WQ0042994_Application (FTSE)_20211022

State of North Carolina
DWR
Depat•ttnent of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 �- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
D1�Isloo of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: " Pp 76j a� (to be completed by DWR)
All items must be completed or the annlication will be returned
I. APPLICANT INFORMATION:
I.
Applicant's name: Town of smithfield (company, municipality, HOA, utility, etc.)
2.
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership❑Privately-Owned Public Utility
❑ Federal ❑ StatclCounty ® Municipal ❑ Other
3.
Signature authority's name: Ted Credle per I tr(:AC 02T .0I06(b]
Title: Director of Public Utilites
4.
Applicant's mailing address: 230 Hospital Road
City: Smitfiled State: NC Zip: 27577-
5.
Applicant's contact information:
Phone number: 919) 934-21 l6 Email Address: ted.credle a smithfiled-nc.or
ct,
aa_
IL PROJECT
INFORMATION:
`—,
1.
Project name: East River Phasc6-7
o
0
r 4
2.
Application/Project status: ® Proposed (New Permit) Existing Permit/Project
CO. coo
ti C
�
If a modification, provide the existing permit number; WQ00 and issued date:
�N
p
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: 35.5341' Longitude:-78.3319'
5.
Parcel ID (if applicable): 14075013
(or Parcel ID to closest downstream sewer)
ill. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Summerville License Number: 036418
Firm: Stewart Inc.
Mailing address: 101 W. Main Street
City: Durham State: NC Zip: 27701-
Phone number: 919) 380-8750 Email Address: tsumniervilie a.stewartinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston Cotmty WWTP Permit Number: 00-30716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Nuniber(s): WQ00060 Downstream (Receiving) Sewer Size: 24 inch
System Wide Collection System Permit Numbt:*)twifapficablui: WQCSQ0270
Owner Name(s): Johnston County
FORM: FfA Oil -16 Page I of

V1. GENERAL REQUIREMENTS
1. If (lie 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 Devel er's 0mrational Agreement FOitfil; DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is it HomelPr2ReM Owners' Association has an Operational Agreement (FOKM. HOA) been attached?
❑ Yes [:]No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls)
❑ Residential Leased ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
5. Nature of wastewater: 100 % Domestic/Commercial 0 % Commercial
% Industrial See 15A NCAC 02T .0103(20D
4,Is there a Pretreatment Program in effect?
❑ Car Wash
ElHotel and/or Mo
0
ElSwimming Pool j.Itlbllouse
tV
❑ Swimming Pool/2lter Backwasf.
❑ Other (Explain ittachkWnt)
M
� r
O r
C
D.
0
❑ Yes [:]No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(0? ❑ Yes ® No
If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
cr+
m
Establishment Type (see 021.01140
Daily Design Flow'-b
No. of Units
Flow
Residential
360 gal/day
65
23,400 GPD
galf
GPD
gav
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
23,400 GPD
a See 15A BC&C 02T .01.14(bJ (d),,(e)f SI andJgM 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
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.9 L 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 23,400 GPD (per 15A NCAC 02T _01 11)
D 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 pernzits 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): _ _.
f ORM: PTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Sununarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,000
PVC
➢ Section 11 & Ill 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)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: __..
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.5338" Longitude:-78.33600
3. Design flow of the pump station: 0.175 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s). 125 gallons per minute at 24 feet total dynamic head (TD1
�.
5. Summarize the force main to be permitted (for this Pump Station): 4"2a.
tar
7a
(D
O
W
0
n
4m
Size (inches)
6. Power reliability in accordance with 15A NCAC 02T .0]05 hj(j):
x
n
A
N
❑ 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
➢ 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)(I)(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 tiniefi•ames, shall be provided
in the case of a multiple station power outage_
FOI2M: F FA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(t)).
I. Does the project comply with all separations found in 15A MCAC 02T .0305(fl & (g)
➢ 15A NCAC 02T.0305(f) contains minitnum separations that shall be provided for serer systems,
® Yes [:]No
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-1 waters of Class I or
Class II im ounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, NQW, or SB 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
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
➢ 15A NCAC 02T.030 5W contains alternatives where separations in 02T_ 0305(I) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpau
➢ If noncompliance with 02T.0305(1) or i&h see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
➢ 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 02 B .02009 ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits)'certifications)? ® Yes ❑ No
Per 15A NCAC 021_UOS(j)M, 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 sireambanks 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 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

