WQ0041698_Application (FTSE)_20200514

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State of North Carolina
Department of Environmental Quality
DWR 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: W Jll t (ro berompleted by l7WR)
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All items must he comnleted or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Smithfield (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Ted Credle per 15A NC.AC 02T ,0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 230 Hospital Road
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: [phone] Email Address: ted.credle a smithfield-nc.com
II. PROJECT INFORMATION:
I. Project name: East River Phase 2
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: 35.53571 Longitude:-78.33132
5. Parcel ID (if applicable): 169520-80-3415
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew W. Hodge. PE License Number: 21094
Firm: Adams & Hodge Engineering, PC
Mailing address: 314 E. Main Street
City: Clayton State: NC Zip: 27520-
Phone number: [phone] Email Address: andrewnadamsandhodge.com
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston Co W WTP
Owner Name: Johnston County
Permit Number: NCO030716
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 24 inch
4 stem Wide Collectio�r 'IS
ii hurnbe s f it appiivable : WQCSO 0 6(j6�b
Owner Names}: Johnston County
Due to age of the existing sewer
line to county does not know the
FORM: PTA 04-16 permit number.
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Page I of 5

VI. GENERAL, REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes []No ®N'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Onegational Avreement t FORM: DEV been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a I lomc:'T'roperty Owners' Association, has an Operatinnal Agreement (FORM: lit_?A) been attached?
❑ Yes ❑No ON. --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 and or Motels
❑ School / preschool.' day care ❑ Medical / dental i veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses I offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic+Commercial %' Commercial
_ % Industrial (Sec 15A NCAC 02T ,0103(21)))
�bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02'T .0I 14(F)? ❑ Yes ® No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Tyne (see 02T.0114(f))
Daily Design Flow
No. of Units
Flow
3 bedroom -Single Family Homes
360 gal`day
32
11,520 GPD
gal'
GPD
gal?
GPD
gale
GPD
gal:'
GPD
gall
GPD
Total
11,520 GPD
4"X
a See 15A NCAC 02T .01 14(b),. (d),lJ and (elf?) 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 4 -4
b Per 15A NCAC 02T.0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02,T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 11,520 GPD (per 15A NCAC 02T .0114)
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: Ff'A 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers)-
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" +/-900 PVC
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)-02T.0305 & MDC(Pump Stations/Force Mains :
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: __ _ Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (fur this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with ] 5A NCACOTT ,0305(h)(I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B);
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i 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 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned 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 power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of5

IX. SETBACKS & SEPARATIONS--(02B.0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in ISAhj2AC Q2T,0305(1)®Yes ❑ No
15A NCAC 02T.0305 r contains alternatives where separations in ,Q T.03051 cannot be achieved.
"""Stream classifications can be identified using the Division's NC Surface Water Clsi Fca[ians 3webtsaec
If noncompliance with 02T.0305(f) or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ®N'A
%- See the Division's draft separation requirements for situations where separation cannot be meet
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
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B "02t1p'? ❑ 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 401 Water Quality Certifications?
Information can be obtained from the 401 & Buf r Perrnittin ,Branch
5. Does project comply with 15A NZALC 02 105 c fi (additional permiWcertifications)? ® Yes ❑ No
Per 15A NCAC U1,0105(c) 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.).
G. 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 ❑ NfA
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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted syslein comply with j5A NCAC 02T, the kiinimurtt_Desion Criteria For tlic Perrnittiaz of Pump Station,
and Force Maim; i latest version). and the Gravity Sewer Minimum Design €_riteria il;itest version? as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the renuest Is renuired prior to submittal of the Fast Track Anplication and supporting documents.
2. Professional Engineer's Certification:
Andrew Hodge, PE
I,
(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. I 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 (Iatest 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.
North Carolina Professional Engineer's seal, signature, and date ��oH Cq r'Iyv
�r`�+ IFS ; 0�00
W A
SEAL
i — 2109�4
01/10/2020
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, Ted Credle, Public Utilities Director
attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if ail 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 tip to $25,000 per violation.
Signature DaW 3 - z 0 - Zo
FORM: FTA 04-16 Page 5 of 5

Division cif Water Re%nurce%
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sever Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Smithfield (connection to JCS stem
Project Name for which flow is being requested: East River Phase 2
Afore &an one FTSE may he required far a single project f tlee owner of the IVIF7P is not responsible for all puuep
stalioles along the route of flee proposedl wasteivater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Regional WW Facility
b. WWTP Facility Permit #: NC 030716
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
9.5
1.8613
5.970
0.0115
7.8427
62.8% actual, 82.6% paper
11. 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, * (rirm / pi),
Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD
Flow, MGD MGD Flow
Capacity***
Buffalo
40380 7.2000 2.8800
2.2841 0.1141 2.3981
0.4818
* The Firm Capacity (design Dow) of any pump station is defined as the maximum pumped now
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 pealcing factor
(pf) not less titan 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Buffalo Creek WWPS
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

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 plaruied 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 Ojicial Signature
Title of Signing
Date
Page 2 of 6
FTSE 10-18

SITE MAP - EAST RIVER - 3.
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ALONG BUFFALO
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Smithfield
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a°0° � t� `� ADAMS & HODGE
(The scale is only accurate when printed portrait spio:N!�!
on a 8 112 x 11 size sheet with no page scaling.)

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NORTII•CAROLINA'�-
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AKE H1 AD MS & HODGE
ENGINEERING, PC
May 12, 2020
Ted Cashion
NC DWQ
3800 Barrett Dr
Raleigh, North Carolina 27609
Subject: East River Phase 2
Town of Smithfield
Johnston County
NC Dept of Environmental Quality
MAY 14 2020
Raleigh Regional Office
Attached is a complete Fast Track Application for Gravity Sewers, Pump Stations, and Force
Mains, which includes the following:
i. Complete Fast Track Application for Gravity Sewers, Pump Stations, and Forcemains
(Form FTA 04-16), signed by Engineer & Town
2. $480.00 Check for Application Fee
3. Flow Track inge"Acceptance for Sewer Extension, signed by County (Form FTSE 10-18)
4. USGS Quad Map showing approximate site location
5. Street Level Map
Project Narrative:
This project includes -r/- 900 If of new 8" gravity sewer to serve a proposed 32 lot residential subdivision.
The project will flow to an existing 24" public gravity system owned and maintained by Johnston County.
If you have any questions or comments, please give me a call at 980-253-5773 or email to
donnieC;adamsand hodge.com .
Sincerely,
Eva King, PE
ADAM5 & HODGE ENGINEERING, PC • 314 East Main Street, Clayton, NC 27520 • 919.369-1938 / 919-763-7278 * Firm # C-4187