Pittsburgh, PA 15205
E N G I N E E R S 412-921-4030
A FULL-SERVICE CIVIL ENGINEERING FIRM ❑® Gateway Engineers,com
July 16, 2024
C-46118-0005
Subject: Narrative -Eastfield Business—Industrial Park Pump Station
Town of Selma Wastewater Collection System
The Fast Track Sewer Application is being submitted for the proposed Eastfield Business—
Industrial Park Pump Station on behalf of Adventure Development. It will be located on
Providence Boulevard in the Town of Selma, Johnson County.
The following items are being submitted as part of this application:
1. Narrative Letter
2. FTA 10-23
3. FTSE 10-23
4. USGS Topographic Map
5. Aerial Site Location Map
The pump station will include approximately 13,501 linear feet of 6"PVC force main which
includes a portion of the existing 6"Pine Level force main under US Hwy 70A which is being
transferred from Johnston County. The force main ultimately connects to the South Selma
Regional Pump Station(permit number WQ0043778). The Eastfield Business-Industrial Pump
Station is being permitted with zero flow since all upstream flows are anticipated to be permitted
within the next 10 years.
\\pghpanzura0 I\corpdata\projects\46000\46118 eastfield development\-0005 eastfield pump stations\docs\sanitary permits-fast track\2024
resubmitted fast track permits\business-industrial pump station\narrative for bus-ind park pump station.docx
ENVIRONMENTALFULL- SERVICE CIVIL ENGINEERING
ASSET MANAGEMENT

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THE GATEWAY ENGINEERS,INC.RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS.DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY p❑ n
ITS RESPONSIBLE PARTY.THE USE,REPLICATION,REPRODUCTION,OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. d Z

i
Jessica Escobedo
From: Turnbull, Robert T <Robert.Turnbull@terracon,com>
Sent: Thursday,April 28, 2022 9:29 AM
To: Charlie Yowell; Mark McDonnell
Cc: Cord Blendermann; [e-mail],com
Subject: RE: Eastfield water line question
EXTERNAL:Use caution with attachments and links.
Yes,you are correct. Since the permanent impacts to wetlands are<0.1 acre for the entire proposed Town of Selma
system that is shown on the exhibit provided to Chris, both of these installations are covered.
Robert
Robert T. Turnbull
Department Manager I Natural Resources
lFrerracon
2401 Brentwood Road, Suite 1071 Raleigh, NC 27604
D [phone] 10 [phone] 1 M [phone]
robert.turnbull9bterracon.com I Terracon.com
Ifl G F
From: Charlie Yowell<[e-mail]>
Sent:Thursday, April 28, 2022 8:24 AM
To:Turnbull, Robert T<[e-mail]>; Mark McDonnell<[e-mail]>
Cc:Cord Blendermann <[e-mail]>; [e-mail]
Subject: RE: Eastfield water line question
Hi Robert—just to confirm,this would also cover the sanitary forcemain installation between West Blanche Street and
US70A as well as the forcemain between 70A and 70?Applicable snips below, forcemain is in orange.Thank you!
i

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PROP. PUMP STA-
• f TO NEW PINE LEV
Thanks!
Charlie Yowell, P.E.
Principal
o 919-578-9000/c 540-461-0373/[e-mail]
BGHLER //
2

