WQ0040934_Application (FTSE)_20190712

Central Files: APS SWP
6/11/2019
Permit Number WQ0040934 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual
Primary Reviewer
dean.hunkele
Facility
Facility Name
Upper Western Trunk
Owner
Owner Name
City of Jacksonville
Major/Minor Region
Minor Wilmington
County
Onslow
Owner Type
Government - Municipal
Owner Affiliation
Richard L. Woodruff
PC Box 128
Dates/Events Jacksonville NC 28541012
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/11/2019
Regulated Activities Requested /Received Events
Additional information requested

Kim
���00���0�
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300 West Morgan
svke1sn0
Durham, North Carolina 2rro1
TEL [phone]
FAX e1e6772050
Date: 6/7/2019 Job Number: 015567007
Project Name: Western
To: NC Division of Water Resources Water
Attn: Dean Hunke|e
127 Crdi | Drive Ext,
Wi|minpton.NC284O5
0eare sending these by
Fj Us. mail FedEx Hand Delivery
[-I Other
We are sending you
D� Attached [] Under separate cover via the following items:
[] Shop drawings [] Prints/Plans [] Samples [] Specifications [] Change Orders
O Other
CoDies Date No, DescriDbon
1—
8/26/16
401 Water Quality Certification and FONSI
1
6/4/19
1 CD with all permit requirements
1
6/4/19
1 Sewer System Extension Form
1
6/4/19
Proposed Force Main Aerial �M�
These are transmitted aochecked below.-
[] Foryuurnso [] Approved aasubmitted [] Resubmit [] Copies for approval
[] As requested [] Approved annoted [] Submit [] Copies for distribution
123 For review and comment [] Returned for corrections [] Return [] Corrected prints
Copy to:
Signed:
Cody Mangano, El
(019)653~5853 1

���� ��������0�0����y,,z-),%� ���� �0
June 7.281A
Dean Hunkele
Water Resources Water Quality
Regional Operations Section
137Cardina| Drive Ext
Wilmington, NC 28405
The City of Jacksonville has retained the services of Kimley-Horn & Associates to design and permit
the Western Regional Upper Trunk Sewer inJacksonville, NC. The trunk sewer will convey flow from
the intersection of Western Boulevard and Williamsburg Parkway to south of the intersection of
Williamsburg Parkway and Fawn Trail, No additional flow will be added to the system at this time and
the trunk sewer will tie into existing sanitary sewer on the south end of the vicinity map attached. The
trunk sewer is one component of an expansion of Jacksonville's collection system, which will provide
additional system capacity for current and projected wastewater flows.
Enclosed are the following for your review:
* 15ANCACO2TD3OO—Fast Track Sewer System Extension Form (1copy)
m Application fee of$48U
* CD with all permit requirements
* Finding of No Significant Impact and Environmental Assessment and 401 Water Quality
Certification (1copy)
m Aerial Image showing Proposed Western Regional Upper Trunk Sewer (1 copy)
* USGSTopographic Maps (1copy)
It is our understanding that the Certificate of Public Convenience and Necessity will not be required
for the City ofJacksonville. The Flow Tracking / Acceptance Form kynot necessary because vveare
not adding flow tnthe overall sewer system.
As the project is being reviewed, we would be more than willing to setup a meeting to discuss the
project. Feel free to contact myself regarding any questions or issues concerning the application at
[phone]orCody.PWangano@kim|ey-horn.00no.
Best Regards,
KIMLEY-HORN AND ASSOCIATES, INC.
Cody P.Mangano, B

