WQ0040346_Application (FTSE)_20200708

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Division of Water Resources
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State of North Carolina
X�op Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to he complewd by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
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I.
Applicant's name: Aqua North Carolina. Inc. (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: Michael Melton per I5A NCAC 02T .0106(hM
Title: Emyincering Manaaer
4.
Applicant's mailing address: 202 Mackenan Road
City: Cary State. NC Zip: 27511.
5.
Applicant's contact information:
Phone number: (2L4) 489-9404 Email Address- [e-mail]
IL PROJECT INFORMATION:
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1.
Project name: HWY 42 Utility Relocation
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2.
Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
Ifa modification, provide the existing permit number: WQ0040346 and issued date: October 9 2018
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If new construction but part of a master plan, provide the existing permit number: WQ00
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3.
County where project is located: Johnston
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4.
Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
5.
Parcel ID (if applicable): NA
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(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
I. Professional Engineer: Larry Mitchel[ PE License Number: 023965
Firm: Dewberry Engineers Inc.
Mailing address: 2610 W cliff Road Suite 410
City: Raleigh Slate: NC Zip: 27607-3073
Phone number: ( 9) 424-3741 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Neuse Colony WWTF Permit Number: NCO064564
Owner Name: Aqua North Carolina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Numbers if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Ycs ®No ❑NIA
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' Ass(wiation, 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 ❑ Other (Explain in Attachment)
5. Nature of wastewater : I0017 Domestic/Commercial 0 % Commercial
_0'� Industrial (S;w 15A NCAC 02T .0103(20))
1Is there a Pretreatment Program in errect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T Ml 14(1? ® Yes ❑ No
If Ves. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (sec 22 .0114(f11
Daily Design Flow A t'
No. of Units
Flow
No additional flow generated
0 gal/min
0 GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See I5A NCAC 02T .01 14(b), (d). (e)(1) tend fe)(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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 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 .01 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): NCDOT utility relocation protect
FORM: FTA 04.16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Gravit Sewers
I. Summarize gravity sewer to he permitted:
Size (inches) Length (feet) Material
8 80 DI
i
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 i'or gravity sewer(s)
i Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
V1I1, PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: NOT APPLICABLE, ONLY FORCE MAIN BEING REPLACED
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
16
447N 31
PVC
12
2,801
PVC
4
PVC
6. Power reliability in accordance with 15A NCAC 02T ,0305 h I :
16,7 ,,3 o L F
❑ 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.
i 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 .1 of 5

IX. SETBACKS & SEPARATIONS — (02B .02i10 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305io & t81
15A NCAC 02T.0305(f) contains minimum separations that shall be Provided for sewers stems:
® 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
hi h 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 slo c 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(L) contains alternatives where separations in 02T.0305(f) cannot be achieved.
:- "Stream classifications can be identified using the Division's NC Surface Water Classifications webnaae
:- If noncompliance with OT O305 I orlgl see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
i 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 ❑ NIA
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 Permitting Branch
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, sire, 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:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria-ror the Permitlink of Pump Statiim�s
and Force Mains (latest version), and the Gravity Sewer Mininium Desi gn Criteria latest version as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC t0-14) and supporting documents for
review. Approval or the request is ret uired prior to submittal of the Fast Track Application and su porting documents.
2. Professional Engineer's Certification:
I — *2m t' / V t�4 towy �' X4 t ! attest that this application for
V (Professional Engineer's name from Application Item II1.1.)
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
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Micheal A. Melton, Engineering Manager attest that this application for
(Signature Authority's name & title from Application 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 accurdance 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: all Akfy4oy Date: .July 7, 2020
rORM: FTA 04-16 Page 5 of 5