From:Turnbull, Robert T<[e-mail]>
Sent:Tuesday,April 26,2022 2:13 PM
To: Mark McDonnell <[e-mail]>; Charlie Yowell<[e-mail]>
Cc:Cord Blendermann<[e-mail]>
Subject: FW: Eastfield water line question
EXTERNAL.Use caution with attachments and links.
Mark/Charlie,
Please see below. Based on the information that we have provided, Chris has verified that the waterlines at US70A and
Providence Blvd south of Blanche Street are covered under the attached USACE Nationwide Permit and do not require
written approval prior to construction.
If you have any questions or concerns, please let me know.
Thanks,
Robert
Robert T. Turnbull
Department Manager I Natural Resources
Wrerracon
2401 Brentwood Road, Suite 107 1 Raleigh, NC 27604
D [phone] 1 0 [phone] 1 M [phone]
robert.turnbullOterracon.cum I Terracon.com
jn [i r
From: Hopper,Christopher D CIV USARMY CESAW(USA) <[e-mail]>
Sent:Tuesday,April 26, 2022 1:39 PM
To:Turnbull, Robert T<Robert.Turnbull(@terracon.com>; Cohn, Colleen M <[e-mail]>
Cc:Todd Young<tyounFPselma-nc.com>; Matthew Morris<[e-mail]>; Randy Cahoon-Tingle<rcahoon-
[e-mail]>
Subject: RE: Eastfield water line question
Good Afternoon, Robert:
Thank you for the attachment, forwarded information below, and for your time on the phone earlier this afternoon.
I understand from our telephone conversation that the 'Prop. Master Meter Location', located on the north side of
Highway US 70A, would be the Town of Selma's proposed connection with the Town of Pine Level's(Town's) existing
collection system. I further understand that in addition to serving Eastfield Crossing and surrounding developments,that
a portion of the project's purpose and need would be to provide redundancy in the Town's water distribution system to
mitigate potential future compromise of the Town's critical infrastructure.
Further, I have verified with Town of Selma that this would be their project.As such they would be the responsible party
for complying with all general and regional conditions of the attached Nationwide Permit (NWP)58.
3

Based on the above exchanges, it appears this project does satisfy the'independent utility' requirement of NWP 58.
Please note,these conditions include complying with the State's 401 Water Quality program, National Flood Insurance
Program, National/State Historic Preservation Act, and Endangered Species Act. Please also note the latter does not
view stream impacts, even temporary open-cut crossings,to be 'no effect' in areas known to support listed aquatic
species.Any'may affect'determination would be a trigger for written notification to utilize NWP 58. Please ensure each
of these reviews are completed prior to ground disturbance.
Please also be aware that occupying a corridor intended as a future permitted impact does not render that future
impact'approvable'.The co-location of infrastructure argument for any future permit request along this alignment as
avoidance and minimization of impacts should not be a stand-alone position.
Thank you for the opportunity to assist. Please do not hesitate to call or reply with questions or concerns.
Regards,
Christopher D. Hopper
Regulatory Specialist
U.S.Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive,Suite 105
Wake Forest, NC 27587
O: [phone], Ext. 35
M: [phone]
We would appreciate your feedback on how we are performing our duties.Our automated Customer Service Survey can
be accessed by copying and pasting the following link into your web browser:
https//regulatory ops.usace army,mil/customer-service-survey/.Thank you for taking the time to visit this site and
complete the survey.
From:Turnbull, Robert T<Robert.TurnbulICcDterracon.com>
Sent:Thursday,April 21, 2022 11:06 AM
To: Hopper, Christopher D CIV USARMY CESAW(USA)<Christopher.D.HopperC�usace.armv.mil>
Subject: [URL Verdict: Neutral](Non-DoD Source] RE: Eastfield water line question
Hey Chris,
Please see attached revised exhibit showing the connections to the Pine Level system and removing references to
Eastfield.The engineer also provided these additional details:
- The Pine Level force main extension, along US70A& US70 is proposed to provide additional capacity for future
developments within the Town of Selma and Johnston County.
- The water and force main extensions connections proposed near the connection of Providence Blvd and US70A,
east of Firetower Rd, are proposed by the Town of Selma to provide services for future developments in the
areas north of U570A and east of 195.
1 will coordinate a meeting in the near future regarding all these moving parts. Please let me know if you need any
further clarification on these waterlines.
Thanks,
Robert
a