State of North Carolina
yma
MY 0 Department of Environmental Quality
OUR, Division of Water Resources
0-
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FI`A 04-16 & SUPPORTING DOCUMENTATION
I f qo�/I
Application Number: W(�!O� -5 ( (, be completed by DVvR)
L Applicants name: City of Jacksonville (company, municipality, HOA, utility, etc.)
1 Applicanttype: ❑ Individual Corporation El General Partnership
Federal State/County 2 Municipal
1 Signature authority's name: Ron Massey per 15A NCAC 02T.0106(b)
Title: Deputy City Manager
4. Applicant's mailing address: 815 New Bridge St. PO Box 128
City: Jacksonville State: NC Zip: 28541-
5. Applicant's contact information:
Phone number: (2U9 938-5221 Email Address: rmassevaci.iacksonville.ne.us
F1 Privately -Owned Public Utility
M other
I. Project name: Upper Western Trunk Sewer
2. Application/Project status. Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOO_ and issued date:
If new construction but part of a master plan, provide the existing pen -nit number: WQOO
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: ' )4,796407' Longitude: -77.437912'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
UJW4 �-- 14 �11& B 9 10 1 Qlllil AJ
1. Professional Engineer: Zak Purvis License Number: 33186
Firm: Kimley-Horn & Associates Inc.
Mailing address: 300 West Morgan St. Suite 1500
City: Durham State: NC Zip: 2770 1 -
Phone number: (2j9 )!K3-22!a Email Address: [e-mail]
W. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Jacksonville Permit Number: WQQ009267
Owner Name: City of Jacksonville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
ri
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size; inch
Svstem Wide Collection Svs-em Pg —mitNum ber(s) 6faRR,'_1icable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page I of 5

M,
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and 'Necessity been attached?
[-]Yes FlNo (EN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached.)
[]Yes FlNo ®N/A
3. If the Applicant is a' Horne,',Prooer+v Owners! Association. has an Operational Airreement (FOR' : 1-10A) been attached?
E]Yes FJNo ONI/A
4. Origin of wastewater: (check all that apply):
I
0
VA
8.
Residential Owned 2 Retail (stores, centers, malls) [_1 Car Wash
Residential Leased El Retail with food preparation/service F-1 Hotel and/or Motels
School / preschool / day care [I Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
Food and drink facilities El Church M Swimming Pool/Filter Backwash
Businesses / offices 11 factories Nursina Home F-1 Other (Explain in Attachment)
Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A \NCAC 02T.01103(20))
"Is there a Pretreatment Program in effect? R Yes E] No
Has a flow reduction been approved under 15A NCAC 02T.01 Wrl r_1 Yes Z No
If ves, provide a co of flow reduction aDDroval letter
Summarize wastewater generated by project:
I Establishment Type (see 211.0 ,) I Daily Design Flow ,b INo. of Unitsl Flow I
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
GPD
a See 15A NNCAC 02T.01 14(b). (d). (ei(l) and (63(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.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 0271.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 0 GPD (per '5A NCAC 02T.0 114
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
F] Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
F] Flow has already been allocated in Permit Number-
S Rehabilitation or replacement of existing sewer with no new flow expected
n Other (Explain):
FORM: FTA 04-16 Page 2 of 5

1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
e�
36 8,610 TBD
Section 11 & 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 ',VIDC
I. PUMP STATION DESIGN CRITERIA (If Applicable) —_12T.0305 & LIDC Pump Stations/ForceNI-Ininsl.
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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) ofthe pumps}: _ gallons per minute at feet total dynamic head (TDI-1)
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)(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 of

MUR 0 0 K-1�
1. Does the project comply with all separations found in 15A NCAC 02T.0205(f) & (g) Yes R No
�
v 15A NCAC 02T.0305(0 contains minimum se2arations that shall be provided for sewer systems:
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!21orizontal)
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 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 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 stream4 lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
To slope of embankment or cuts oft. feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
I Any swimming pools
10 feet
IFinal earth grade (vertical)
36 inches
> 15A ,\,CAC 02T.0305(gcontains alternatives where separations in 02T.0305(r) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications .1,yeboaze
If noncompliance with 0271'.0305(f) or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) F] Yes R No [-] N/A
> See the Division's draft separation requirements for situations where separation cannot be meet
r No variance is required if the alternative design criteria specified is utilized in design and construction
a 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 2
`� 'L0200? FlYes [:]No MN/A
>' This would include Trout Buffered Streams per 15A NCAC M0202
4. Does the project require coverage/authorization under a404Nationwide or R Yes n No
individual permits or 401 Water Quality Certifications?
��- Information can be obtained from the 401 & Buffer Perminfing Branch
5. Does project comply with I 5A NCAC 02T.01 05(c);(6) (additional permits/certifications)? E Yes n No
Per 15A NCAC 02-1.0105(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 ' "hi ' gh-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 0 No M N/A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Z�
Ue. �IORNI "WA
iocumented per 15A NCAC 02T.0403(a)(5) or the permitee's individual Systern-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