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DATE TITLE
4/3/2018 LOCATION MAP _
PROJ. NO. PROJECT
R-3825B NC 42 W/S
50087179 RELOCATION
EET NO.
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Water Resoarces
EtlMOtIMEtiinl. (WAt n•
October 9, 2018
Michael Melton, Engineering Manager
Aqua North Carolina, Inc.
202 Mackenan Road
Cary, NC 27511
Subject: Permit No, WQ0040346
Aqua North Carolina, Inc,
Hwy 42 Utility Relocation
Wastewater Collection System Extension Permit
Johnston County
Dear Mr, Melton:
AIICiIAI--I- S. Ik1:GAN
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I_INDA CU1.1'lil'111-11
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NC Dept ofEnvir0l7mental Quality
JUL - R zozo
Raloigh Regional Qlflc
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In accordance with your application received August 14, 2018, we are forwarding herewith Permit No.
WQ0040346 dated October 9, 2018, to Aqua North Carolina, Inc. (Permittee) for the construction and
o eration upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a permit modification request for a
name change must first be approved) by this office.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any indlviduai system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rule:. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.5A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are dinarceptable, you have the right to
request an adjudicatory hearing upon written request within 30 clays folio.-; ing receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, INC
27699-6714. Unless such demands are made, this permit shall be final and binding.
I�lI IvIt11i 1'1 �� IItr. 1{L4 3Jirl"�, 1";11CI0"II ()11141, \', .11tl 00 1111,( r1}l'F IIliNW' Sitllull %Y 41 ;:.Ilta,11LItItiAlk (1il;
N1111 '-Ft 1- C liitr, If;llci!'tl, ':{' 27W)') 1162 ; I'll +ill I I V0 791'2111)
! 1a lnnn ,h(lil Itmcli O,ot1 id th-w11 i-,( "W.1111 1 at i4191 7�'A.71iV

Aqua North Carolina, Inc.
Permit No WQ0040346
If you need additional information concerning this matter, please contact Thomas McKinney at (919)
791-4233 or via e-mail at [e-mail].
Sincerely,
or Lin a Cu pepper
Interim Director, Division of Water Resources
by S. Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Larry Mitchell, P.E., Dewberry Engineers Inc. (via email- [e-mail])
Johnston County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Page 2 of 8

North Carolina Department of Environmental Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Aqua North Carolina, Inc.
Johnston County
for the construction and operation of approximately 19,301 feet of 12-inch force main, and approximately
80 linear feet of 8-inch gravity sewer, with no additional flow, as part of the Hwy 42 Utility Relocation
project, to discharge wastewater into the Neuse Colony Wastewater Treatment Plant's existing sewerage
System, pursuant to the application received August 14, 2018, and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated in March 2008,
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 and updated March 2008, as applicable; and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a part of
this permit.
This permit shall be effective from thfdat f issuance until rescinded and shall be subject to the specified
conditions and limit ions contain d.
Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0040346
Permit Issued: October 9, 2018
PiCe 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Aqua North Carolina, Inc. is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Meuse Colony Wastewater
Treatment Plant in accordance with Permit Number NC0064564.
-Permitting of this project -does nQt rmslitute anti acceptance of anyart of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and
updated March 2008, as applicable; and the Division's Minimum Design Criteria for tine Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1 2000 and updated March 2008, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
NONE
Il. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. 115A NCAC 02T.0104; G.S 143-215.1(d3)j
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; the Division's
Minimum Design Criteria for the fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 and updated March 2009, as applicable; and other supporting materials unless
specifically mentioned herein. 115A NCAC 02T.01101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. I15A NCAC 02T .0110j
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A i+1CAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: 115A NCAC 02T .0108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all tunes to prevent discharge
to land or surface waters, and to }prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected everyday (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C
h. A Grease Control Program is in place as follows:
I. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitarysevier overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number (919) 791-11200, as soon as possible, but in no case more than 24 hours,
fallowing the occurrence or first knowledge of the occurrence of either of the following:
Pare 5 of R

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons, or
c Any SSO and/or spill, regardless of volume, that reaches surface water
voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to..
the Division of Emergency Management at telephone number (800) S58 0368 or [phone]
Persons reporting any of the. above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved- orm)wi€fiin five days following-fi
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143 215.1C(al)]
G. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)J
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of th- permit and shall subject the Permittee to
appropriate enforcement actions -
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the foilowinb:
a. One copy of titre project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
titre plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump siting, velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities
and the rotation schedule of the portable power source or pump, including travel timeframes,
sh-ill b�, provided.
Page 6 of 9

c. Changes to the project that do not result in non-compliance with this }permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. (15A NCAC 02T .0116)
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996 and updated March 2008,
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Mains adopted June 1, 2000 and updated March 2008 as applicable; and other supporting
materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
(15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall riot exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Aqua North Carolina, Inc.
PERMIT #:
WQ0040346
PROJECT:
Hwy 42 Utility Relocation
ISSUE DATE:
October 9, 2018
This project small not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
to the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMfifEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer Below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, El full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996
and updated March 2008, as applicable; the Division's Minimum Design Criteria for the fast Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
01-wlnll ul W"Itt[ t{Clntutl;, I{;11CIJlk 1,4 ni'll11 (llil" V., 1i(t lit[ Illh'+ I)CI Moll, Sitllu[1 t:r.0 ' lit %:.It-rllt[.tltt•. nti:
1rr?t, \l,llltitnIiX, ullt1', 1�1Iu it,;a. ?7t1`r:r.ln:h f'llt=ur �{�fl
E .r rrea r• Z>lll117 ni,•rr tl, I!-�I��rnlr N , ]'*!Jill

