WQ0041331_Application (FTSE)_20191202

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: k d 0 g t 5 3 1 (to be completed by DWR) '� l
f 1 l
All items must be completed_ or the Application will be returned ��j
I. APPLICANT INFORMATION: ` ul r
1. Applicant's name: JOHNSTON COUNTY (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ PrivateIy-Owned
Alic Utility
❑ Federal ® State/County ❑ Municipal
❑ Otl
3. Signature authority's name: CHANDRA C. FARMER per.15A NCAC 02T .0106(b)
Title: DIRECTOR OF JOHNSTON COUNTY DEPARTMENT OF PUBLIC UTILITIES
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4. Applicant's mailing address: P.O. BOX 2263
CD
NJ,
o
City: SMITHFIELD State: NC Zip: 27577-�.
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5. Applicant's contact information:
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m
Phone number: [phone] Email Address: CHANDRA.FARMER JOHNSTONNC,COM
H. PROJECT INFORMATION:
Project name: SELMA EQUALIZATION AND WASTEWATER PUMP STATION FACILITIES FLOOD RESILIENCY
IMPROVEMENT CDBG-I 17-1-2965
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: 35.540556 Longitude:-78.304444
5. Parcel ID (if applicable): 26050342-3243
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: DAVID L. HONEYCUTT License Number: 034999
Firm: MCGILL ASSOCIATES, P.A.
Mailing address: 5 REGIONAL CIRCLE, SUITE A
City: PINEHURST State: NC Zip: 28374
Phone number: 910) 295-3159 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: JOHNSTON COUNTY WASTEWATER TREATMENT PLANT Permit Number:
NCO030716
Owner Name: JOHNSTON COUNTY'
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0019632 Downstream (Receiving) Sewer Size: 16FM inch
System Wide Collection Sy8em PermitNumber(s)(ifapplicable)Wide�Collection System PermitNumber(s)(ifapplicable): WQCS00060
Owner Name(s): JOHNSTON COUNTY
FORM: FTA 04-16 Page I 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 ON. -'A
3. If the Applicant is a HornCiPro ert Owners' Association has an Operational Agreement FORM: HOA been attached?
❑ Yes ❑No ®N?A
4. Origin of wastewater: (check all that apply):
® Residential Owned ® Retail (stores, centers, malls) ® Car Wash
® Residential Leased ® Retail with food preparation?service ® Hotel andior Motels
® School.' preschool.--' day care ® Medical i dental i veterinary facilities ❑ Swimming Pool iClubhouse
® Food and drink facilities ® Church ❑ Swimming Pool?Filter Backwash
® Businesses! offices i factories ® Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domesticr'Commercial 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
1Is there a Pretreatment Program in effect? [:]Yes [:]No
6. Hasa flow reduction been approved under 15A NCAC 02T_.01 14(f)? [:]Yes ®No
i if ves._provide a conv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow
No. of Units
Flow
No new wastewater generated by project.
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .01 14(b). (d). (e)( I and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table I5A 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 .01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
® Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 S: _-NIDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
Section II R Ili of the MDC for Permitting of Gravity Sewers contains information related to design criteria
r Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minintum slope requirement is not allot,,ed and a violation of the NIDC
Vill. PUNIP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force ,Mains):
COMPLETE FOR EACH PUNIP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: SELMA WASTEWATER PUMP STATION
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.540556 Longitude:-78.304444
3. Design Flow of the pump station: 3.456 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 2400 gallons per minute at 79 feet total dy namic head (TDI 1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
,Material
16
4,085
PVC, DIP
i
6. Power reliability in accordance with 15A NCAC 02T .0305{h)(I ??:
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(li)(1)(B);
Required for all pump stations with an average daily flou greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 021' .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is o%kned or contracted by the applicant (draft agreement)
and is compatible with the station.
:- If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable pov%er source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
DORM. F"rA 04-16 Pay*c 3 of i

IX. SETBACKS & SEPARATIONS— (02B .0200 & 15A NCAC 02T .0305(Q):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
➢ I5A NCAC 02T.0305(i) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, orSB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Toe sla a of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
AnX swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaae
➢ If noncompliance with 02T.0305(f) or (g, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ NIA (.
➢ Seethe Divisions draft separation requirements for situations where separation cannot be meet I4,41
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected�r
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage;`authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 40I Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with .15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T.0I05(c)(61, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
➢ 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 permitlee or its representative at least once every six-montlis and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: rTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 021', 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, complete and submit the Variance?Alternative Design Request application (VADC I0-14) and supporting documents for
review. Approval or the request is required nrior to submittal of the Fast Track Application and su ortin documents.
2. Professional Engineer's Certification:
(Professional Engineer's name from Application Item III.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 1443-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Proressional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
ON f
349 0 -
� A
p 'kGr,
�4 dill .......
1-i r, �4F ..--o"•
I, O..nA1(0_ C- C _M-6( 4 1'1` it attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and!or criminal prosecution. 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:
U_ �0 -
FORM: PTA 04-16 Page 5 of 5