Robert T. Turnbull
Department Manager I Natural Resources
Wrerracon
2401 Brentwood Road, Suite 107 1 Raleigh, NC 27604
D [phone] 1 O [phone] 1 M [phone]
rube LtiumauU(dOterracon.com I_TgLracon.com
in O
From: Hopper, Christopher D CIV USARMY CESAW(USA)<[e-mail]>
Sent: Monday, April 18, 2022 9.32 AM
To:Turnbull, Robert T<[e-mail]>
Subject: RE: Eastfield water line question
Robert—I confirmed with Selma this is their project. I just need a map that shows that, on an exhibit that doesn't
identify the infrastructure as Eastfield's, and the connection to Pine Level. Perhaps a write-up that explains the overall
purpose (e.g.system redundancy,additional capacity, etc).
I'd still like to meet to discuss all these moving parts and a smooth path forward.
Christopher D. Hopper
Regulatory Specialist
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive,Suite 105
Wake Forest, NC 27587
0: [phone], Ext.35
M: [phone]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can
be accessed by copying and posting the following link into your web browser:
https://regulatory ops usace.army mil/customer-service-survey/.Thank you for taking the time to visit this site and
complete the survey.
From: Hopper, Christopher D CIV USARMY CESAW(USA)
Sent: Friday, April 15, 2022 1:19 PM
To:Turnbull, Robert T<[e-mail]>
Subject: RE: Eastfield water line question
Thank you, Robert:
The map provided, "Eastfield Development— Preliminary Water& Sewer Systems Layout" for Eastfield Crossing in
Selma, North Carolina does not appear to demonstrate the independent utility we discussed. Connections to
surrounding development and the Town of Pine Level are not shown; only lines and potential elevated storage tank
locations intended to serve the proposed project area. An existing line to Pine Level is shown, as are existing lines to
surrounding areas. Also, if this is a Town of Selma project, I would expect to be interacting with them in these
discussions.
s

At a minimum I'd like to have a telephone conversation to discuss, but I wonder if another face-to-face meeting is in
order.We are here to assist you and your client to move these projects forward.Thanks in advance for reaching out to
me about this; I would like to assist in identifying a path forward.
Chris
Christopher D. Hopper
Regulatory Specialist
U.S.Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive,Suite 105
Wake Forest, NC 27587
O: [phone], Ext. 35
M: [phone]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can
be accessed by copying and posting the following link into your web browser:
https.//regulatory ops.usace army.mil/customer-service-survey/.Thank you for taking the time to visit this site and
complete the survey.
From:Turnbull, Robert T<Robert.Turnbull(@terracon.com>
Sent:Tuesday, March 22, 2022 11:08 AM
To: Hopper, Christopher D CIV USARMY CESAW(USA) <Christopher.D.Hopperpusace.army.mil>
Subject: [URL Verdict: Neutral][Non-DoD Source] RE: Eastfield water line question
Chris,
To clarify this Eastfield waterline question, please see attached overall utility exhibit for the Eastfield Crossing
Development showing the full extent of the waterline. Here are some additional details:
The waterline and sewer forcemain running through wetland area between W. Blanche Street and US70A will be
Town owned and maintained lines that will be servicing the surrounding development.The proposed impacts
for these utility installations will be less than 0.10 acres of wetland disturbance and the full impacts for the road
construction will be permitted through an Individual Permit in Adventure's name.
The sewer forcemain running through wetland area between south of the proposed roundabout on US70A will
be County owned and maintained and will be servicing the Town of Pine Level and Eastfield Crossing.The
proposed impacts for this utility installation will be less than 0.10 acres of wetland disturbance and the full
impacts for the road construction will be permitted through an Individual Permit in the Town of Selma's name.
Please let me know if you have any additional questions.
Thanks,
Robert
Robert T. Turnbull
Department Manager I Natura Resources
ff rerracon
2401 Brentwood Road, Suite 107 1 Raleigh, NC 27604
D [phone] 1 0 [phone] 1 M [phone]
robe-t.turn bullCaLtrrAc9.RSUm 1 Terracon.ca�
6