Dewberry -
June 14, 2020
Division of Water Resources
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Dewberry Engineers Inc
2610 Wycl.ff Road, Suite 410
Ra;eigh, NC 27607
NC�
h
Reference: HWY 42 SEWER FORCE MAIN RELOCATION PROJECT R6�y,_. py
Aqua North Carolina - NCDOT R-38258 �"i /
NPDES No. NCoo64564 %
Dewberry Project #50087179
919 881 9939
919 8819923 fax
www dewberry. com
Dear Sir:
Aqua North Carolina originally proposed to relocate a 12-inch force main within the NCDOT Hwy 42
ROW and as such applied for and was granted approval for installation. During the installation process, it
was determined that several other force mains existed within the corridor as well as some flows could be
redirected to reduce overall force main lengths within the network. Dewberry conducted draw -down
testing for existing pump stations to validate pump curves, evaluation of hydraulics within the network,
modeling for transient pressures and design within Minimum Design Criteria for Pump Stations and
Force Mains. The final design revised the original design to upsize several feet of the original permitted
12-inch force main (WQ0040346) to 16-inch force main and allowed for abandonment of a 6-inch force
main and twin 10-inch force mains within the Hwy 42 Corridor. Additionally, in order to further "clean-
up" some of the piping within this force main network, approximately 23o LF of 16-inch was added from
the Hwy 42 ROW to the headworks of the Neuse Colony WWTP for installation.
It should be noted that no alternations to the existing pump stations nor the Neuse Colony WWTP are
include as part of this design or project. The upsizing from 12-inch to 16-inch was to account for all flow
tributary as well as reduce the overall number of force mains within the corridor.
Enclosed for your review are one (i) original and (1) copy of the following:
• Fast Track Sewer System Extension Application
• Application Fee of $480.00
• Flow Tracking/Acceptance Form
• Flow Reduction Letter
• One USGS Topographic and Street View Map of project area
• Existing Permit (WQ0040346)
• Signed and Sealed As-Builts for the 16-inch section
Should you have any questions or comments please to not hesitate to call our office at [phone] or
email meat Imitchell it cleirheri-,-.coni.
Sincerely,
wberry Engineers n .
La�Mitchell, PE
Project Manager
Enclosures
Page I of I

State of North Carolina
Department of Environmental Quality
;.WDivision of Water Resources
} = 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 114-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, I5A
NCAC 02T, 15A NCAC 02T .0300, Division policies and mood engineering ractices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303
Projects not eligible for review via the fast track process (must be submitted for full technical review):
:- Projects that require an environmental assessment in accordance with 15A NCAC 1 C .0100; NO Dept of Environmental Quality
Projects that do not meet any part of the minimum design criteria (MDC) document;
Projects that involve a variance from the requirements of 15A NCAC 2T; J�� w Z��
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
�P- Vacuum sewer systems. Raleigh Regional Office
General - When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Aw Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
. - Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
O If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of' State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II. I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina -licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with I5A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a). —
:- Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific-FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I 1-inch color copy of a USGS Topographic Map ol'sufficient scale to identify the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
i Downstream connection points and permit number (il' known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
This alternative is only available for average daily flows less than 15,000 gallons per day
i- It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
i- 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .01 IS a 1 provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
I Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Pro ertOwners' Associations
❑ Per 15A NCAC 02T .01 I5 c , submit the properly executed Operational Agreement FORM: HOA .
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement FORM: DEV .
For more hifonitatioii, visit the Division's collectiolt systems ►vebsite
INSTRUCTIONS FOR FORM: FTA 04- 16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
2090 US Highway 70
COUNTIES SERVED
Asheville Regional Office
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Ouality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
_Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Wilmin ton Regional Office
127 Cardinal Drive Extension
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Ouality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