d00 a 400 dap 1600
GRAPHIC SCALE I INCH = 800 FEET
LEGEND
PROPOSED SEWER LINE REPLACEMENT OR
REHABILITATION
(ES) PROPOSED LIFT STATION REPLACEMENT
EXISTING SEWER LINE
1
BUFFALO ROAD
70
DOWNSTREAM
CONNECTION POINT
w
PROPOSED
244 LINEAR FEET OF 36" DIA. X 0.375"
MINIMUM WALL THICKNESS STEEL
ENCASEMENT PIPE BY BORE AND JACK
WITH DUCTILE IRON CARRIER PIPE
11La
PROPOSED SEWER
CROSSING OF LITTLE
CREEK
— BAUGH ROAD
50
16" SEWER
REPLACEMENT AND
REHABILITATION
PROJECT LOCATION
PROPOSED RELOCATE
ELECTRICAL BUILDING
AND CONSTRUCT
FLOODWALL
®L EASON LANE
i
TOWN LIMITS
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FILEHAREVIEW_
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500 0 250 500 1000
GRAPHIC SCALE I INCH = 500 FEET
LEGEND
PROPOSED SEWER LINE REPLACEMENT OR
REHABILITATION
PROPOSED LIFT STATION REPLACEMENT
EXISTING SEWER LINE
BUFFALO ROAD
}k {
DOWNSTREAM
CONNECTION POINT
BAUGH ROAD
PROPOSED SEWER
CROSSING OF MILL
16" SEWER
REPLACEMENT AND
REHABILITATION
PROJECT LOCATION
PROPOSED RELOCATE
ELECTRICAL BUILDING
AND CONSTRUCT
FLOODWALL
k
EASON LANE
PROPOSED
244 LINEAR FEET OF 36" DIA. X 0.375"
MINIMUM WALL
THICKNESS STEEL
+_ TOWN LIMITS
ENCASEMENT
PIPE BY BORE AND ,SACK
WITH DUCTILE
IRON CARRIER PIPE
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SELMA EQ & WWPS FACILITIES
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DESIGNED BY: DLH
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ITEM F - STREET LEVEL LOCATION
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910.295.1159
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COHST. DESIGNREVIEW.-_
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PLAN
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UM. JOHNSTON COUNTY, NORTH CAROLINA
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Shaping Communities Together
meJ ill
November 26, 2019
Thomas McKinney, Environmental Engineer
Raleigh Regional Office
;
NC Department of Environmental Quality
d�
Water Resources Section
.-
3800 Barrett Drive
Raleigh, North Carolina 27609
Re: Fast Track Sewer Extension
CD
Johnston County Public Utilities
Sanitary Sewer System Rehabilitation
o
CDBG-I Project No. 17-1-2965
Johnston County, North Carolina
Dear Mr. McKinney:
On behalf of the Johnston County, please find attached Fast Track Sewer System Extension
Application (1 original, and 1 copy) with attachments and Application Fee of $480.00 for the
subject project.
The proposed project will include replacement of 4,085 LF of existing 12" force main with new
16" force main. The project connects from the existing Selma Flow Equalization Lift Station to a
point on Buffalo Road where the downstream force main was previously replaced with 16" force
main. The project includes a bore and jack under US Hwy 70 and directional drill under a
segment of creek. This project also includes construction of a new electrical building and 2 ft
risers to be added on to the screen structures to improve protection from the flooding. No
additional customers are proposed to be added by this work. The project does not include
replacement of the existing pumps but will result in an increase in the firm capacity due to the
reduced friction head. The project is funded by grants from the CDBG-I Program and includes a
project deadline for approval to bid of January 3r', 2020. Your expeditious review would be
greatly appreciated.
Please let me know if you have any questions about the subject project or application. Thank
you for your assistance with this important project.
Sincerely,
McGill Associates`, P.A.
DAVID L. HONEYCUTT. P.E.
Senior Project Manager
cc: Kim Rineer, Johnston County
MCGILL ASSOCIATES 5 REGIONAL CIRCLE, SUITE A. PINEHURST. NC 26374 / 910.295.3159 / MCGILLASSOCIATES.COM

Cashion, Ted
From: David Honeycutt <[e-mail]>
Sent: Thursday, January 9, 2020 2:19 PM
To: Cashion, Ted; Kim Rineer; Chandra Farmer
Cc: Robinson, Jason
Subject: RE: (External) RE: Selma EQ & WW PS facilities flood resiliency improvement CDBG-
1-2965 fast track sewer extension application
u mdemai11.Dunctcllllak.lrn6or,openattachments L-qi—fess all -is anatta&mentttn _
[rr� utxrt sn am [� nc:2dV
Ted,
The project does not meet the 50' separation for wetlands as the force main will cross a linear wetland area by
directional drill and has portions parallel with other wetlands. We don't have any direct wetland impacts. The
project will be installed to meet alternative design criteria to use materials, testing methods and acceptability
standards meeting water main standards. The pipe materials are DR 9 HDPE, and C-900 DR21 PVC.
understand a variance is not required as long as we meet the alternative requirements. Do you need any more
detailed information?
�Cgl
Shaping
Communities
Together
David L. Honeycutt, P.E.
Senior Project Manager
McGill Associates, P.A.
5 Regional Circle Suite A
Pinehurst. North Caro;ina 28374
T 910.295.3159
C 910.690.2583
david. honevcuttOmcailiassociates.com
mcodlassociates.com
We launched a refreshed brand. Please note email / web address changes above.
From: Cashion, Ted <[e-mail]>
Sent: Thursday, January 9, 202010:43 AM
To: Kim Rineer <[e-mail]>; Chandra Farmer <[e-mail]>
Cc: David Honeycutt <David.Honeycutt@ mcgillassociates.com>; Robinson, Jason <[e-mail]>
Subject: RE: [External] RE: Selma EQ & WW PS facilities flood resiliency improvement CDBG-1-2965 fast track sewer
extension application
Thanks Kim.
Yes, we'll assign a permit number to it. It will be WQ0041331.
David- can you shed light on item IX.2 below?