111 � r
From: Hopper, Christopher D CIV USARMY CESAW(USA)<[e-mail]>
Sent:Thursday, March 10,2022 2:02 PM
To:Turnbull, Robert T<[e-mail]>
Subject. RE: Eastfield water line question
Thanks for the email, Robert:
think we discussed this during our call, but can you please clarify the purpose of the waterline and perhaps a complete
alignment?The line extends to the north off the sheet provided.
Christopher D. Hopper
Regulatory Specialist
U.S.Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive,Suite 105
Wake Forest, NC 27587
0: [phone], Ext. 35
M: [phone]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can
be accessed by copying and posting the following link into your web browser:
https.//regulatory ops.usace.army.mil/customer-service-survey.'.Thank you for taking the time to visit this site and
complete the survey.
From:Turnbull, Robert T<[e-mail]>
Sent:Thursday, March 10,2022 8:33 AM
To: Hopper, Christopher D CIV USARMY CESAW(USA)<[e-mail]>
Subject: [URL Verdict: Neutralj(Non-DoD Source) Eastfield water line question
Chris,
I wanted to follow up on a question that I asked you a few weeks ago regarding the installation of a water line on the
Eastfield property.The Town of Selma would like to install a water line within the proposed road corridor on the
property (see attached plan).The impact resulting from the road impacts will be a part of the Individual Permit that will
be submitted.
Can the town go ahead and install the water line prior to the Individual Permit authorization?The impacts from that
activity would be temporary and would be below the threshold for written notification.
Please let me know if that activity can be started or if the Town needs to wait on the permit authorization.
Thanks,
Robert
Robert T. Turnbull
Department Manager I Natural Resources
7

ffrerracon
2401 Brentwood Road, Suite 107 1 Raleigh, NC 27604
D [phone] l 0 [phone] 1 M [phone]
r �f��llate*racon.com 1 Terracon.com
111 6 F
Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with
responsiveness, resourcefulness, and reliability.
Private and confidential as detailed here {www.terracon.com/disclaimer). if you cannot access the hyperlink, please e-mail
sender.
8

r
MAYOR INTERIM
Byron lames McAllister TOWN MANAGER
Phillip McDaniel
MAYOR PRO-TEM
Joe Scar born TOWN CLERK
NfA Dalton Larsen-Batten
COUNGII.MEMBERS
Amy West Whitley TOWN ATTORNEY
Susan Parrish Watson --4mw- Alan"Chip" Hewett
William Overby rk$C*082*0A0a OP TRADITION AND INNDVtYDM
May 16, 2024
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: Delegation of Signature Authority
Town of Selma Wastewater Collection System
NCDEQ Permit Number WQ004133 l
Central Johnston County Regional WWTP
NPDES Permit Number NCO030716
Eastfield Pump Stations
NCDEQ Permit Numbers WQ0044329, WQ0044334, WQ0044333
To Whom It May Concern: .
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all permit
applications, discharge monitoring reports, and other information relating to the operations at the subject facility
as required by all applicable federal, state, and local environmental agencies specifically with the requirements
for signatory authority as specified in 15A NCAC 2B. 0506.
Individual#1 Individual 42 i a licable
Name: Phillip McDaniel NA
Title: Deputy Town Manager/Fire Chief NA
Mailing and Physical
Address: 114 North Raiford St NA
Selma, NC 27576
Email Address: pmcdaniel@,selma-nc.com NA
Office Phone: [phone] NA
Mobile Phone: [phone] NA
[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK)
114 N Raiford Street- Selma,NC 27576- P: [phone] - F:[phone] -www.selma-nc.com

If you have any questions regarding this letter,please feel free to contact me at either my email address or
phone number.
Sincerely,
Byron McAllistc
Town of Selma Mayor
114 North Raiford St
Selina, NC 27576
bmcallister&selma-nc.com
Office Phone: [phone]
114 N. Raiford Street•Selma,NC 27576•P:[phone] •F:[phone].www.selma-nc.com

