WQ0037885_Regional Office Historical File Pre 2018

Pat McCrory
Governor
North Carolina Department of nvlronment and Natural Resources
June 30, 2015
Mr. Charles P. O'Cain, Development Program Manager
Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 28112
Subject: Permit No. WQ0037885
The Falls at Weddington
Wastewater Collection System Extension Permit
Union County
Dear Mr, O'Cain:
Donald R. van der Vaart
Secretary
In accordance with your application received June 25, 2015, we are forwarding herewith Permit No.
WQ0037885 dated June 30, 2015, to Union County Public Works (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 II,1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
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 15013 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,
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterqualitv,org
An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

Union County Public Works
Permit No. WQ0037885
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
or S. Jay Zimmerman, P.G.
Director, Division of Water Resources
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: Robb Klauk (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

AVA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
Union County Public Works
Union County
for the construction and operation of approximately 20,801 linear feet of 8-inch gravity sewer, 3,897.13
linear feet of 6-inch force main, and a 0.14 MGD pump station operating at 243 GPM @ 130 TDH with a
permanent generator to serve 185 lots, a pool and amenity center as part of the The Falls at
Weddington project, and the discharge of 61,690 gallons per day of collected domestic wastewater into
the Union County Public Works existing sewerage system, pursuant to the application received June 25,
2015, and in conformity with 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
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective fromthe date of issuance until rescinded and shall be subject to the
ss eecified conditioCs and limitations conned therein.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037885
Permit Issued: June 30, 2015
Page 3 of 8

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~,��"nx.u.o�on_"�u n�� PERMIT ~.���v_"v ~xnnm~u.n
Union County Public Works 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 Twelve Mile
Creek Wastewater Treatment Plant in accordance with Permit Number NCO085359.
Permitting of this project does not constitute an acceptance of any part o/ 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, 2OOOouapplicable, unless specifically mentioned hereln. 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'a 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
1. No flow in excess of the quantity permitted herein, 61,690 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted tnand approved bvthe Division. (15ANC4CUZT.03O4(b)\
2. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24'Hou/ Emergency telephone number, and name of the
owner/operator nfthe sewer system/pump station and instructions tocall the number in the event
of alarm activation or other emergency. Simplex pomp stations or vacuum sewer pits serving a
single-family residence may have a placard orsticker unthe control panel in lieu of sign. [15A
NC4COIT.O3V5(h)(Z)]
111. STANDARD CONDITIONS
1. 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 Pennit<ee, a formal permit request shall be
sohnod1ed to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall beconsidered onits
merits and may ormay not beapproved, [l5ANC4CO2T.U1O4;G.S143'216.1(d])l
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2l; the Division's Gravity 6avver Minimum
Design Criteria adopted February 12, 199basapplicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting ofPump Stations and Force Mains adopted June 1, 2DOUasapplicable; and
other supporting materials unless specifically mentioned herein. [lSA NCACO2T.011Ol
3. This permit shall beeffective only with respect tothe nature and volume ofwastes described inthe
application and other supporting data. (15ANCACOIT.0110}
Page 4 of 8

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)):
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.
Page 5 of 8

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:
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 [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part 1 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 11 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
Page 6 of 8

•
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.
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 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 maybe 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 Public Works
WQ0037885
The Falls at Weddington
June 30, 2015
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
I, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (n periodically, ❑ 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 n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR -- Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
n� _._ -. rn-1 rnwn

Permit. Ntrmbr r° WQ00 7885
Central Files: APS — SWP
6/30/2©15
Pernnit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump 6tatitans, & Pressure Sewer Extensions 1:00 Individual
Primary Reviewer
barryJove
Coastal SWRule
Permitted Flow
61,69©
Facility
Permit Contact Affiliation
Facility Name
The Fails at Weddington
Location Address
Own
Minor
Facility Contact Affiliation
Region
Moores%
County
Union
Owner Name
Union County
Datesf Events
Orig Issue
6/30/2015
6riatl Act
App Received Oraft initiated
6/25/2015
Scheduled
Issuance
Subdivision
N dstewater collection
Waterbody Name
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
©nroe
Public Notice Issue
Rego
Effective
6/30/2015 6l30/2015
teceived Events
NC 26#12
Expiration
dd lion
requested
Additional information received
Streamindex. Number
Current Class
Subbasin