1. Does the submitted system comply with 15A NICAC 02 T the Mininnum Desi-ar.-C.n.teda for the Permit ing of Puan-,D Sta�dons
and Force Mains (latest version). and the Gravity Sewer Minimum Design Criteria flattest version, as applicable?
0 Yes [1 No
IfNo, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. AppDroval of the reguest is re aired Drior to. submittal of the Fast Track Anglication and SUDPOrting documents.
2. Professional Engineer's Certification:
; name from Application Item TIL I.)
that this application for
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 sea] 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 SI 0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineet's seal, sign2tare, and date: Qv ifzi
SEAL
33186 1-0-
':Z� rp, I
q- CJ
N
-A N
3.
Applicant's Certification per 15ANCACO2T .0106(b):
7F:� SJ:k:V AA --l—, _attest that this application for
Signature Authonty's name & title 1from, Apl5lication 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 Mll be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 14-2I5.6E, 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.
I)I-Q
Signature: L Date:
FORM: PTA 04-16 Page 5 of 5

Hunkele, Dean
From: Mangano, Cody <[e-mail]>
Sent: Tuesday, June 11, 2019 5:11 PM
To: Hunkele, Dean
Cc: Purvis, Zak
Subject: RE: [External] RE: Upper Western Trunk
Got it. Let me know if anything else comes up.
me
Cody Mangano, El I Analyst
Kimley- Horn l 300 West Morgan Street, Suite 1500, Durham, NC, 27701
Direct: 919-653-5853 1 Main: 919-677-2000
Celebrating 12 years as one of FORTUN E's 100 Best Companies to Work For
From: Hunkele, Dean <[e-mail]>
Sent: Tuesday, June 11, 2019 3:12 PM
To: Mangano, Cody <[e-mail]>
Cc: Purvis, Zak <Zak. Purvis@ ki m ley-horn.com>
Subject: RE: [External] RE: Upper Western Trunk
inspection at least every 6 months and cleaning as necessary until sufficient flow & bottleneck is gone. Also, this design
would be a negative mitigating factor if a spill occurs.
Dean Hunkele
Environmental Specialist 11
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean,Hunkele nc�denr. ov
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deq.nc.gov/contact/regional-offices/wilmington
,rnafl or spondence any ftom is address is subis`cr m the North Cano)na Pubhc Reco�-Cli-c Law cnd mov be disc! sad �0 se f R5
0 N
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official