Mate of worm i—aronna
' Department of Environmental Quality
Division of Water Resources
Division of Watei 14-source Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: AQUA North Carolina
Project Name for which flow is being requested: Hmy 42 Utility Relocation R-3825B
More than one FTSE may be required far a single project if the owner of the FVIVTP is not responsiblefir br all pump
stations along the route of the proposed wastewater flo► .
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Neusc Colony WWTF
b. WWTP Facility Permit #: NCO064564
A11 floors are in MGD
c. WWTP facility's permitted flow 0.350 (0.25 JCo)
d. Estimated obligated flow not yet tributary to the WWTP 0.446 �. c
c. WWTP facility's actual avg. flow 0.297 r
1
f. Total flow for this specific request 0.00 0. o0
g. Total actual and obligated flows to the facility 0.74264 Q
h. Percent of permitted flow used 123.9° o p c�
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
(Name or Permit
Number) No.
(A)
Design
Average
Daily
Firm Flow"
Capacity, * (Firm 1 pl),
MGD MGD
Neuse Colony WQ0016666 0.3168
Neese W 0018011 1.368
Buffalo Creek WQ0021567
(B)
Approx.
Current
A%-g,
Daily
Flow,
MGD
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Total
Not Yet
Current
Tributary
Flaw Plus
Daily Flow,
Obligated
MGD
blow
0,1267
.04
0.0
.04
0.5472
0,275
0.0871
.362
1.303 0.5212 0.08025 0.528492 0.608742
Available
Capacity***
0.0867
0.186
-0.007212
* 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): Neuse Colony WWTF
Downstream Permit Number: NCO064564
z
a
:-i
Page i of 6
FTS E 10-18

ati. uertuication statement:
I Michael A. Melton 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.
Siknink Official
Michael A. Melton, Engineering Manager
Title of Signing Official
05/26/2020
Date
Page 2 of 6
FTSE 10-18

rLNiNvvi u j AIJLPc LlLYULvi trr%A)
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
101.4 % and 0.528 MGD of the Available Capacity (E) in Pump Station
Buffalo Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.200 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
NC DOT Hwy 42 _ is in design or under construction with
planned completion in, l year ; andlor
d. The following applies:
Clarifying Points: As mention in permit WQ0041381 `s application. The NCDOT
project will set the stage for the Hwy 42 Pump Station to be removed from the flow
to the Buffalo Creek wet well. This design will allow for the Hwy 42 Pump Station to
directly flow into the combined force main. It is anticipated that the Hwy 42 pump
station will be relocated within 2 years. (NC DOT Project completed within 1 year.)
The relocation of the HWY 42 Pump Station discharge to the combined force main
will remove 0.1066 MGD from the Buffalo Creek PS influent flow.
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.
cial
05/26/2020
Date
Page 3 of 6
FTSE 10-18

N. - r1V_
Water Resources
£nvironmenial Qtnt ity
October 4, 2017
Moses A. Thompson, Director of Operations
Aqua North Carolina, Inc.
202 MacKenan Court
Cary, NC 27511
Subject: Adjusted Daily Sewage Flow Rate Approval
Neuse Colony WWTP (NC0064564)
Johnston County
Dear Mr. Thompson:
ROY COOPER
Goo- ruur
MICHAEL S. REGAN
S. JAY ZIMMERMAN
Di,vvior
r4ow ged', 1461—
'VC Dept of''n vlronm
eataI Quality
Jut ` 82020
Raleigh Regional
leta
On August 15, 2017, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Neuse Colony WWTP service area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request and based on the
data submitted and the Division of Water and Infrastructure (DWI) guidance, the Division hereby approves
for use by the Neuse Colony WWTP an adjusted daily sewage design flow rate with the following
conditions:
• The flow reduction is applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons per day
per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any other
public or private organizations whose wastewater flows are or might become tributary to the
Neuse Colony collection system (WQCS00147).
Future sewer extension applications should be made using the flow reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statues, rules, regulations and minimum design criteria as certified by the owner and engineer.
Regardless 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).
- ... ' 'Nol ping Compares.. -
Stale of North Carolina I Environmental Quality
1617 Mail Service Center Raleigh, North Carolina 27699-1617
919-707-9000

The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A NCAC
02T, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with respect
to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Christyn Fertenbaugh, P.E., at [phone], or via
email at Christvn.Fertenbaueh ncdenr.eov.
Sincerely,
forS. lay Zimmerman
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
cc: Raleigh Regional Office, Water Quality Regional Operations
Central Files: Neuse Colony WWTP (NC0064564)
PERCS (electronic copy)