z
0
cc
0
z
Z
O
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
la. Union County Public Works
Full Legal Name (company, munlcipatfty, HOA, utility,
lb. Charles P, O'Cain, PE - Deveto ment Progrrr Manager
Application Number:
(to be completed by DWR)
Signing Official Name and Title (Please reviewA NCAC 2T .0106 (b) for authorized signing officials)
lc. The legal entity who will own this system is;
O Individual 0 Federal 0 Municipality
1 d. 500 North Main Street, Suite 500
Mailing Address
1t, NC
State
1 h, 704-29E -4244
Telephone
2. Project (Facility) Infprma'fir n:
2a. The Falls at Weddin2ton
Brief Project Name (permit will
3. Contact Person:
3a, Charles P. O"Cain, PE
Narne and Affiliation of Sonaeone'
3b. 704-296-4244
Phone Number
704-2
Facsimile
6-4232
his na
ounty 0 Private Partnership 0 Corporation 0' Other )specify);
le. Monroe
City
1g, 28112
Zip Code
ocain@co,union ,nc
E-mail
RECEIVED Nt DF"NR(IDW2e
2b. UrnionCou
County Where Project is Located
an Answer t uestions About this Application
3c. [e-mail],nc.us
Project is ( New 0 Modification (o
2. Owner is
Public (skip to item B(3))
E-mail
n existing permit) If Modification, Permit No.;
Private
2a. If private, applicant will be:
0 Retaining Ownership (i.e, store, church, single office,
0 Leasing units (lots, townhornes, etc. - skip to Item
O Selling units (lots, townhomes, etc. - go to item 8(2b))
3, Union County
Owner of Wastewater Treatment Fact
4a, Twelve
Name o
5a. Union County Public Works ..
TP
go to Item 2(a))
ravity
Owner of Downstream Sewer Receiving Sewer Size `0 Force Main
2b. if sold, facilities owned by a (must choose one)
Z 6. The origin of this wastewater is (check alt that apply):
Residential Subdivision
{ Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
7- Volume of wastewater t
*Do not include future
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
r From This Projec
4b. NC0085359
c, W00020172
Permit # of Downstream S
0 Retail (Stores, shopping centers)
0 institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):.
do cg 1)tted for this particular project. ,690
or previously permitted allocations
er (tnetru+cticrt? F
100% Domestic/Commercial
Industrial
(Attach Description)
% Other
(Attach Descrintion)
gallons per day
If the permitted flow is zero, indicate why:
0 Pump Station" Outran or interceptor Line where flow will be permitted in subsequent permits that connect to this li
O Row has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 1 hA NCAC 021 ,ti303 to determine if a permit is required)
FTA I0-14 APPLICATION
Page. 4 of 6

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ."1 "14 for'
the value in Item B(7) AND/OR the design flow for tine or pump station sizing if a reduced or zero Clow is being requested in
Item B(7). Values other Man 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 0114 (f).
185 Residential Lots x 285 GPD = 52,725 GPD
Amenity Center, 5,000 SF, 13,448 SF Pool
13,448 SF 415 SF/Person) = 896,5 PEOPLE - 10 GALIPet
52,725+8,965=61,690 gpd
16, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary
Size (inches)
8" DIP
8" SDR26
8°' SDR35
6" Force Main (see below)
Length (feet)
2,©34,12
11,311,25
7,455,32
3,897,13
sn/Day x 896,5 People = 8,965 GPD
New Gravity or Additional
Force Main
New Gravity
New Gravity
New Gravity
New Force Main
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
j Pump Station Location ID; PS-1 (self chosen - as shown on plans/map for reference)
z
0
Longitude: 80 43' 28" W Latitude: 35 02' 11" N
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
0,14 243@ 130 1 6" 3, 897.13
Pump Station Locatton 1D:
Longitude:
Latitude:
(self 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 wlMTS
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
LJ Yes LJ No If Yes, permit number of 2" ci tre
(RO — if "yes" to (3„12 please contact the Centrat
ent facility
ce PERCS Unit)
13, Does the sewer system comply with the Minirr±qpi l esrgn ,riterie for the Permitting of Pump Stations and f orcenMains
(latest version), the Gravity_Sewer Minimum Desig_n Criteria (latest version) and 15A NCAC Chapter 2T; as applicable?
If No, complete and submit the Vrlane/Alt rr
documents for review. Approval of the reques
supporting documents.
Yes 0 No
Desi n Re uest VADC 14-°14 application and supporting
uired prior to submittal of the Fast Track Application and
I "T A 10-14 aAPPLICA`FION Page 5 of 6

