WQ0043065_Application (FTSE)_20211202

State of North Carolina
FIWR Department of Environmental Quality
Division of Water Resources
1 5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: C3'x (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 C. Farmer. PE per 15A NCAC 02T .0106(b) uali
Title: Director of Utilities NC Dept of Environmental Q tY
4. Applicant's mailing address: PO Box 2263
IEC 4
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information: Raleigh pwgional Mile*
Phone number: [phone] Email Address: Chandra.Farmcr(cr�,JohnsonNC.com
11. PROJECT INFORMATION:
1. Project name. Cornwallis Landing Subdivision Phascs 2-4
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: 35.637 Longitude:-78.542°
5. Parcel ID (if applicable): 163800-57-1186
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark Ashness. PE License Number: 18894
Firm: CE Group, Inc
Mailing address: 301 Glenwood Ave., Suite 220
City: Raleigh State: NC Zip: 27603-
Phone number. [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional WTF Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0042267 Downstream (Receiving) Sewer Size: 8_ inch
System Wide Collection System Permit Numbedsl (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 04-16 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 ON'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
❑ Yes ❑No ®N°'A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM; HOAI 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 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: 100 °fo Domestic Commercial % Commercial
I,% Industrial (see 15A NCAC 02T .0103(20))
—Is there a Pretreatment Program in effect? ❑ Yes [:]No
6. Has a flow reduction been approved under 15A NCAC 02T _0114(t ? ® Yes ❑ No
);, If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0I14(fl)
Daily Design Flow"
No. of Units
Flow
Single -Family Residential
320 gal/day
169
54.080 GPD
gal/user
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
54,080 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) 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).
b Per l5A NCAC 02T .01 14(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: 54,080 GPD (per 15A NCAC02T .0l 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
8
4,381
SDR 35 PVC
1,480
C900 PVC
E-
> Section lI & 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
V III. 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 (for this Pump Station):
Size (inches) Length (feet) Material
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(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
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 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC {J2T .0305tf) & (g)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewer system
® 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-I waters of Class I or
Class lI impounded reservoirs used as a source of drinking water
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 see item IX.2
50 feet
10 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
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.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_ webpag`e
➢ If noncompliance with 02T.0305(i) or-C&L 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 15_A_ NCAC 02B .0200? ® Yes ❑ No ❑ N A
➢ 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 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T_0105(c]f6) (additional permits.. -'certifications)? ® Yes ❑ No
Per 15A NCAC 02T_0105(c6), 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 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:
1. Does the submitted system comply with i $A NCAC 02T, the Minimum Design Criteria for the Pcrmitting- of Pump Stations
and Force Mains (latest version), and the I`iravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the VariancefAlternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Avylication and supporting documents.
2. Professional Engineer's Certification:
I, attest that this application for
(Professional Engineer's name from Application Item III. I.)
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 (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. ik — A
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
......... ......; .. .-------
,
_ SEA' �
r 18694
1, t IN" ar U.- c _, MYMLY' I )iy e�)( UT 1rt l 1 i-t n 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 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 143-215.613, 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.
0,
Signature: C -4Date: I I
FORM: FTA 04-16 Page 5 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: Cornwallis Landing Ph 2-4
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 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 J%ws are in MGD
9.5
2.170 (incl.cap.purch)
7.091 (influent)
0.05408
9.2061
Trib 74.6%, w/paper 97.5%
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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Cornwallis
42277
0.4032
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current
Flow**
Avg, Daily
Tributary
Flow Plus
(Firm f pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
0.1613
0
0.0252
0.0252
0.1361
Austin 16432mod 1.0714 0.4285 0.250 0.1315 0.3815 0.0470
Josephine 0028867mod 3.384 1.354 0.7524 0.443 1.196 0.1579
Landfill 20340 1.9296 1.6718 1.1650 0.706 1.871 0.0586
* 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): Cornwallis Landing WWPS
Downstream Permit Number: WQ0042277
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 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
'-�-Imkoy (1� U�-k Uy-'s
Title of Signing Official
6
Page 2 of 6
FTSE lb-18

Cornwallis Landing Subdivision Phase 2-4
The proposed extension will consist of approximately 5,861 linear feet of 8-inch sanitary sewer main to
serve phases 2-4 of the Cornwallis Landing Subdivision. These phases provide for 169 remaining lots of
the planned 244 lots total. Johnston County has received approval for flow reduction which has been
considered in developing the permitted flow rate. The Phase 2-4 gravity system will have a total flow
rate of 54,080 gpd. The proposed gravity sewer system will flow to a new pump station located within
the Phase 1 development area (WQ0042277).

CE GROUP
301 GLENWOOD AVE STE 220
RALEIGH,NC 27603
PHONE [phone]
www.cegroupinc.com
CORNWALLIS LANDING
PH2-4 GRAVITY SEWER MAINS
JOHNSTON COUNTY, NC
USGS OVERLAY EXHIBIT NORTH
800, 0' 800'
GARNER, NC 2002 SCALE: 1 800'

CE GROUP
301 GLENWOOD AVE STE 220
RALE16KNC 27603
PHONE [phone]
www.cegmupine,eam
us
r-
rr
� a
Lo ITLTTT�
j L
CORNWALLIS LANDING
PHASES 2-4
JOHNSTON COUNTY, NC
STREET LEVEL MAP
KYNDAL
'SU�DIVrS)ON{
iTTTTT
i •I.1•I.I.l.I
111111
NORTH
800' 0' 800'
SCALE: V = 800'

`Q�0F WA rF9pG
Mlchae F. Easley, Governor
William G. Ross Jr., Secretary
6 t: North Carolina Department of Environment and Natural Resources
—I
to < Alan W. ftnek, P E., Director
Division of Water Quality
May 18, 2005
Timothy Broome, PE, Director of Infrastructure and Engineering
Johnston County Public Utilities
PO Box 2263
Smithfield, NC 27577
Subject: Johnston County
Residential Flow Reduction Approval
Johnston County
Dear Mr. Broome:
On February 22, 2005, the Division of Water Quality received a flow reduction request for
residences in Johnston County. The letter requests an allowable flow rate of 80 GPD per residential
bedroom based on the evaluated data for three similar existing subdivisions.
The water use data provided between November 2003 and October 2004 with daily readings
taken during November 2004 was analyzed by central office and regional office staff with additional
information requested. Based upon this data and the County response to our additional information
requests, the Division hereby approves the use of 80 GPD per residential bedroom, with a minimum
of 160 gpd for one and twb bedroom units in all applicable non -discharge permit applications.
Flow shall be incremented by 801gpd for each bedroom above two.. Rectarciless of the adiusted
design daily wastewater flow rate at no time _shall the wastewater flows exceed the effluent limits
defined in the NPDES permit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension or service connection(s). A permit modification and fee is
required to apply this flow reduction to any existing permits where flows have been allocated.
If you have any questions or comments regarding this matter, please contact Marie Doklovic
at [phone] ext. 371.
Sincerely,
,-1007
(Alan W. Klimek, P.E.
fi
CC' Ken Schuster, Raleigh Regional Office
Barry Herzberg, Raleigh Regional Office
Mark McIntire, NPDES East Program
Kimberly Rineer, PE, Johnston County Public Utilities
PERCS Flow Reduction File
One pretreatment, Emergency Response and Collection Systems Unit Internet httpa/h2o.enrnc.state.uslndpu
NO thCar011na 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
No
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