DocuSign Envelope ID:QE61F257-C10E-4651-878B-94506CF2DBEB
EA 'z T F I E L D
May 16, 2024
These applications were returned due to incomplete submission. The Division
NCDE
Q is processing each of them with a new application number. However,
Raleigh Regional Office The Gateway Engineers, Inc. now in charge on those.
Water Quality Section Project Names:
3800 Barrett Drive Eastfield Pump Station 4
Eastfield Business-Industrial Park Pump Station
Raleigh, NC 27609 Eastfield Commercial Pump Station
Attn: Raleigh Regional Office Fast Track Applications
Subject: Notice of Additional Consulting Engineering Firm
Town of Selma Waterwater Collection System
NCDEQ Permit Application Numbers WQ0044334, WQ0044329,
and WQ0044333
To whom it may concern,
This notice is to inform you that AdVenture Development, LLC has obtained the engineering services of
The Gateway Engineers, Inc. in addition to Bohler Engineering for our Eastfield development project.
Please be advised that information and inquiries may be submitted by The Gateway Engineers, Inc.
and/or Bohler Engineering on behalf of AdVenture Development, LLC.
If you have any questions or require any additional information, please contact me at
Sincerely,
ff DocuS gned by
�bul�.t,Y�
BDAB36D0CD7aa69
Kevin M. Dougherty
Eastfield Associates, LLC, Managing Partner
101 South Raiford Street,Suite 200,Selma NC 27576'Office(919)965-5661 *Fax[phone]

[External] FW: Additional Information Request_Eastfield Industrial Park Pump Station
Dennis J. Flynn, P.E. <[e-mail]>
Mon 7/29/2024 7:19 AM
To:Pasha,Tanvir<[e-mail]>
0 2 attachments(3 MB)
2024-7-16 Fast Track Application for Business-Industrial PS.pdf;Eastfield Business FTSE.pdf;
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,
Please see the attached flow tracking form to be included with the fast track application.
There are items associated with the force main transfer that are still being finalized, but that form will still be sent along to you once it
is prepared.
Thank you,
Dennis
Dennis J.Flynn, P.E. Project Manager,Safety Tier 4
100 McMorris Road, Pittsburgh PA 15205 P: [phone] F: 412-921-9960 C: 724-510-1630 E: [e-mail]
The Gateway Engineers, Inc. People, Projects,and Purpose. www.gatewaygngineers.com
NOTICE—This communication may contain confidential and privileged information that is for the sole use of the intended recipient.Any viewing,copying or distribution of,or reliance on this message by
unintended recipients is strictly prohibited.If you have received this message in error,please notify us immediately by replying to the message and permanently deleting it from your computer.Thank you.
From:Dennis J. Flynn,P.E.
Sent:Tuesday,July 16,2024 4:50 PM
To:'Pasha,Tanvir'<tanvir.pasha @deq.nc.gov>; [e-mail]
Cc:Daniel S.Deiseroth, P.E.<[e-mail]>;Joshua M.Scanlon,P.E.<jscan Ion @gatewayengineers.com>;Kevin Dougherty
<[e-mail]>; Mark McDonnell<[e-mail]>; Ken Wall<[e-mail]>; Matt Phillips
<[e-mail]>; Hall,Michael<[e-mail]>;Shanin D.Asbury<sasbury@gatewayengi nee rs.com>
Subject:RE:Additional Information Request_Eastfield Industrial Park Pump Station
Hello Tanvir,
We have prepared the updated Fast Track Application in accordance with your comments below and the Application package items
are attached. An original hard copy will follow.
Johnston County anticipates sending their updated and signed Flow Tracking form tomorrow morning which will be provided upon
receipt.
Please let me know if you have any questions associated with this.
Thank you,
Dennis
Dennis J.Flynn, P.E. Project Manager,Safety Tier 4
100 McMorris Road, Pittsburgh PA 15205 P: [phone] F: 412-921-9960 C: 724-510-1630 E: [e-mail]
The Gateway Engineers, Inc. People, Projects,and Purpose. www.gatewayengineers.com
NOTICE—This communication may contain confidential and privileged information that is for the sole use of the intended recipient.Any viewing,copying or distribution of,or reliance on this message by
unintended recipients is strictly prohibited.If you have received this message in error,please notify us immediately by replying to the message and permanently deleting it from your computer.Thank you.