4
4. 'Have the fo owing permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certifiication? D Yes © No N/A
Sedimentation and Erosion Control Plan? Yes © No © NIA
Trout Buffer Waiver? D Yes [Q No N/A
Storwater?Yes Q No ® N/A
15, Does this project include any high priority lines (15A NCAC 72'T" ,0402 ) involve aerial lines, siphons, or interference
manholes)? These lines win te c :nardered high priority and mpst be chucked once every six months
Check if Yes: El and provide details:
1a.
Owner/Permittee"s Certification: (Signature of Signing Official and Project Name)
1, Charles P. Q'Cain, attest that this application for The Falls at Weddington 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 1 1-9? A and 14,3-215,6B, 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 violation,
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Cal) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC P2T 1)305
z
0
2. Professional Engineer's Certification: (Signature of Design Enn+ et" and Project Name)
f, Matt McLaren ,attest that this application for The Falls at Weddington 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. l 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
1 have reviewed this material and have judged it to be consistent with the proposed design_ Note: In accordance with NC
General Statutes 143..2t5,6A and 1m13,a.215, 0 , 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 S10,000 as
well as civil penalties up to $25, 000 per violation,
2a. Matt McLaren
Professional Engineer Name
2b. Landesigr➢....A
Engineering Firm
2c. 223 North Graham Street
Mailing Address
2d, Charlotte
City
2e. NC 2f. 28202
State Zip
2g, 704-333-0325 2h. 704-332-3246 2i. [e-mail]
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
4 APPLICATION
Page 6 of 6

2-1
r � i } t 1} 17 ,
J,1,rj,,ji i 1'
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Union County
Project Name for which flow is being requested: The Falls at Weddington
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 1.7380
e. WWTP facility's actual avg. flow 3.66
£ Total flow for this specific request 0.0617
g. Total actual and obligated flows to the facility 5.4597
h. Percent of permitted flow used 91.00
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm I pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
NIA
* The Firm Capacity 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.
*** 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.
Page 1 of 6
FTSE 08-13

111. Certification Statement:
1 Charles P. O'Cain 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 1 and II
plus all attached planning assessment addendums for which. I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Oficial Signature
Date
Page 2 of 6
FISE. 08-13

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily FIow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
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.
Signing Official Signature Date
Page 3 of 6
FTSE 08-13

State of North C-aroiina
Department of Environment and Natural Resources
DivisioWater Resources
Division of Water Resources
'Watershed C assiticatic rt attachment tWSCA:S 01-15j
Along with this form, submit a color copy of a USG5 Topographic Map to identify the project area and waterb©dies.
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 lust of the Division's regional offices, their county coverage, and contact information can be obtained from:
http://portaiincdenr.orgiweb./w^ home/ro
cation ID Name of Waterbody1
Unnamed Trib to West Fork
Twelves-ilkTwelves-ilk cijtek ....._
River Waterbody
Basin Index No.
Catawba 11-138-1
nt am di indicate 'unnamed tributary to X', where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I 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

oilban design planr-H ng bvil engirt
June 3, 2015
g bran,irg ,a
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Resources
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
To whom it may concern,
The application enclosed is for The Falls at Weddington, a proposed 185 Not single-family
subdivision and amenity center with pool located in Weddington, Union County, North
Carolina, It is located 1 mile southeast of the intersection of Antioch Church Road (SR 1338)
and Forest Lawn Drive (SR 1358).
The project consists of a total of 20,800 LF of 8" gravity sewer, a pump station and 3,8g7 LF of
forcemain.
A demand of 61,690 gallons per day has been calculated for the proposed Falls at
Weddington site.
Warmest regards,
Robb J. Klauk
Senior Associate
LandDesign
V: 704
F; 704,332 3246
Washington DC:
www.LandDesign.corn
Daflas TX

I
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT IP WQ0037885
PROJECT: The Falls at Weddington
ISSUE DATE: June 30, 2015
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 Permlttee 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.
PERt't1sE'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 Permlttee is prepared to operate & maintain
astewater co.�jectlon system permitted herein or portions the
Ste% a • /it n, , PE
Printed Name, Title ,/nye- Tature ate
EISINEER'S CEITIFICATION
1, Dale C. Stewart , as a dui registered Professional En lneer in the State of North Carolina,
having been authorized to observe (E} eriodically, 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 supportin
North Carolina Professiona! Engineer's Seal w/signature & date:
Final Ei Partial (Include description)
Lots 107 116 & 125-137
Manhole #'s 0S2-0S35, OS8°MH21, MH22°MH25, MHS.MH9
MH21-MH22
CertiffcatIon Comments/Qualiflers (attach If necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention:
Regarding: Engineer's Certification for The Falls at Weddington
We are sending you:
Copy of lette
Other
TRANSMITTAL
OPE (";j1",17fCE
Date: 10/14/16
X. Plans Prints fl Shop Drawings
Date No, Description
Record Drawings
Engineer's Certification for Sewer (Permit # WQ0037885)
These are transmitted as checked below:
E For approval For your use D As requested [T For review and comments
Remarks:
Signed:,
Received by:
Date:

FAST TRACK SEWER ENG1NEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT it WQ0037885
PROJECT: The Falls at Weddington
ISSUE DATE: June 30, 2015
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 protect 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.
G' gSta I 'trite-0/
b/14417:16it
Printed Name, Title
ENGINEER'S CERTIFICATION
Dale C. Stewart
, as a duly registered Professfiona! En inset In the State of North Carolina,
having been authorized to observe (I periodically, [ weekly, LJ 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 supportl g
North Carolina Professional Engineer's Seal w%signature & date:
© Final Partial (Include description)
Lots 138--1.85, Lift Station & Forcemain
Manhole # `s OS1-0S2, 0541--0S48, M}I10-MH2O
Certification Comments/Qualifiers (a
c
ecessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention:
Regarding: Engineer's Certification for The Falls at Weddington
We are sending you: Copy of letter Plans
( Other
Copies Date No.
7/26/16 1
Description
Record Drawings
TRANS,
rQROS
Date: 9/1/16
Prints ( ) Shop Drawings
8/30/16 1 Engineer's Certification for Sewer (Per
These are transmitted as checked below:.
# WQ0037885)
For approval For your use As requested 0 For review and comments
Remarks:
Signed:
Received by: Date:

FAST TRACK SEWER l N)NEERjN CERTIFICATION
PERMITTEE: Union County Public' Works
PERMIT if: WQ0037885
PROJECT: The Falls at Weddington
ISSUE DATE: June 30, 2015
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
e wastewater collection system permitted heportions thereof.
it1 -d-RCA; coi?C
Printed Name,
NCa1N
tTIflCATION
Dale C. Stewart
, as a duly registered Professional En sneer In the State of North Carolina,
having been authorized to observe (p3periodically, ] 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
North Carolina Professional Engineer's Seal w/signature & date:
FirraI el Partial (Include description)
Manhole #'s OS39, EX 02
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quail ty Regional Operations Section 610 East Center Avenue, Suite
NC 28115

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention:
Regarding: Engineer's Certification for The Falls at Weddington
We are sending you:
Copies Date
T-
1 12/5/16
P
TRANSMITTAL
Date: 12/14/16
Copy of letter 1 Plans 1 Prints 0 Shop Drawings
Other
No.
1
12/5/16
Description
Record Drawings
Engineer's Certification for Sewer (Permit # WQ0037885
These are transmitted as checked below:
n For approval For your use
Remarks:
Signed:
Received by:
As requested ri For review and comments
Date:

Pr
FAST TRACK SEWER ENGINEERING CERTIFLCATION
PERMiTTEE; Union County Public Works
PERMIT ll; WQ0037885
PROJECT; The Fails at Weddington
ISSUE DATE: June 30, 2015
This project shalt not be considered complete nor allowed to operate In accordance with Condition 7 of
this permit until the Division has received this Certification and ail 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 gill) be a complete set of record drawings nd
design calculations regardless of whether partials have been submitted.
PERmi!T(E' Ceenr1CATIOAl
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 permittein or port iop thereof.
S 4 rPeuti GO. /5
LoTX.A.iiiIt'
d Name, Tit e fib'
C. Stewart , as a dui registered Professional E lrreer in the State of North Carolina,
authorized to observer periodically, 0 weekly, LJ Brit time) the construction of the
and location as referee 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; iSA 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 -Tack Per N'' tic g of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other pportI
North Carolina Professional Engineer's Seal w/signature & date:
Final
c
P
Lots 83-106 & 117-124
Manhole *'e MR22-MH24, ME27-M37, 0S11-MH27
Certification Comments/Qualifiers (a
C
luailty l%gtonal Operat 610 East Center Avenue, Suite 301, Mooresville, NC 2811S

pro
FAST TRACK SEW
E
GINEERING CERTIFICATION
PERMITTEE, Union County Public Works
PERMIT #: WQ0037885
PROJECT: The Falls at Weddinglon
ISSUE DATE: June 30, 2015
This project she 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.
PE MLTrEE'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 ereln or portions thereof.
- ��aanicw mow.
Printed Nanh, Title algnature
ENGINEER'S CERTIFICATION
1,
Dale c . Stewart as a dui registered Professional En sneer in the State of North Carolina,
having been authorized to observe ( periodically, ® 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,
199E 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
Lots 7O -82
Manhole
Partial (include description)
0S20-MH36, 0S23-MH65, MH36-Mi140
Certlficticart Comments/Qualiflers (attach If necessary):

FAST TRACKSE ?J' tER ENGINEER Nt RTIF CATION
PERMiTTEE: Union County Public Works
PERMIT IF: WQ0037885
PROJECT: The Fails at Weddington
ISSUE DATE: June 30, 2015
This project shah 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 Regionai 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.
PER MI r E'S CERTtWifAw'Et r'
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 collation system permitted h $ orportion
Printed
ENaIMEER1S IERTIFtATtr N
Dale C, 5t„ewer
as a duly registered Professional En sneer In the State of North Carolina,
having been authorised to observe On periodically, [1 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 mkterials.
North Carolina Professions! Engineer's Seal w/signature & date:
® Final 0 Partial (Include description)
Certificaticsn ontnaents/Qualiffers (attach If necessary):