WQ0041330_Application (FTSE)_20191127

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: d (10 be comp1e1cd by DWR)
111
!!!
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
L
Applicant's name: Johnson_ County Public Utilities (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 Farmer per 15A NCAC 02T .0I06(bl
x
Title: Director of Utilities
C]
4.
Applicant's mailing address: 309 East Market Street, P.O. Box 2263CD
t�
b
City: Smithfield State: NC Zip: 27577-CD
5.
Applicant's contact information:
�
Phone number: (9I9) 938-5826 Email Address: chandra.farmerABiohnstonnc.com
�•
11. PROJECT INFORMATION:
I.
Project name: FBO Site Development and Parking Lot Expansion
4
2.
ApplicationfProject status: ® Proposed (New Permit) ❑ Existing Permit/Project
COD
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: Johnson
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.548992 Longitude:-78.389575'
5.
Parcel ID (if applicable): see attached
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Benjamin Bothell License Number: 046955
Firm: WK Dickson & Co. Inc.
Mailing address: 720 Co orate Center Drive
City: Ra_ leieh State: NC Zip: 27607-�
Phone number: 9( 19) 256-5649 Email Address: bbothell(@wkdickson.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnson_County Regional WW Facility Permit Number: NC 030716
Owner Name: Johnson County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0009749 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbe s (if a licable : WQCS_000 to
OwnerName(s): Johnson Coun Public Utilities
71--
FORM: FTA 04-16 Page 1 of

VI. GENERAL REQUIREMENTS
L 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 ®N.'A
3. If the Applicant is a Ho€ne!PropeM Owners' Association, haL, an Operational Agreement (FORA: 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 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 % Domestic;'Commercial % Commercial
0.0 % Industrial {see 15A NCAC 02T .0 i 03f20)}
I I, Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? []Yes ❑ No
z If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see22T.0114f11)
Daily Design Flow a.b
No. of Units
Flow
Restaurant, full service
40 gal/seat
232
9,280 GPD
General Business and Office Facility
25 gal/employee/shift
59
1,475 GAD
Schools w/o cafeteria, gym or showers
10 gal/student
7I
710 GPD
gall
GPD
gall
GPD
gal/
GPD
Total
11,465 GPD
L/
a See 15A NCAC 02T Al 14(b), fd), (O(11 and (e)(21 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 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 1141 shall be
determined using available flow data, water using fixtures, occupancy or operation tterns, and other measured data.
Wastewater generated by project: 11,465 GPD (per 1 SA 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: FTA 04-16 Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable)- 02T.0305 & MDC jGravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 228 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)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. 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 I5,000 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 02T .0305(f) & ( ®Yes [:]No
D 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
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 1 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, 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,0305(g) contains alternatives where separations in 02T.0305(o cannot be achieved.
> "Stream classifications can be identified using the Division's NC Surface Water Classificati!ms webpape
t If noncompliance with 02T_9305(f} or(e see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ®N. A
Seethe Division's draft separation requirements for situations where separation cannot be meet
t 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 I5A NCAC 02B .0200? ❑ Yes ❑ No ®N A
D This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
Z Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c) 6) (additional permitsicertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105kM, 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 ❑ N.-'A
Z 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 Minimum Design Criteria for the Permittingof of Pump Stations
and Force Mains (latest version), and the Gravi Sewer Minimum Design Criteria latest 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 reguest is re uired prior to submittal of the Fast Track Application and suRporting documents.
2. Professional Engineer's Certification:
1, 3 Z J JS.,4 ++.1 i3d iw eq- attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (Iatest 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 I43-215.613, 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: ,110 C+A 1,,��
.•,� Rp •
��OQ- 0F'.0. �
N
z gat �r
046955
-------- ----
- ... N T
3. Applicant's Certification per 15A NCAC 02T .0I06(b):+•+atyyryl�
h -Ui
J;-114us a est tKat this application for
(Signature Authority's name & title from App tcation 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.
0 Signature: C- Date:
FORM: FTA 04-16 Page 5 of 5

NC Dept ofFnvironmental Quality
DWRNOV 2 7 7(1 ;
Division of Water ResoGT&islgh Regional Office
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: FBO Site Development & Parking Lot
More than one FTSE maybe required for a single project iftlte owner of the WWTP is not responsible for all puntp
stations along the route of the proposed wastewaterflow.
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
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.3055 (0.4 Clayton)
e. WWTP facility's actual avg. flow 5.841
f. Total flow for this specific request 0.00115
g. Total actual and obligated flows to the facility 8.1580
It. Percent of permitted flow used 85.7% paper, 61.5 % trib
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 / po,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Airport
9749
0.2592
0.1037
0.01467
0.03480
0.0495
0.05421
Landfill
20340
1.9296
1.6718
0.8359
0.6753
1.5112
0.1606
* 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): Airport Hanger
Downstream Permit Number: WQ0009749
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.
Official Signature
MQM
Of Signing Official
Date
Page 2 of 6
FTSE 10-18

