WQ0043434_Application (FTSE)_20220502

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:V Q 00 4 3 (1 54- (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Johnston County (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: Chandra Cox Farmer, P.E. per 15A NCAC 02T .0I06(b)
Title: Utilities Director
4. Applicant's mailing address: 309 E. Market Street
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Crescent Mills PS & Force Main
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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: 35.57085 Longitude: -78.3838
5. Parcel ID (if applicable): 17J07020 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeffrey Ray License Number: 046286
Firm: Highfill Infrastructure Engineering, P.C.
Mailing address: 2703 Jones Franklin Road, Suite 201
City: Cary State: NC
Zip: 27518-
Phone number: [phone] Email Address: irayehiepc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional WWTF Permit Number: NC0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0017822mod Whitley Heights Subdivision (Poplar Creek WWPS)
2. Downstream (Receiving) Sewer Information: 12-inch Z Gravity L Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 06-21
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 El NIA
2. If the Applicant is a Developer of lots to be sold, has a Pevelouer'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; I IOA) 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)
❑ Residential (Leased)
❑ School 1 preschool / day care
❑ Food and drink facilities
® Businesses ( offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical .. dental r' veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : I00 % Domestic/Commercial _ % Industrial (See l5A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? D 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(0)
Daily Design Flow a,b
No. of Units
Flow
gal/
GPD
gal/
GPD
gala
GPD
gat
GPD
gal.'
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T ,011/b), (d), (e)(1) and a 2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facili ies 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.01144 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)
> 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.
0 Flow has already been allocated in Permit Number:
_ Issuance Date:
0 Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
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
18
5
DIP
➢ Section II & 11I 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
I. Pump station number or name: Crescent Mills PS
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.57085 ` Longitude: -78.3838
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.72 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): 500 gallons per minute (GPM) at 70 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
12
550
HDPE
10
8720
PVC
10
50
DIP
8
30
DIP
6
225
PVC
[f any portion of the force main is less than 4-inches in diameter, please identify the me hod of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h t(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.
FORM: FTA 06-21 Page 3 of 5

> 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 06-21 Page 4 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)?
1 5A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
ElYes ElNo
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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 Il 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(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g contains alternatives where separations in 02 1:.0305(D 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 0213.0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.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 02T0105fc)(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 06-21 Page 5 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 Gravirr SewerMinimumDesism Criteria (iat st 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. Approval 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 projects 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, J e.c C('.I - fi- , attest that this application for (Q.esce 1.) L � (,S Q5 d" �b12,(.6 tAil
e,' (Professional Engines name from Application Item 111.1.) (Project Name from Application Item 11.1)
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 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 I43-215.6A 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 $ I0,000, 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 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification
I, C ,y-►dil... C,
(Signature Authority Name
iiiirriii
CA
S L r�
046286 •
//1FicFRE 8 ►��\``
V
per 15A NCAC 02T .0106(b):
V-70- lmt l/ , attest that this application for Cx {.I?Y - tjV\\S Sk-FD,1( ,t l
from Application Item 1.3) (Project Name from Application Item Ii.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.
Signature:CIZ4_..A_C..._-C�-- (j v�pti. Date: LA\ 81aa
FORM: FTA 06-21 Page 6 of 5

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Crescent Mills PS & Force Main
More than one FTSE may he required for a single project lithe 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
b. WWTP Facility Permit #: NC0030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 1.975
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
6.741
0.00
8.7165
71 actual, 91.8 w/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 Finn 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***
Poplar /`'roolr 17822 0.180 0.072 0.6215 0.8756 0.1497 (77,706)
* 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): Poplar Creek
Downstream Permit Number: W00017822mod
Page 1 of 6
FTSF. 10-1 R

III. Certification Statement:
I Chandra C. Farmer, PE 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.
C.
Signing Official Signature
—bt reeko y C4-11 r-1it s
Title of Signing Official
911 a
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
122% % and 0.8756 MGD of the Available Capacity (E) in Pump Station
Poplar Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.035 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Poplar Creek WWPS Upgrade is in design or under construction with
planned completion in Fall 2022 ; and/or
d. The following applies:
A permit modification to W0017822 has been approved. Upon completion of the project
the Poplar Creek WWPS will have a firm capacity of 350 GPM or 0.504 MGD.
The permitted capacity will be 0.2016. That construction project is underway.
Flow from the Olive Branch Subdivision (WQ0041093) and the Crescent Mills subdivision
will only temporarily be route to the Poplar Creek Station. Upon the completion of the
County's new 210 WWTF and the transmission facilites to that plant, flow will be diverted
to the new Reedy Branch WWPS (W0024510) and on to the 210 WWTF.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Sig ing Official Signature
C,- Atkiye\gA.,
yl�la�-
Date
Page 3 of 6
FTSE 10-18