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC-02T, the Minipium Design Criteria for the Permitling of Pump Stations
pd. Force Mains Vatest version]. and the Gravirr Sever Minim.utrn Design Criteria (latest versions 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 request is re uired Prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
that this application for
onal Engineer's name from Application Item 111, L)
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 f inher 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 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.
North Carolina Professional Engineer's seal, signature, and date: a``�"' CARp�O'
SEAL'(
-' 36418 :ALL
0
%��' G1ntN�P
!!!/!fill III Jjk%%% %V
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, -T ED CgEDLZ PiRAPPA OF PUB_L14 LITILITiES --attest that this application for
(Signax1re 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, andlor 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 143-2A 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: v,.. - _ Date: '7 +
FORM: fl'A 04-16 Page 5 of

NC Dept of Environmental Quality
State of North Carolina
Department of Environmental Quality
2 2021
Division of Water Resources
Dlvkion of MOvr kv%ource-. JWe� RegloRellCUWTracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Smithfield (connection to JC System)
Project Name for which flow is being requested: East River Phase 6-7
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 ivastewater floe
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
2.1038
7.091(influent)
0.0234
9.218
74.6% actual, 97% 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 f pfl, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Buffalo 40380 7.2000 2.8800 2.2890 0.1835 2.4726 0.4074
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Buffalo Creek WWPS
Downstream Permit Number: WQ0040380
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, F.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 11 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.
L-
Signing Offrcial Signature
', �I�Lly A i k1k%Att
Title of Signing Official
{ Dew�,f+,.,rntal
Dew Quat
ti" ? IsY F
iwosh Regional Office
Page 2 of 6
FTSE 10-18

State of North Carolina
1� Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Smithfield
Project Name for which flow is being requested: East River Phase 6-7
Hore than one FTSE nary be required for a single project if the owner of the 1VFVTP is not responsible for all punrp
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
b. WWTP Facility Permit #: NC0030716
All flows at-e in MGD
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
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 Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity 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 clivided by a pealcing
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attachecl for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page I of 6
FTSE 04-16

III. Certification Statement:
I _" A L 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
phis all attached planning assessment addenda rns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signanii-e
I FoR. Conn E?M L5 S YSTSM G AJG Y -*-
.. -7)/.T/r.1
Page 2 of 6
FTSE 04-16

STEWART
STRONGER BY DESIGN
East River Phases 6-7
Town of Smithfield, Johnston County, North Carolina
The referenced site is located along the east side of Buffalo Road approximately
775 feet north of M Durwood Stephenson Parkway in Smithfield, NC. The
sanitary sewer extension is to be built to serve a multi -family residential
community of 162 units constructed in 3 phases. Below is a table estimating the
flows for this system at the ultimate build -out. The following flow rates have been
determined using the NCDENR Division of Water Quality 02T Standards:
TOTAL
PHASE
USE
#
UNIT
G/D/SF
FLOW
al u d
al da
6&7
3 Bedroom Home
65
Bedrooms
360
23 40 1
Sub Total 58,320 gal/d.
The flows generated from all phases is what is being requested at this time.
101 WEST MAIN ST. T 919.380 8750
DURHAM, NC 27701 F 919.380.8752

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STEWART
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LETTER OF 'TRANSMITTAL
TO
FROM
NCDEQ - DWR
TIM SUMMERVILLE
FTSE PERMITTING AND REVIEW
3800 Barrett Drive
[phone]
Raleigh, NC 27609
DATE SENT VIA
10,22.2021 Hand Delivery
PROJECT NUMBER PROJECT NAME
L20035 EAST RIVER PHASES 6-7
COPIES DATE DESCRIPTION
1
04.13.21
APPROVED CONSTRUCTION DRAWINGS
1
COMPLETED FTSE APPLICATION
1
FLOW TRACKING APPLICATION
FLOW TRACKING FOR CONVEYANCE ONLY
COVER LETTER
STREET LEVEL MAP
1
1
1
1
USGS MAP
1
CHECK FOR $480
For approval
For review & comment
Returned for corrections
For your use
❑ Approved as submittedE
Returned after review
As requested
❑
Approved as noted
Resubmit copies for approval
COMMENTS
Please find enclosed Fast Track Sewer Application and all supporting documents
including plans and submittal fee. Contact me at 919.740.3397 or
Uumrneryille�Wewartinc.corn if additional information is required.
SIGNED
COPIED TO
File
STRONGER BY DESIGN
101 WEST MAIN ST_ T 919 380.8750
DURHAM,NC 27701 F 919.380,8752