Cashion, Ted
From: Robinson, Jason
Sent: Monday, May 18, 2020 4:50 PM
To: Beamer, Ryan L
Cc: Cashion, Ted; [e-mail]; [e-mail]
Subject: RE: R-3825B: Aqua NC 16" FSS Fast Track Permit, WQ0040346
HI Ryan,
My Co-worker Ted did speak with Larry Mitchell of Dewberry. Based on the email you attached, as well as another that
we received from Mr. Mitchell, we told him that if 16" was going to be installed (instead of the 12" that was listed in the
permit), a permit modification application (along with a fee) would need to be submitted as soon as possible. The
permit modification application would need to include what was actually going to be installed (not just what was being
changed). That was back in September. We have no record of receiving a permit modification application.
So we'll need a permit modification application, with a fee, that includes what was actually installed as part of this
project.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
�Ji>GJ1 IN • �IH
**Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Beamer, Ryan L
Sent: Monday, May 18, 2020 3:26 PM
To: Robinson, Jason <[e-mail]>
Cc: Beamer, Ryan L <[e-mail]>; Cashion, Ted <[e-mail]>
Subject: RE: R-3825B: Aqua NC 16" FSS Fast Track Permit, WQ0040346

Good afternoon Jason,
I hope you are doing well?
Sorry for the delay but I am responding to your email below regarding the partial certification and as-builts for the 16"
FSS, owned by Aqua NC. If I am reading your email correctly, you are questioning why 16" FSS was installed where the
permit is only for 12" FSS, correct? In summary, it was discovered by Aqua NC after approval of the permit and the
NCDOT TIP Project R-3825B began that they had 3 varying sizes of sewer line along a portion of the project, not just a
single existing 12" FSS. In coordination with Aqua NC and Dewberry, revised plans were made for % of the total length of
sewer to be 16" FSS with the remaining % being 12" FSS. During the plan revision, Dewberry stated they reached out to
DENR and were given the go ahead to upsize using the existing permit. I have attached the email I received for
reference, bullet point #7.
Hope this helps. Please let me know if I can be of further assistance
Sincerely,
Ryan L. Beamer, P.E.
Resident Engineer
Smithfield Resident Engineer's Office
North Carolina Department of Transportation
919 209 1090 office
540 631 5064 mobile
[e-mail]
2861 US 70 Hwy. West
C.S. No.: 01-66-38
Smithfield, NC 27577
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Robinson, Jason <iason.t.robinson ncdenr. ov>
Sent: Monday, May 4, 2020 4:51 PM
To: Beamer, Ryan L <rlbeamer ncdot. ov>; Cashion, Ted <[e-mail]>
Cc: Griffis, Alexander S <asgriffis ncdot.eov>; McKay, Kyle C <KCMcKa a uaamerica.com>; Micheal Melton
(MAMelton(@a uaamerica.com) <MAMelton(@aouaamerica.com>
Subject: RE: R-38256: Aqua NC 16" FSS Fast Track Permit, WQ0040346
Ryan & Michael,
This Partial Certification has a note that it is for the relocation of 8,600 LF of 16" FM, and the record drawings seem to
show that.
However, this permit (WQ0040346) that was issued on October 9, 2018 was for "Hwy 42 Utility Relocation, and included
19,301 feet of 12" and 80 If of 8" (and didn't include any 16").

Please explain.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"*Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Beamer, Ryan L
Sent: Tuesday, March 24, 2020 12:17 PM
To: Cashion, Ted <[e-mail]>
Cc: Robinson, Jason <iason.t.robinson@ncdenr.>; Griffis, Alexander S <[e-mail]>; McKay, Kyle C
<[e-mail]>; Micheal Melton ([e-mail]) <[e-mail]>
Subject: R-3825B: Aqua NC 16" FSS Fast Track Permit, WQ0040346
Good afternoon Ted,
Please find attached the partial Engineer's Certification and As Constructed Plans for the 16" FSS relocation covered
under permit #WQ0040346. This section of sewer line is scheduled for tie-in in the next 1 to 2 weeks. Due to the
ongoing COVID-19 pandemic, I am requesting the requirement to provide hardcopies through the mail service be
postponed until the restrictions have been lifted.
Thank you.
Sincerely,
Ryan L. Beamer, P.E.
Resident Engineer
Smithfield Resident Engineer's Office
North Carolina Department of Transportation
919 209 1090 office
540 631 5064 mobile
rlbeamer o ncdot.gov
2861 US 70 Hwy. West
C.S. No.: 01-66-38
Smithfield, NC 27577