Thx
ted
From: Kim Rineer [mailto:[e-mail]]
Sent: Thursday, January 9, 2020 10:40 AM
To: Cashion, Ted <[e-mail]>; Chandra Farmer <[e-mail]>
Cc: David Honeycutt <David.Honeycutt@ mcgillassociates.com>; Robinson, Jason <[e-mail]>
Subject: [External] RE: Selma EQ & WW PS facilities flood resiliency improvement CDBG-1-2965 fast track sewer
extension application
�� ExteinaE small: pO noPclick'liotcs-_O n attachments unless you verify. Send all suspicious email as an attachment'ta
Hi Ted,
I do not know permit number for this facility. Here is what I could find...
This facility was once Selma's WWTP (WPC —NC-44 - 1959) and was later converted to a pumping and equalization
facility (part of a 1975-1976 Smithfield -Selma 201 Facilities Plan). There have been several projects completed on -site
since then. The latest was a 2003 project under SRF No. CS370560-08.
Do you want to assign a permit number to this facility that we can use from now on?
Kim
From: Cashion, Ted <[e-mail]>
Sent: Thursday, January 9, 202010:07 AM
To: Chandra Farmer (chandra.farmer iohnstonnc.com)<[e-mail]>; Kim Rineer
(kim.rineer 'ohnstonnc.com) <[e-mail]>
Cc: David Honeycutt <David.Honeycuttme iIlassociates.com>; Robinson, Jason <'ason.t.robinson ncdenr. ov>
Subject: Selma EQ & WW PS facilities flood resiliency improvement CDBG-1-2965 fast track sewer extension application
Hi Chandra and Kim,
We are reviewing the subject application. We assume this pump station and force main were previously permitted by
DENR/DEQ. Can you provide the permit number for this?
Also, item IX.2 of the application notes this project does not comply with separation requirements for wetlands. Can
you provide an explanation how compliance will be achieved?
Thx
ted

�a 33
Cashion, Ted
From:
Kim Rineer <[e-mail]>
Sent:
Thursday, January 9, 2020 10:40 AM
To:
Cashion, Ted; Chandra Farmer
Cc:
David Honeycutt; Robinson, Jason
Subject:
[External] RE: Selma EQ & WW PS facilities flood resiliency improvement CDBG-1-2965
fast track sewer extension application
email. Do nobeli6k links or open attathments unless you verify. Sena all suspicious email,as an attachment<t
ry
Hi Ted,
I do not know permit number for this facility. Here is what I could find...
This facility was once Selma's WWTP (WPC—NC-44 -1959) and was later converted to a pumping and equalization
facility (part of a 1975-1976 Smithfield -Selma 201 Facilities Plan). There have been several projects completed on -site
since then. The latest was a 2003 project under SRF No. CS370560-08.
Do you want to assign a permit number to this facility that we can use from now on?
Kim
From: Cashion, Ted <[e-mail]>
Sent: Thursday, January 9, 202010:07 AM
To: Chandra Farmer ([e-mail])<[e-mail]>; Kim Rineer
([e-mail]) <[e-mail]>
Cc: David Honeycutt <[e-mail]>; Robinson, Jason <[e-mail]>
Subject: Selma EQ & WW PS facilities flood resiliency improvement CDBG-1-2965 fast track sewer extension application
Hi Chandra and Kim,
We are reviewing the subject application. We assume this pump station and force main were previously permitted by
DENR/DEQ. Can you provide the permit number for this?
Also, item IX.2 of the application notes this project does not comply with separation requirements for wetlands. Can
you provide an explanation how compliance will be achieved?
Thx
ted

Cashion. Ted 3
From: Cashion, Ted
Sent: Thursday, January 9, 2020 10:07 AM
To: Chandra Farmer([e-mail]); Kim Rineer
([e-mail])
Cc: David Honeycutt; Robinson, Jason
Subject: Selma EQ & WW PS facilities flood resiliency improvement CDBG-1-2965 fast track sewer
extension application
Hi Chandra and Kim,
We are reviewing the subject application. We assume this pump station and force main were previously permitted by
DENR/DEQ. Can you provide the permit number for this?
Also, item IX.2 of the application notes this project does not comply with separation requirements for wetlands. Can
you provide an explanation how compliance will be achieved?
Thx
ted