WQ0038307_Regional Office Historical File Pre 2018

R s
PAT MCCRORY
DONALD R. VAN DER VAART
S JAY ZIMMERMAN
February 19, 2016
Mr. W. Scott Huneycutt, P.E., Engineering Division Director
Union County
500 N. Main Street, Suite 600
Monroe, NC 28112
Subject: Permit No. WQ0038307
Union County
Monroe Bypass Section 2a
Wastewater Collection System Extension Permit
Union County
Dear Mr, Huneycutt:
In accordance with your application received February 10, 2016, we are forwarding herewith Permit No,
WQ0038307 dated February 19, 2016, to Union County (Permittee) for the construction and operation
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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 request
approved.
Condition 11.4
u:
be made and
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual 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 rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §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,
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following 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, NC
27699-6714. Unless such demands are made, this permit shall be final and binding„
State of North Carolina f ty j Water Resources i Water Quality Regional Operations
Mooresville Regional O£&'cel 610 East Center Avenue, Suite 3011 Mooresville, Nett Carolina 28115
704 663 1699

If you need addition
information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQQ
cc: Bryan Badey, P.E. (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

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
Union County
Union County
for the construction and operation of approximately 538 linear feet of 8-inch gravity sewer (line
relocation) as part of the Monroe Bypass Section 2a project, and no additional discharge of collected
domestic wastewater into the Union County existing sewerage system, pursuant to the application
received February 10, 2016, and in conformity with 15A NCAC 27; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, 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 the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Ba inger, Regional 5 pervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: 'WQ0038307
Permit Issued: February 19, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County 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 Union County Crooked Creek
Wastewater Treatment Plant #2 in accordance with Permit Number NC0069841,
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, 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.
SPECIAL CONDITIONS
No additional flow shall be made tributary to the subject sewer system until an application for permit
modification for an increase in flow has been submitted to and approved by the Division, [15A NCAC
02T.0304(b)1
II. STANDARD CONDITIONS
This permit is not 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. [15A NCAC 02T.0104; G.5 143-215,1(d3))
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, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.011.0)
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .01101
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 NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)1:
Page 4of8

a. The sewer system shall be effectively maintained and operated at all times 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 every day (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:
1. 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 sanitary sewer overflows.
i. 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 Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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,€ 00 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 [phone] 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 form) within five days following first.
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(a1))
6. 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)]
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 the 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 following;
a. One copy of the 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
the 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 sizing,
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, include travel
timeframes, shall be provided.
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.
Page 6 of 8

Pr
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 a!I 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, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
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 not 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:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County
WQ00383D7
Monroe Bypass Section 2a
February 19, 2016
This project shall 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
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.
PERMITTEE'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
, as a duly registered Professional En Ineer in the State of North Carolina,
having been authorized to observe (0 periodically, El weekly, 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, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final LI Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Caroling I Environmental Quality I Mates Resources I Water Quality Regional Operations
Mooresville Regional Officel 610 East. Center Avenue, Saute 301 1 Mooresville, North Carolina 2811 5
704 663 16:99

0
LL
z
z
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
©wnerfPermittee.
la, Union County . _..ee� _ ..... _�....._.
Full Legal Name (company, municipality, HOA, utility, etc
lb, W, Scott Huneycutt PE Engineering Division Director
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
lc. The legal entity who will own this system is,
D Individual El Federal Municipality I] State/County LJ Private Partnership ElCorporation 0 Other
Application Number:
(to be completed by DWR)
ld. 500 North Main Street, Suite 600
Mailing Address
NC
State
State
1 h. 704-296-4211 1 i. r fit-296-4232
Telephone Facsimile
2 Project (Facility) Information:
2a, Monroe ypass Section 2a
Brief Project Name (permit will refer to this name)
3. Contact Person:
•
3a.. Br roman Badey RK&K
Name and Affiliation of Someone Who Can Answ
er Questions About this Application
3b, 919-653-7342 3cbbadey cyrkkcorn
Phone Number E-mail
Project is LI New Modtic
Owner is Public (skip to
existing permit
© Private (go to Item 2(a))
2a. if private, applicant will be
[j Retaining Ownership (i.e, store, church, single office, etc ) or
0 Leasing units (lots, townhomes, etc, - skip to Item B(3))
Selling units (tots, townhomes, etc. - go to Item B(2b))
Union Count
Owner of Wastewater Treatment Facility
4a. Crooked
Name of
eek VVVVTP #2
WWTF
n County_
le. Monroe
City
1g, 28112
Zip Code
1j. scotthuneycutt a@iunioncountync
E-mail
2b. Union
County Where Project is Located
2b. if sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (instruction E)
F) Treating Wastewa
5b 8" SS
Owner of Downstream. Sewer Receiving Sewer Siz
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiu
0 Mobile Home Park
0 School
El Restaurant
Q Office
er From This Project
4b. NC0069841
WWTF Permit No,
_�..
Gravity I5c WQ0020132
Force Main I Permit # of Downstream Sewer (Instil
© Retail (Stores, shopping centers)
O Institution
0 Hospital
O Church
• Nursing Home
El Other (specify):
nF
© Domestic/Commercial
% Industrial
(Attach C escription(
% Other
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project 0 - gallons per day
*Do not include future flows or previously permitted allocations
if the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
EFlow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected
(see 1 A, NCIC..02'f .0303 to determine if a permit is required)
FTA 08-13 APPI.m.ICATION Page =1of"6

