WQ0045468_Application (FTSE)_20240729

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: WQ0045468 (to be completed by Dwx)
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
City: Selma State:NC Zip: 27576- Additional Info Rec. July 16, 2024 and July 29, 2024
5. Applicant's contact information:
Phone number: [phone] Email Address:pmcdaniel ibselma-nc.com
II. PROJECT INFORMATION:
1. Project name:Eastfield Pump Station 4
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: 35.518752' Longitude: -78.286072'
5. Parcel ID(if applicable): 261414-34-1945 (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): WQ0042434-Pine Level Sewer Forcemain Replacement
2. Downstream(Receiving) Sewer Information: 16 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: %Domestic 100%Commercial %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 copy 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
Existing flow to existing Pump Station#4 15,000 gal/day 1 15,000 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 15,000 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 Pump Station 4
2. Approximate Coordinates(Decimal Degrees):Latitude: 35.518752' Longitude: -78.286072'
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 0.720 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): 575 gallons per minute(GPM)at 15.53 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
8 1,232 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. Aunroval 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 protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification: .�/�
I, �44/rzr& 6•T kG� a/zd«ttest that this application for ,�j ��,,r� ri*y
(Professional Engineer's name from Application Item Ill.1.) (Project Name from Application Item I1.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Puma 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 NCA6661Q70;)�
;.........``��s........CA. . //��............
North Carolina Professional Engineers seal,signature and date:
\A. .....04�
0FEss�Oti'29
SEAL 9�
- 055810
O ti F,yG I E�¢' O
1 •
�F4 S. DE�S��.�`�`
'....................I....t.H.l.l.01t................
3. Appliiccant's f- `J"4Cerrtificc�aattion per 15A NCAC 02T A106(b):
1, ` , At 't'L ,attest that this application for
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item IL 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included,this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
C
Signature: Date:
FORM: FTA 10-23 Page 5 of 5

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 Pump Station 4
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 Pump Station 4. The pump station will be located near the intersection of Providence
Boulevard and US Hwy 70 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
\\pghpanzura0I\corpdata\projects\46000\46118 eastfield development\-0005 eastfield pump stations\docs\sanitary permits-fast track\2024
resubmitted fast track permits\pump station 4\transmittal for pump station 4.docx
ENVIRONMENTALFULL- 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 Pump Station 4
Town of Selma Wastewater Collection System
The Fast Track Sewer Application is being submitted for the proposed Eastfield Pump Station 4
on behalf of AdVenture Development. It will be located near the intersection of Providence
Boulevard and US Hwy 70 in the Town of Selma, Johnston 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 1,232 linear feet of 8"PVC force main that
connects to the existing 16"Pine Level force main (permit number WQ0042434 operated by
Johnston County)under US Hwy 70, which then connects to the South Selma Regional Pump
Station (permit number WQ0043778). The gravity system feeding into Pump Station 4 was
permitted and approved through the project `Eastfield Crossings-Providence Boulevard',permit
number WQ0043120. Pump Station 4 is being permitted with zero flow since all upstream flows
are anticipated to be permitted within the next 10 years.
Please note that with the Fast Track Sewer System Extension Application, Section II-2, this is
labeled as a Proposed(New Permit)but technically it is replacing/upgrading the existing Pump
Station 4 that is currently in operation. The Town of Selma is unable to find the permit number
for the existing Pump Station 4.
Existing Pump Station 4 is currently receiving 15,000 GPD of effluent per the Town of Selma
and this flow will be diverted to the new Pump Station 4 one (1) day prior to existing Pump
Station 4 going offline. The Town of Selma is expected to provide supplemental historical flow
data regarding these flows and that information will be submitted once received.
\\pghpanzura0l\corpdata\projects\46000\46118 eastfield development\-0005 eastfield pump stations\docs\sanitary permits-fast track\2024
resubmitted fast track permits\pump station 4\narrative for pump station 4.doex
ENVIRONMENTALFULL- SERVICE CIVIL ENGINEERING
ASSET MANAGEMENT

Pump Activity Report from Jul 18, 2023 06 : 00:00 to Jul 18, 2024 06:00 :00
Station Pump Starts Average Total
Modicon Driver for M Sewer Station 4 Pump 1 0 0:00: 00 0:00: 00
Modicon Driver for M Sewer Station 4 Pump 2 18062 :17 690:30:37
1 ^1
C w
Z
d

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Divas€on of Water 11tesoo rce Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Selma
Project Name for which flow is being requested: Eastfield Pump Station 4
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
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#: 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 (15,000 already
triburtary)
g. Total actual and obligated flows to the facility 6.003
It. 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/pf), 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 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

i
i
l
I
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 Date
Title of Signing Official
Page 2 of 7
FTSE 10-23

Selma Topo Map in Johnston County North Carolina
to
wa ♦ /yam' a• _ � I � �.:+- ,.,`�_�...
I W7 Rott
Ate+�♦►�'`'`e - j `..
Selma Myrtle
f R a.pt
nor al,
Cc o p►
q 373 •� o f .
'f--N E I. E Y,,E L
Proposed Eastfield ' � 7:- , •�.•� .
Pump Station 4 - � `� • "•'
\ __ -. '� dine•L.evel
Am cbw
IN
If 1
EASTFIELD PUMP STATION 4
PROVIDENCE BOULEVARD and US HWY 70
PARCEL # 261414-34-1945
LAT/LONG 35.518752, -78.286072