V.
Cashion, Ted
From: Mitchell, Larry <[e-mail]>
Sent: Friday, September 6, 2019 12:01 PM
To: Cashion, Ted; Melton, Michael A.
Cc: Robinson, Jason
Subject: [External] RE: Hwy 42 Utility Relocation fast track sewer extension permit
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<mailto:[e-mail]>
Ted:
Thank you for discussing the project listed in the subject and related to Permit number- WQ0040346.
As mentioned we are in the process of construction and it has been determined that a change in pipe diameter is
warranted. So now scramble time.
Dewberry will continue along with changes to the plans from 12-inch to 16-inch in certain areas near the WWTP to a
point along the line to where it will remain 12-inch as originally planned and will provide a new permit for review, $480
fee approval and then of course the certification documents upon construction completion.
Thanks again for calling me back.
Larry
Larry W. Mitchell, PE
Senior Associate
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919,424.3741
919.452.7270 mobile
919.881.9923 fax
www.dewberry.com
-----Original Message -----
From: Cashion, Ted [mailto:[e-mail]]
Sent: Wednesday, October 10, 2018 2:37 PM
To: Melton, Michael A. <[e-mail]>; Mitchell, Larry <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Hwy 42 Utility Relocation fast track sewer extension permit
This message originated from outside your organization
Michael and Larry,
See the attached Sewer Extension Fast -Track Permit for your records.
Michael, a hard copy will be mailed to you tomorrow. Please review and comply with all conditions in the permit.
ENGINEERING CERTIFICATIONS:

As noted in Section 11.7 of the Standard Conditions of the permit, an Engineering Certification and supporting
documentation shall be submitted upon completion of construction and prior to operation of this permitted project.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion and submittal of
the Engineer's Certification and supporting documentation shall be considered a violation of the permit and shall subject
the Permittee to appropriate enforcement actions.
Final Certifications must include plan and profile views of the sewer lines and force mains, pump station design
calculations, and other items noted in Part 11.7 of the permit for the entire permitted project, even if partial certifications
have been previously submitted.
Please note that due to the high volume of applications that are submitted coupled with staff's other duties, it's
currently taking around 6-8 weeks to review applications and issue permits. Please plan accordingly. Sorry for the
delay.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
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.
-----Original Message. ----
From: [e-mail] <lstfloorscanner@ncdenr_gov>
Sent: Wednesday, October 10, 2018 1:43 PM
To: Cashion, Ted <[e-mail]>
Subject: Scanned from 2nd Floor Xerox
See attached document
Attachment File Type: pdf, Multi -Page
Multifunction Printer Location: machine location not set Device Name: Xerox 5955 2nd Floor Multifunction Printer IP
Address: 10.251.193.234
Visit Dewberry's website at www.dewberry.com<https://www.dewberry.com> If you've received this email even though
it's intended for someone else, then please delete the email, don't share its contents with others, and don't read its
attachments. Thank you.

Robinson, Jason
From: Robinson, Jason
Sent: Monday, May 4, 2020 4:47 PM
To: Beamer, Ryan L, Cashion, Ted
Cc: Griffis, Alexander S; McKay, Kyle C; Micheal Melton ([e-mail])
Subject: RE: R-3825B: Aqua NC 16" FSS Fast Track Permit, WQ0040346
Attachments: Aqua NC 16 in. FSS Engineer's Certification(Partial)3-12-2020_R-3825B.PDF; Aqua NC
16 in. FSS As-builts for Engineer's Certification 3-12-2020_R-38....pdf
Thie Certifiation has a note about relocating approximately 8,600 of 16" FM, and that appears to be what the attached
as-builts are showing.
However, this permit (WQ0040346) that was issued October 9, 2018 was for 19,301 LF of 12" FM and 80 LF of 8".
Please explain.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting Undates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Beamer, Ryan L
Sent: Tuesday, March 24, 202012:17 PM
To: Cashion, Ted <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Griffis, Alexander S <[e-mail]>; McKay, Kyle C
<[e-mail]>; Micheal Melton ([e-mail]) <[e-mail]>
Subject: R-3825B: Aqua NC 16" FSS Fast Track Permit, WQ0040346
Good afternoon Ted,
Please find attached the partial Engineer's Certification and As Constructed Plans for the 16" FSS relocation covered
under permit ##WQ0040346. This section of sewer line is scheduled for tie-in in the next 1 to 2 weeks. Due to the
ongoing COVID-19 pandemic, I am requesting the requirement to provide hardcopies through the mail service be
postponed until the restrictions have been lifted.