application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays onthe site for so
For previously b`ucd,ewcrpcnnitimoor/ncheckonscw,rcemDcationecei;t status, please use the Division's Sewer Extension Permit
Tracker. using the Issue Date ontop ofthe Engineer Certification Form i`best way toensure getting what you want especially for multi -version
permits; using today'sdate only gives info onthe latest permit version. (Confirmation using this method will replace letters and emails; it is
recommended that confirmation beorinted andlor saved.
Links to both trackers can be found on the sewer Permitting site here: https:Ldeg.nc.gov/about/`­`divisions/'Water-resources/water-resources-
Subscribe to Collection SyLtem �J �dates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Mangano, Cody
Sent: Tuesday, June 11,2D19 258PM
To: Hunke|e,Dean
Cc: Purvis, Zak
Subject: RE: [External] RE: Upper Western Trunk
See attached for reference to our current proposed connection to the existing system.
Yes this is the Upper portion of the proposed trunk sewer and the Lower portion will come later to tie into a proposed
regional pump station previously permitted with the Central office. What will being an HPL/high priority line?) entail for
the City?
Cody Mangano, Ell 1Analye
Kimmhmy-Hmmm15UOWest �AonQanStreet, Suite 15OD.Durham, NC, 277O1
Celebra1ng12years asone ofFORTUNE's1QOBest Companies LoWork For
From: Hunke|e,Dean
Sent: Tuesday, June 11,2O192:4OPK4
To: Mangano, Cody >
Cc: Purvis, Zak >
Subject: RE: [ExternoDRE: Upper Western Trunk
|sthere eplan toupsizethat line atsome point asitwill beabottle neck? | will have tospecial condition the permit due
to it plus it will be a HPLdue to scour limitations,
The condition will be something like this for the larger line into smaller:
The Permittee shall provide an updated downstream sewer capacity evaluation of the downstream 8-inch gravity sewer
lines to the downstream pump station for each request for permitted addition of tributary flow to the 10-inch gravity
sewer permitted herein per the Gravity Sewer K4DC3ection ||| F. [15A N[ACO2T.O305(b)]

Environmental Specialist o
Water Quality Regional Operations Section
Division orWater Resources
Department nfEnvironmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Wilmington Regional Office
zarCardinal Drive a*
Wilmington, mC284O5
Emod Corresloondencp to andƒ�this �-_7ch`Iress is subiect to the North CaroiinoPublic Records Low ondm�����'hirtq
Parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
noadditional information »asu,bcrcqucsteduponfuUrevicw. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays n^the site for so
dam.
For previously issued sewer permit info orto check on sewer certification receipt status,pleaa,ua-theDivision'sSmwerzxteosionPemmit
Tracker. Using the Issue Date nntop vfthe Engineer Certification Form isbest way toensure getting what you want especially for multi -version
permits; using tnday'sdate only gives info nnthe latest permit version. Confirmation usinq this method will replace letters and emoils, itis
recommended that confirmation be printed on�Zor saved.
Links to both trackers can be found on the sewer Permitting site here: https:Z/deg.nc.gov/about/divisions/water-resources/water-resources-
Subscrjbf� tg C le&,ion Sys -tern UJodates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Mangano, Cody
Sent: Tuesday, June 1I,lO192:33PM
To: Hunke|e,Dean <
Cc: Purvis, Zak<
Subject: [External] RE: Upper Western Trunk
Im
The line is tying to the City of Jacksonville's existing 18" RCP trunk sewer (near N: 379951.3138, E: 2467103.0301)
Let me know if you have any other questions or need me to provide any other documentation.
Cody Mangano, El)Analyst
Kimnley~Homn{3UOWest Morgan Street, Suit-e15OD. Durham, NC.277D1
Celebrating 12 years as one of FORTUNE's 100 Best Companies toWork FOr

Fromm: Hunke|e, Dean
Sent: Tuesday, June 11,20192:14PM
To: Purvis, Zak
Subject: Upper Western Trunk
Importance: High
Zak,
What is this line tying to? Application doesn't say.
Environmental Specialist U
Water Quality Regional Operations Section
Division orWater Resources
Department ofEnvironmental Quality
e10.7eeJ215 Reception Desk
910.796./380 Direct
e10s50.2004 Fax
Dean. Hu Dke1e'@ncdenrgov
Wilmington Regional Office
zoCardinal Drive om
Wilmington, NC 28405
B� ������o�����w�m����d�L�
The goal ofthe Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
noadditional information has u,herequested upon full review, Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays nnthe site for 3O
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date ontop ofthe Engineer Certification Form isbest way mensure getting what you want especially for multi -version
permits; using touoy'sdate only gives info nnthe latest permit version. Confirmation usinq this method will replace letters and emails; itis
Links to both trackers can be found on the sewer permitting site here: httos://deci.nc.Rov/about/divisions/water-resources . water -resources -
Subscribe to Collecdon
­­­ _... . .. . ................. ...... ................. listserve to receive automatic alerts for changes to applications, policies, regulations, etc.