C 0"ZL
PROPOSED PUMP STATION NO. 4 - NOT FOR CONSTRUCTION �* •'� � rt< ,�t l
1 h AMTRAK STATION Q Wit it L
LLI
�y. {' �'t�•� z
i• , I lz U -
.� + �• ( w U65
• j ♦iir'�( • ` E ANDERSON
ST aW
1-95
41
o
SOUTH SELMA REGIONAL 00%_
00
't PUMP STATION
WQ0043778 ?
l j •:� �J 'r/� / �/ 'r y y o
Y —�
Y z
E
; EXISTING GRAVITY
_r �' ,< r MAIN-P.S. NO.4 5
1 do z
r
PROPOSED PUMP •
STATION
PROPOSED FORCE Q J
MAIN-P.S. NO.4
oQUj
Lu
O
z ��
O U'o
!�;✓t►�.•'. r, .ram y �s♦ 1(/J— O Z K r
EXISTING FORCEMAIN ��_ 1 '-� a °w<
F LU W
l$A•' _L_s/ __9� a w Of o w
` JOHNSTON COUNTY PINE
LEVEL FORCE MAIN o•' a m
J o Q
REPL,ACEM�ENT,-WQ0042434 w z _ P
s - 1-42 0° =NgEww
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 C,) I'.
- n
ITS RESPONSIBLE PARTY.THE USE,REPLICATION,REPRODUCTION,OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. d

MAYOR INTERIM
Byron James McAllister TOWN MANAGER
Phillip McDaniel
MAYOR PRO-TEM
Joe Scarboro TOWN CLERK
NfA Dalton Larsen Batten
COUNCI4MEMBERS
Amy West Whitley TOWN ATTORNEY
Susan Parrish Watson --433Alan"Chip"Hewett
William Overby TNa"Of=pOgCS Op TRADITION A140 I01"0.4 tioM
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 WQ0041331
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, 1 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 #2 (if a licable
Name: Phillip McDaniel NA
Title: Deputy Town Manager/Fire Chief NA
Mailing and Physical
Address: 1 l4 North Raiford St NA
Selma, NC 27576
Email Address: mcdaniel 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,
1
i�-�
Byron McAlliste
Town of Selma Mayor
114 North Raiford St
Selma,NC 27576
bmcallister&elma-nc.com
Office Phone: [phone]
114 N.Raiford Street•SeIma,NC 27576-P:[phone] - F: (919) 96S-4637 •www.selma-nc.com

DocuSign Envelope ID.OE61F257-C10E-4651-878B-945D6CF2DBBB
EFloTFIELD
May 16, 2024
These applications were returned due to incomplete submission. The Division
NCDEQ 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
kind�a a dventuredev.com.
Sincerely,
C
DocuSigned by,
utn, 0bU/�. y.
BDAB38o9C07aae9
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 Pump Station 4
Dennis J. Flynn, P.E. <[e-mail]>
Mon 7/29/2024 7:17 AM
To:Pasha,Tanvir<[e-mail]>
U 3 attachments(3 MB)
2024-7-16 Fast Track Application for Pump Station 4.pdf;100 gpm.pdf;Eastfield PS4 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,
I wanted to make sure that you had the most up to date information regarding this application.
Please see the backup information provided by the Town of Selma regarding the existing pump station and the Flow Tracking
form from Johnston County.
This is still expected to be sent as a complete package to be provided by hard copy as well for your records.
Please let me know if you have any questions and if you would be available for a phone call on Wednesday to discuss.
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: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]>; Hall,
Michael<[e-mail]>; Matt Phillips<[e-mail]>;Shanin D.Asbury<[e-mail]>
Subject: RE:Additional Information Request_Eastfield Pump Station 4
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.
As discussed, the backup information associated with the Existing Pump Station#4 currently in operation by the Town of Selma
will be sent along by next week. Also, 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 2:16 PM
To: pmcdaniel(@selma-nc.com
Cc: Daniel S. Deiseroth, P.E.<[e-mail]>; Dennis J. Flynn, P.E.<DFlynn _gatewayengineers.com>;Joshua M.
Scanlon, P.E.<jscanIon _gatewayengineers.com>; Kevin Dougherty<[e-mail]>; Mark McDonnell
<[e-mail]>; Ken Wall<kwall Selma-nc.com>;cyowell bohlereng.com; Hall, Michael
<[e-mail]>; Matt Phillips<[e-mail]>
Subject:Additional Information Request_Eastfield Pump Station 4
Hello Phillip and Charles,
After reviewing the Fast Track Sewer System Extension Application for Eastfield Pump Station 4, 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. WQ0044329 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 IV.1 needs correction on the Facility Name as listed under the permit NCO030716
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 V1.7 is missing information about the Establishment Type. Please refer to 02T.0114 to complete the table.
h. Section V1.7 states that the total flow to that Pump Station is 15,000 GPD. Please provide the permit number for this
existing flow. If the permit number does not exist, provide historical flow data, along with pump capacity and
specifications,to support the daily flow.This should be accompanied by the signature of an authorized
owner/person.
i. Section V111.5:The length of the force main does not align with the narrative.
j. Section IX.6 indicates compliance with additional permits/certifications.What are the other permits/certifications
that are dependent on this permit,or vice versa?
k. Although you checked 'no'for section IX.7, confirm that this project does not include any sewer collection lines that
are deemed "high-priority"?
I. 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 USE 10-23 with addressing the following)
a. Section I.g is incorrect. Please update as per the instruction form.
b. Downstream sewer permit number WQ0044329 was returned on January 26, 2024. Provide a valid downstream
sewer permit number.
c. Submit an updated USE 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.
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]
r-�-�
NORTH CAR LINAD_E
O Q,�
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.
Fo
N:This email originated from outside of the organization.Do not click links or open attachments unless you recognize the sender and know the
ntent is safe.
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.