Thank you.
Sincerely,
Ryan L. Beamer, P.E.
Resident Engineer
Smithfield Resident Engineer's Office
North Carolina Department of Transportation
919 209 1090 office
540 631 5064 mobile
rlbeam er(a)ncdot.cloy
2861 US 70 Hwy. West
C.S. No.: 01-66-38
Smithfield, NC 27577
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N C Public P.eccrds Law and may be disclosed to third part es

Robinson, Jason
From: Mitchell, Larry <[e-mail]>
Sent: Friday, August 14, 2020 2:56 PM
To: Robinson, Jason
Cc: Cashion, Ted; Beamer, Ryan L, James, Dustin; McKay, Kyle C; Melton, Michael A
Subject: [External] RE: RE: RE: Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT
project
+ fs l ornal-emaillbo or open attadhmentsiunless you verify. Send all'suspiQierria
--
Jason,
These lines are part of the Neuse Colony WWTP Service area and are part of the overall collection system. This FM
collects from couple other PS within the service area too and those are listed in the application.
Regarding the Items IX.4 and IX.6 Correct. No aerials or streambanks and no wetlands.
Larry
From: Robinson, Jason <[e-mail]>
Sent: Friday, August 14, 2020 2:23 PM
To: Mitchell, Larry <[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Beamer, Ryan L <[e-mail]>; James, Dustin
<[e-mail]>; McKay, Kyle C <[e-mail]>; Melton, Michael A
<[e-mail]>
Subject: RE:RE: RE: Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project
[CAUTION] External Email. Do NOT click links or open attachments unless expected. Please use the "Phish Alert" button to report all
suspicious emails.
Larry,
We had a couple additional questions (also, I failed to include the applicant Michael Melton on my earlier emails).
• 1 assume these lines are part of the overall Neuse Colony Collection System (WQCS00147). Please confirm.
• Also, Items IX.4 and IX.6 in the application were both checked "No" (not needing a 401/404 and no high -priority
lines). Since this is a fairly long line (-3 miles), we want to confirm that it doesn't need a 401/404, and there are
no aerials or lines parallel to streambanks that may be subject to erosion. Please confirm.
Thanks,
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200

—Subscribe to Collection System & Sewer Permitting Updates—
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Robinson, Jason
Sent: Friday, August 14, 2020 1:29 PM
To: Mitchell, Larry <[e-mail]>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Beamer, Ryan L <rlbeamer ncdot. ov>; lames, Dustin
<[e-mail]>; McKay, Kyle C <[e-mail]>
Subject: RE: [External] RE: RE: Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project
Thanks Larry,
Since this is a fairly minor change to the application, and based on your confirmation in the email below, I will make the
change to the application for expediency sake.
I'll continue to review and let you know if we have any additional questions.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carohno Public Records Low and may be disclosed to
thud parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate'staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mitchell, Larry mailto:lmitchell Dewber .com]
Sent: Friday, August 14, 2020 1:24 PM
To: Robinson, Jason <[e-mail]>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Beamer, Ryan L <rlbeamer ncdot. ov>; James, Dustin
<diames Dewberry.com>; McKay, Kyle C <[e-mail]>
Subject: [External] RE: RE: Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project

Jason,
Ah yes, I see your point.
Indeed, we have added 230 feet to the overall request for installation of 16-inch.
You are correct. 16,500+230=16,730, our oversight.
Do I need to revise anything for you?
Good catch.
Larry
From: Robinson, Jason <[e-mail]>
Sent: Friday, August 14, 20201:19 PM
To: Mitchell, Larry <[e-mail]>
Cc: Cashion, Ted <ted.cashion(@ncdenr.eov>; Beamer, Ryan L <[e-mail]>; James, Dustin
<diamesCa)Dewberry.com>; McKay, Kyle C <KCMcKay(@aguaamerica.com>
Subject: RE: RE: Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project
[CAUTION) External Email. Do NOT click links or open attachments unless expected. Please use the "Phish Alert" button to report all
suspicious emails.
Thanks Larry,
WE prefer to have these discussions over email, so we have them in writing. if we discuss this, and I don't get back
around to until next week, I'll likely forget some of the details of our discussion since we're continually reviewing
multiple applications.
I'm still a little confused. You state that you're replacing 16,500 LF of 12" that was in the original permit and replacing it
with 16,500 LF of 16" FM. And the new application lists 16,500 LF of 16" FM. But then you state that an additional 230
LF of 16" FM will be added that was not part of the original permit. So will there be a total of 16,730 LF of 16" FM
installed (16,500+230)?
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

