WQ0041135_Application (FTSE)_20191008

Permit Number WQ0041135
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Jacksonville Transit Station
Location Address
Owner
Central Files. APS _ SWP -
8/28/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
City of Jacksonville Government - Municipal
Owner Affiliation
Richard L. Woodruff
PO Box 128
Dates/Events Jacksonville
NC 28541012
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/26/2019
Regulated Activities Requested !Received Events
Additional information requested

Ej
R & ASSOCIATES, I N C .
I , ••
N V IL L E, NORTH CA R O L I N A
TO: Mr. Dean Hunkele
NCDENR
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
r9iv9fI lra� �ref-WI#05F0
RECEIVED/NCDENR/M
AUG 2 6 2019
Water Quality Regional
Operations Section
Wilrungtel, Regional Office
DATE: August 21, 2019
REF: Jacksonville Station
Sewer Improvements
Fast Track Sewer Application
WE ARE SENDING YOU:
One (1) Original and One (1) Copy of the Fast Track Application; One (1) Check #39556 in the amount
of $480.00 for the application fee; Two (2) Flow Tracking/Acceptance Forms; One (1) Portion of the
USGS Map; One (1) Copy of the Sewer Plan Sheet C 1.5; and One (1) Sewer Narrative.
DELIVERY VIA:
❑O
Regular Mail
❑
Hand
❑
Federal Express
❑
UPS Overnight
❑
UPS Ground
❑
Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑X For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
COMMENTS:
i t u„ Ahl-4 ..
Anth y G. Moctezuma, Staff Engineer
ec: John Farabow - HR Associates(LOT only)
AGMibrs CF (P), JLM, LAM
(if enclosures are not as noted, kindly notify us at once)
secretary.c2.2019. Forms.JacksonvilleStation.LOT.Hunkele.JacksonvilleStation.FastTrackSewerApplication.8.21.19
306 New Bridge Street I P.O. Box 976 I Jacksonville, NC 28541-0976 I [phone]
Firm License Number F-0108 I www.parkerjacksonville.com

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: UC Wq R (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Jacksonville (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: Ron Massey per 15A NCAC 02T .0106(b)
Title: Deputy City Manager
4. Applicant's mailing address: P.O. Box 128
City: Jacksonville State: NC Zip: 28541-
5. Applicant's contact information:
Phone number: [phone] Email Address: citymanaeer(@,iacksonvillenc gov
II. PROJECT INFORMATION:
1. Project name: Jacksonville Station
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.76523' Longitude:-77.40783'
5. Parcel ID (if applicable): 036015
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jonathan L. McDaniel License Number: PE 37928
Firm: Parker & Associates. Inc.
Mailing address: 306 New Bridge Street
City: Jacksonville State: NC Zip: 28540-
Phone number: [phone] Email Address: office(tr),parkeriacksonville.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Jacksonville Wastewater Treatment Plant Permit Number: W00009267
Owner Name: City of Jacksonville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): _
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 ®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 Home/Property Owners' Association, has an Operational Agreement (FORM: 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 gOther (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0I03(20))
►,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I14(t))
Daily Design Flow "b
No. of Units
Flow
General Office Facilities
25 gal/employee
15
375 GPD
Public Access Restroom
325 gal/plumbing fixture
42
13,650 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
14,025 GPD
a See 15A NCAC 02T .01 14(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 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 14 025 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: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 722 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
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) FLength (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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 02T .0305(fl & (a)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer 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-I waters of Class I or
Class II 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 sloe 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(a) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ If noncompliance with 02T.0305(I) or (g), 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 .0200? ® Yes ❑ No ❑ N/A
➢ 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?
➢ Information can be obtained from the 401 & Buffer Permittin Branch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), 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
➢ 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 15A NCAC 02T, the Minimum Design Criteria for the Permitting; of Putnp Stations
and Force Mains (latest version( and the Gravity Sewer Minimum Design Criteria (latest version( as applicable?
XYes ❑ 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 required prior to submittal of the Fast Track Application and supportine
documents.
2. Professional Engineer's Certification:
I Jonathan L. McDaniel, P.E. attest that this application for
(Professional Engineer's name from Application Item I1I.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 (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 havejudged 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Ron Massey - Deputy City Manager _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 143-215.6B, 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: ` '� '^ Date:
FORM: FTA 04-16 Page 5 of 5

i)hi -iozI of ,tat I Reso1nce
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Jacksonville
Project Name for which flow is being requested: Jacksonville
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: City of Jacksonville Land Treatment
System
b.
WWTP Facility Permit #: 0009267
All flows are in MGD
c.
WWTP facility's permitted flow
9.0
d.
Estimated obligated flow not yet tributary to the WWTP
0.523
e.
WWTP facility's actual avg. flow
5.446
f.
Total flow for this specific request
.0140
g.
Total actual and obligated flows to the facility
5.613
h.
Percent of permitted flow used
62.9
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
Barrus
WQ0024843
3.870
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Daily
Current
Not Yet
Total Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Firm / pt),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
1.548
.1874
.0140
0.2014
1.346
Main 30 12 5.386 .0053 5.391 6.609
* 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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I 120 a I r. Whcss< certify to the best of my knowledge that the addition of
the volume of wastewater o 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
Title of Signing Official
EA
Page 2 of 6
PTSF 10-18

Jacksonville Station
Sewer Narrative
This project is a proposed transit center for the City of Jacksonville. The sewer for this project was
determined by the adding 25 gal/employee for a general business and 325 gal/plumbing fixture for
public access restrooms. Total daily flow being 14,025 gallons. The sewer ties into existing 8" sewer on
the south-east side of the project.
secretary.c2.2019. Forms.JacksonvilleStation.Nwative. Hunkele.JacksonvilleStation. Sewer.8.21.19

Google Maps 34045-54.8"N 77°24-28.2"W
1�
Dauy paean Gnll R Cltill
/ � �.•
o
k
i
ra,
Stout s House Of Pain �
© Cambal Cycles
Lon gley Su Supply
v
Penske Truck Rental
e v.,i.m
El Manathi Mexican �
de
r`� A
S
at,
sad Cuts
RFCp
4
Ron
s •, w „
s„an, o:
�S0 S
G
Saunders Funeral Time
a
c.
Sahara Hookah & Vape
e
v
a"
P
c
PABC Liquor S ores,
OO
-.>
Panache Events PlusP
Rose Brothers
+:
y
Goggle
Greyhound: Bru Station
Map data ©2019 200 ft
8/28/2019