z
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 fort
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7),. Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T :01 14 (f),
No additional flow be added to existing permit(s), relocations being done due to Monroe Bypass Project,
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
538
New Gravity or Additional
Force Main
Relocated Gravity Sewer
Summary of Pump Stations f associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
Q Pump Station Location ID: 1e N/A
Longitude:
z
0
Latitude:.
(self chosen - as
n on plan
ap for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Pump Station Location ID:
Longitude:
Latitude:
Force Main Length
chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator wIMTS g
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment fa
©! Yes No If Yes, permit number of 2' treatment facility
(RO — if "'yes" to 8,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Per tino of Pump Stations ;and, Forcawls
(latest version), the Gravity :ewer MmirmrtrnwDesign Criteria (latest version) and 15A NCAC Chapter 2 r as applicable?
Yes © No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION Page 5 of"6

co
14, Have the following permits/certifications been submitted for approval for the system or project to be served'?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® NIA
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No Z NIA
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? ❑ Yes •i No N/A
Does this project include any high priority Runes (15A NCAC 02T . 0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered hi h riorit and must be checked once ewe six months
Check if Yes: ❑ and provide details:
Owner/Permittee`s Certification:: (Signature of Signing Official and Project Name)
1, W. Scott Huneycutt attest that this application for Monroe Section 2A Sanitary
Sewer Relocation - Union County 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. Note: In accordance with North Carolina General Statutes 143-215.6,1 and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
mrsde *nor° >; hrch ay include aid not to exceed $10,000 as well as civil penalties up to $25,000 per vole
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Bryan Badey ,attest that this application for Monroe Section 2A Sanitary Sewer Relocation - Union County
has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
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 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that t have reviewed this material and have judged it to
be consistent with the proposed design, Note: in accordance with NC General Statutes 143-215.6A and 143-215.,66, any
person who knowingly makes any false statement, representation, or certification in any application 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
2a, Bryan Badey
Professional Engineer Name
2b. Rummel, Klepper & Kahl, LLP
Engineering Firm
2c, 900 Ridgefield Drive
Mailing Address
2d, Raleigh
City
2e. NC
State
2f. 27609
Zip
2g, 919-653-7342 2h. 919-790-8382 2i. bbadeyrkk.com
Telephone
Facsimile E-mail
NC PE. Sealy Signature & Date
FTA 08-13 APPLICATION
of 6

Source: USES 73 mutes QuadrangVe, Mlattheuvs, NC

Department of Envi
State of North Carolina
ent and Natural Resources
Division of Water Resources
Division of Water Resources Watershed Classification .Allachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies. The map should have location ID's for each different waterbody and
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
http://portal.ncdenr.orglwebiwqttiomeiro
Name of Waterbody' River
Basin
Unnamed Tributary to North Fork Yadkin
rooked Cree_k F._e7Dep.
Waterbody
Index No.
Waterbody
Classification
1f unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary jai

l certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief
PE Seal, Signature and Date

Pa6e66h, NC 27609 ;' 91
February 8, 2016
Mr, Barry Love
NC')NR.
Water Quality Section
610 East Center Ave., Suite. 301
Mooresvi lle, NC 281 l 5
Subject: NCDOT Project l .-3329/R-2559
Monroe Connect p ass Section 2a
Union County
Sanitary Sewer Relocation
)ear Mr, Love,
Please t ncl enclosed, the co npleted Fast Tra ;.k Applictation ancf strpporting doctttraent<ation, sta.bnaitted as
discussed, for the above mentioned project. One on final and one copy of the lollow°in are included
for your review and approval.
• Fast Track Application
• Permit Application Fee of $480.00 (check n umber #126848)
• USGS & Street Level Maps
• Watershed ClassificatioAttachment
Project Narrrative
l'he e
sewer
the relocation of` existing portions of 8" gravity sanitary
ed by Union County. 'These relocations are due to impacts to the existing sewer system
by the project construction associated with the Monroe Connector/Bypass Section '2tt. beginning at
Stinson ilartis Road and continuing until just before Saratoga Boulevard in Union County and will not
any additional flow. These plans. have been reviewed and approved by Union County as well as
the Utility Section of The North Carolina Depariment of Transportation. The permit number of the
existing S' sanitary sewer lines have been included in the application
lcasecl documents are
Please do not hesitate to call 919653-7342 ify`t
f,raclosun
cc: H`l`W"
4 rant' questions or need additional information.
ely
Prcjc ct l ngincer
'p 'f �r•aarns�zautdrvi,< �aa:
Engineers Construction Managers 1 Planners f Screntts