From:Pasha,Tanvir<tanvir.pasha deq.nc.gov>
Sent:Monday,June 17,2024 2:15 PM
To:[e-mail]
Cc:Daniel S.Deiseroth, P.E.<[e-mail]>; Dennis J.Flynn, P.E.<DFlynn _gatewaygngineers.com>;Joshua M.Scanlon,
P.E.<jscanlon _gatewayengineers.com>;Kevin Dougherty<kmd(�adventuredev.com>; Mark McDonnell<[e-mail]>;
Ken Wall<kwall selma-nc.com>;cyowell bohlereng.com; Matt Phillips<mphilh [e-mail]>;Hall, Michael
<[e-mail]>
Subject:Additional Information Request_EastField Industrial Park Pump Station
Hello Phillip and Charles,
After reviewing the Fast Track Sewer System Extension Application for Eastfield Industrial Park Pump Station,additional information is required
in order to further process the application. Please provide the following information by 7/16/2024,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. FTA 06-21: (Please submit the latest FTA 10-23 with addressing the following)
a. Application No.WQ0044334 was returned on January 26, 2024 due to incomplete submission. Please keep the field
blank for the division.
b. Verify that the parcel ID in Section 11.5 is correct.
C. Verify that the Consultant Information in Section 111.1 and X.2 is correct and is the primary consultant for this application.
d. Section IVA needs correction on the Facility Name as listed under the permit NC0030716
e. Section V1.5 should check if there is any pre-treatment is in effect for any industrial wastewater.
f. Section V1.6 needs to be checked.
g. Section V111.5:The length of the force main does not align with the narrative.
h. Section IX.6 indicates compliance with additional permits/certifications.What are the other permits/certifications that
are dependent on this permit,or vice versa?
i. Although you checked 'no'for section IX.7, confirm that this project does not include any sewer collection lines that are
deemed "high-priority"?
j. Submit an updated FTA with recent signatures from the applicant and consultant.
3. Please submit an updated letter of transmittal. Note that all applications should be submitted properly as 'new submissions'.
Previously returned application materials will not be accepted as supplements. Only refer to an existing issued permit for
modification application.
4. Your narrative needs correction following the instruction form FTA 10-23 section B. Please update and submit with a recent
signature.
5. FTSE 10-18: (Please submit the latest FTSE 10-23 with addressing the following)
a. Downstream sewer permit number WQ0044329 was returned on January 26,2024. Provide a valid downstream sewer
permit number.
Submit an updated USE with most recent signature.
b. Submit an updated FTSE with most recent signature.

6. Your maps still need proper identification of the pump station,direction of force main,and downstream sewer connection
point.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.
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,
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 CAROLINAD_E Q
Department of EnvironmentalUualii!�
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.
[CAUTION:This email originated from outside of the organization.Do not click links or open attachments unless you recognize the sender and know the content
e.
Dennis J.Flynn, P.E. Project Manager, Safety Tier 4
100 McMorris Road, Pittsburgh PA 15205 P:[phone] F:[phone] E:[e-mail]
The Gateway Engineers, Inc. People, Projects,and Purpose. www.gatewayengineers.com
NOTICE—This communication may contain confidential and privileged information that is for the sole use of the intended recipient.Any viewing,copying or distribution of,or reliance on this message by
unintended recipients is strictly prohibited.If you have received this message in error,please notify us immediately by replying to the message and permanently deleting it from your computer.Thank you.