DwK
IKSON
community Inlrastrvclura consultants
Figure 2.2 - FBO Site Development
& Parking Lot Expanion
Vicenity Map
Johnston County Regional Airport
N
wt
0 300 500 1,200
Feet s
1 in = 600 ft Date
11/15/2019

Ali:
gW IFS CREEK' RD
h N
Legend
Proposed Sewer
--- Existing Sewer
Building rt
Project Area
op�g Jat'an i eog ph t I ubed
Figure 1.1 - FBO Site Development "
r& Parking Lot Expansion 0 125250 50Feet WLDWK
D1C1<SON USGS Topographic Map S
communlry Infrastructure consultants
1 in = 500 ft Date
Johnston County Regional Airport 11/15/2019

z'0
Ig

K
90 DICKSON
1929-2019 community Infrastructure consultants
NC Dept of Environmental Quality
November 26, 2019
Raleigh Regional Office
Mr. Jason Robinson
NCDEQ Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: Fast Track Sewer System Extension Permit Mo ' 'cation
FBO Site Development and Parking Lot Expansion —
Johnston Regional Airport, Smithfield, North Carolina
WKD Project No. 20180257.01.RA
Dear Mr. Robinson:
The Johnston Regional Airport wishes to prepare a site to allow development of a new Fixed Based
Operator (FBO) at the airport. The site identified for development is just north of the terminal
building, adjacent to the aircraft ramp. The building will extend sewer from existing line to the
proposed building.
As part of this submittal, please find enclosed the following documents for the referenced permit
modification:
D One (1) original and one (1) copy of the Fast Track Sewer System Extension Application
(FTA 04-16)
➢ One (1) check made payable to the North Carolina Department of Environmental Quality
(NCDEQ) in the amount of $480.00.
One (1) copy of 8.5-inch by 11-inch color copies of USGS Topographic Maps depicting each
location of sanitary sewer relocation within the project area
z One (1) street level map (aerial) showing general project Iocation
One (1) signed and sealed copy of the project Specifications
If you have any questions or require additional information, please do not hesitate to contact me at
919-256-5649 or via email at [e-mail].
720 Corporate Center Dri%e
Mileigh, NC 27607
Tel. [phone]
tip•ww.►r kd ickson.com
Aviation • Water Resources • Community Development • Genmatics

Fast Track Sewer System Extension Permit Modification
FBO Site Development and Parking Lot Expansion
Johnson Regional Airport
November 26, 2019
Page 2 of 2
Sincerely,
WK Dickson & Co., Inc.
"'
Ben Bothell, PE
Senior Project Engineer
Enclosures

Cashion, Ted
From: Chandra Farmer <[e-mail]>
Sent: Friday, December 20, 2019 8:52 AM
To: Cashion, Ted; Kim Rineer
Cc: [e-mail]; Robinson, Jason
Subject: (External] RE: FBO Site Development and parking Lot Expansion fast track sewer extension
application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<maiIto: [e-mail]>
Ted,
Yes, this is an extension, so a new permit is appropriate.
Thanks,
Chandra
Chandra Cox Farmer, PE
Director
Johnston County Department of Public Utilities
PO Box 2263
309 E. Market St.
Smithfield, NC 27577
[phone]
[phone] (fax)
-----Original Message -----
From: Cashion, Ted <[e-mail]>
Sent: Thursday, December 19, 2019 5:31 PM
To: Kim Rineer ([e-mail]) <[e-mail]>
Cc: [e-mail]; Robinson, Jason <[e-mail]>; Chandra Farmer
([e-mail]) <[e-mail]>
Subject: FBO Site Development and parking Lot Expansion fast track sewer extension application
Hi Kim,
We are reviewing the subject application. Item 11.2 of the application notes this is a proposed (new permit). However,
the narrative submitted with the application includes this is a modification to a permit, but doesn't specify the permit
number. We can't find this project name in our database, either.

Is it OK with you if we issue this as a new permit?
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted. cash [e-mail]<mailto:[e-mail]>
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
[cid:image007..png@01D40E3E,A54D3A10]
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Cashion, Ted
From: Cashion, Ted
Sent: Thursday, December 19, 2019 5:31 PM
To: Kim Rineer ([e-mail])
Cc: [e-mail]; Robinson, Jason; Chandra Farmer
([e-mail])
Subject: FBO Site Development and parking Lot Expansion fast track sewer extension application
Hi Kim,
We are reviewing the subject application. Item 11.2 of the application notes this is a proposed (new permit). However,
the narrative submitted with the application includes this is a modification to a permit, but doesn't specify the permit
number. We can't find this project name in our database, either.
Is it OK with you if we issue this as a new permit?
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
er--�—D E
.,
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Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.