HIGHFILL
Highfill Infrastructure Engineering, P.C.
2703 Jones Franklin Road, Suite 201
Cary, North Carolina 27518
Tel [phone] l NC Firm License No. C-2586
April 29, 2022
NC Division of Water Resources
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE:
Application Submittal
Crescent Mills PS & FM
HIGHFILL Project No.: GCO2101
Dear Reviewer,
NC Dept of Environmental Qualify
MAY 2 2022
Raleigh Regional Office
The proposed project is located in Johnston County, North Carolina. The project will serve residential and
commercial development in the Town of Wilson's Mills. The project area is currently undeveloped. The
Crescent Mills Pump Station (PS) will be constructed within the Crescent Mills Development and situated
adjacent to the Little Poplar Creek in the Town of Wilson's Mills. The pump station will initially receive
flows, permitted separately, from the Crescent Mills Development. Construction is slated to begin later
this year with flows starting around the middle of 2023.
This Crescent Mills PS and Force Main project consists of the following:
• Construction of a new 500 GPM (0.76 MGD) duplex pump station.
• Installation of 8-inch and 10-inch site piping.
• Installation of 8,555 LF of 10-inch PVC force main via open cut.
• Installation of 205 LF of 20-inch steel casing with 10-inch PVC carrier pipe.
• Installation of 550 LF of 12-inch HDPE via horizontal direction drill to avoid wetlands and Neuse
River buffer impacts.
Ultimately, the Crescent Mills PS will convey flows to the new Johnston County Regional Wastewater
Treatment Facility (WWTF). However, these improvements are still under construction. Therefore, for this
initial phase, the Crescent Mills PS will be temporarily connected to the Poplar Creek PS. A 6-inch force
main will be installed to connect the Crescent Mills force main to the Whitely Heights Subdivision gravity
sewer (WQ0017822mod) upstream of the Poplar Creek PS. During this interim connection, flows will be
conveyed to the Central Johnston County Regional WWTF (NC0030716).
The Poplar Creek PS has a current firm capacity of 260 GPM. However, Johnston County will implement
improvements that will bring the firm capacity to 350 GPM before the Crescent Mills P5 is online. Given
the increase in capacity, approximately 64,800 GPD in ADF has been allocated to the Crescent Mills
Development and will facilitate approximately 231 of the 860 homes to be initially constructed. Once the
new infrastructure is in place, the 6-inch connection to the Poplar Creek PS will be abandoned and
Johnston County will approve the remaining homes.
Engineering is our profession. Service is our passion.

Division of Water Resources
April 29, 2022
Initially, The Crescent Mills PS will have a firm capacity of 500 GPM to serve the entire Crescent Mills
Development. The initial flow of 64,800 GPD in ADF will operate at a minimum 2 cycles per hour per
minimum design criteria. The Crescent Mills PS force main is sized for 10 inches. This size force main
provides minimum flushing velocity while providing additional capacity to accommodate the future flow
requirements of the entire basin.
Since the Crescent Mills PS will be rated at 500 GPM and pump just upstream of the lower capacity Poplar
Creek P5, with a future rating of 350 GPM, we reviewed the impact during peak events. It was determined
that the Crescent Mills PS has sufficient time between starts to allow the Poplar Creek PS to remove any
additional volume accumulated as a result of Crescent Mills running during peak events at Poplar Creek
PS.
Existing private wells are located at the intersection of Strickland Road and Swift Creek Road and are
shown on sheets FM-1.3 and FM-1.4. Due to the location of existing wells, 100 feet of separation cannot
be achieved between to wells and force main. A regulatory alternative allows for force main installation
within 25 feet of a well if the pipe is designed to water main standards. We have designed the force main
to water main standards with restrained DR 18 C900 PVC. For additional safety factor, the force main is
continuously restrained through area where private wells are within 100 feet.
Please find enclosed two copies of each of the following documents for review and approval:
• Cover Letter
• Executed Fast -Track Form FTA 04-16
• Fast Tracking/Acceptance Form FTSE 04-16
• Site Maps
• An application fee check in the amount of $480.00 is enclosed (only one check).
Please contact me at 919-481-4342 or [e-mail] if you have any questions or concerns.
Sincerely,
HIGHFILINFRASTRUCTURE ENGINEERING, P.C.
Jeffrey Ray, PE
Project Manager
enclosures
cc: Kim Rineer, PE
HIGHFILL I Page 2

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