From: Mitchell, Larry [mailto:[e-mail]]
Sent: Friday, August 14, 2020 1:06 PM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: Cashion, Ted <[e-mail]>; Beamer, Ryan L <ribeamer ncdot. ov>; lames, Dustin
<d'ames Dewber .com>; McKay, Kyle C <[e-mail]>
Subject: [External] RE: Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project
PWtW49�xtefnai email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
'repor#; spam;�nc,,goU
Hi Jason, left VM at your desk and I am available all day to discuss.
From memory, you description below looks accurate. Replacing not adding.
Just want to be clear on the wording. Yes this permit modification is to remove from the permit 16,500 of the 12-inch
FM that was originally proposed and never installed and replace with 16-inch (would not be additional) instead,
therefore several feet.
We are adding the 230 LF of 16-inch that was NOT part of the original permit as this allows cleaning up the patch work
piping that was existing on the WWTP site and was not part of the original permit since outside of NCDOT ROW.
Hope this helps, let me know if additional clarification is needed.
Larry
Larry W. Mitchell, PE
Senior Associate
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919.424.3741
919.452.7270 mobile
919.881.9923 fax
www.dewber .com
Th anks
From: Robinson, Jason <[e-mail]>
Sent: Friday, August 14, 2020 12:43 PM
To: Mitchell, Larry <Imitchell@D_ ewberrv.com>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Beamer, Ryan L <rlbeamerPncdot.eov>
Subject: RE: Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project
ICAUTIUNI External Email. Do NOT click links or open attachments unless expected. Please use the "Phish Alert" button to report all
suspicious emails.
Hi Larry,
We've just started reviewing the referenced application.
I want to make sure we understand what this mod is for
The original permit was issued for 19,301 LF of 12" FM and 80 LF of 8" gravity.
The modification lists 16,500 LF of 16", 2,801 LF of 12" and 80 LF of 8" gravity.

So it appears this mod will remove 16,500 LF of 12" FM 19 301— 2,801) and add 16,500 LF of 16" to what was described
in the originally issued Permit.
However, the narrative states that the mod is upsizing "several feet" of the originally permitted 12" FM to 16", but it
appears its proposing to upsize the majority of the 12" (16,500 LF). It also states that it's adding approximately 230 LF of
16" FM.
Please confirm the proposed modifications to the original permit that was issued.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection_ System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COV1D-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mitchell, Larry [mailto:[e-mail]]
Sent: Tuesday, August 4, 2020 4:39 PM
To: Robinson, Jason <iason.t.robinson ncdenr. ov>
Cc: Cashion, Ted <[e-mail]>; Beamer, Ryan L <[e-mail]>
Subject: RE: [External] Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project
M" External email: Do not eft0in"ki or open attachments unless you ve". Send all suspicious email as an attachment:to
Jason,
No problem, just curious.
Thanks for the quick reply.
Larry
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, August 4, 2020 4:37 PM
To: Mitchell, Larry <[e-mail]>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>
Subject: RE: [External] Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project
[CAUTION] External Email. Do NOT click links or open attachments unless expected. Please use the "Phish Alert" button to report all
suspicious emails.
HI Larry,

We haven't had a chance to review this one yet. Due the volume of apps we received coupled with our other duties, it's
currently taking us around 5 weeks before we can start review (if there are no issues, we're usually able to get it out in a
few days after we start review).
Feel free to reach out again next week to see where we're at. Sorry for the delay.
-Jason
------------
Jason T. Robinson, P.E.
R,,leigh Regional Office
Water Quality Regional Operators
NE Division of Water Resources, DEQ
919-791-4200
—Subscribe to Collection System & Sewer Permittin Updates—
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Mitchell, Larry Lailto:lmitchell@Dewberrv_com]
Sent: Tuesday, August 4, 2020 1:07 PM
To: Robinson, Jason <[e-mail]>
Subject: [External] Hwy 42 FastTrack for 16-inch FM for Aqua NC during NCDOT project
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment tP y
Hi Jason.
Just curious if you need additional information or anything questions on the permit submittal we made a few weeks ago.
Reference project above in subject line.
Thanks
Larry W. Mitchell, PE
Senior Associate
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919.424.3741
919.452.7270 mobile
919.881.9923 fax
www.dewberrv,.com
Visit Dewberry's website at NNrX%rjV.de«•bcrT\-.com If you've received this email even thougli it's intended for

someone else, then please delete the email, don't share its contents with others, and don't read its attachments.
Thank you.
Visit Dewberry's website at www.dewberry.com If you've received this email even though it's intended for
someone else, then please delete the email, don't share its contents with others, and don't read its attachments.
Thank you.
Visit Dewberry's website at www.dewberrv.com If you've received this email even though it's intended for
someone else, then please delete the email, don't share its contents with others, and don't read its attachments.
Thank you.
Visit Dewberry's website at www.dewberr .corn If you've received this email even though it's intended for
someone else, then please delete the email, don't share its contents with others, and don't read its attachments.
Thank you.
Visit Dewberry's website at www.dewberrv.com If you've received this email even though it's intended for
someone else, then please delete the email, don't share its contents with others, and don't read its attachments.
Thank you.