Central Files: APS _ SWP
2/19/2016
Permit Number WQ0038307 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
0
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name MajorlMinor Region
Monroe Bypass Section 2a Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
2/19/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/10/2016 2/19/2016 2/19/2016
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasln

FAST TRACK SEWER ENC'tINEERtNG CERTIFICATION
PERMIT°IClia Union County
PERMIT If: WQ0038307
PROJECT: Monroe Bypass Section 2a
ISSUE DATE: February 19, 2016
This project shall not be considered complete nor allowed to operate in accordance with Cond tion 7 of
this permit until the Division has received this Certification and all required supporting docurnentatiort. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
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.
PERMITTEE'S CERTIFICATION
1, 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.
K
Printed Name,
ENGINEER'S CERTIFICATION
1 ate
Christopher a, Sweat, P,E __„, as a duly registered Professional Enineer in the State of North Carolina,
having been authorized to observe (rxl periodically, f weekly, 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, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
ig Final © Partial (include description)
Certification Comments/Qualifiers (attacfa if necessary):
State of North Ceeelina Rca rntmruntal Quality I Water Resources Water Quality Regional ra
Moniesvllle Regional Office( 6ltr East Center Avenue, Suite 301 y Mooresville, North Carolina 28115
704 663 165n

FAST TRACK SEWER ENGINEE
NG CERTIFICATION
PERMtTTT.E: 1.JNION COUNTY PUBLIC WORKS
PERMIT !r`: W Q00403 1
PROJECT: The Towns at Audrey Park
ISSUE DATL',: OC"1TOB.ER 2, 2018
project shall not be consk cred complete nor a.
hion 7 of this permit until the Division has received
documentation, It should be sta'bnaiitted in a manner that
required documentation to the Regional Supervisor, Water
address noted in the page Tooter,
ed to operat
"es of acati
acnts th
ity lief
Any wastewater flow made tributary to the wvralste eater collection
of this Certification shall be considered a violation of the per'niit and shaF
l i p aenforcement actions. a?r ntrttce is responsible for tracking a
arttlla finalceitification isreceiveclbythe Division. A Final Certification shall be a cone
record drawings and design n calculations regardless of whether paatials have been submitted.
n attd all t°c,.elrt
Division's stet:
with stun and
d support
Send the
1, the tmdersiilzted agent for the Perrrrittec, ltercby state
the applicable standards & requirements, the Professional
design/construction information to the Pcrmittee., and the Pet -mitt
'-water co11i titatr s st ttt..taet aasitttrd her' rot
GINGER,° S
Signature
Z,.
1 .�.Ma thaw R. Reiking , as a ly registered
having; been authorized to observe periodically,
project name and location as referenced above for the a.
abilities, due care and diligence was used in the observe
was observed to be built. within substantial compliance
Water Resources' (Division) Gravity Sewer .Minimum
applicable; the Division's Minimum Design n Criteria te„rica for the '....
Force Mai n atdop:ttcd June 1, 2000, Gas applicable; cuarl other supporting meter
North Ca-, siitta Profess -tonal En.,
RI Final.
Is/Qua
cI u
de';er
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LICENSE NO
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oast
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5A NC, Al; O
adopted Feb
cted pursuant to
ovided applicable
'ate & maintain the
construetrc;
to the 'b e
Divis
'y 12 19996, tie
to Stations and
NC DWR —'Water CCU aB
Mooresville Zatu€x r7 I d'ffi M
ar' vine, NC .28115
FA?,. i704l.6z;3-60 0

Source: USGS 75 Minutes
drangBe, Matthews, NC
Permit #
W00020132
Tie to Existint RAH
Tie to
Existing SS
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT &
ENVIRONMENTAL ANALYSIS KNIT
NCDOT PROJECT R-33291 R-2559
MONROE CONNECTOR! BYPASS
'I.ON 2A SANITARY SEWER RELOCATION
SITE # 1