WQ0039702_Regional Office Historical File Pre 2018

Crystal Panico, New Development Pro
Union County Public Works
500 N.. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Pan ico:
a
February 6, 2018
anager
Subject: Permit No. WQ0039702
Union County Public Works
Heritage Phase 1
Wastewater Collection Syste
Union County
ROY COOPER
Got*. m©r
MIC1HAEL S, REGAN
e(an?
1INDA CULPEPPER
interrm °hector
Extension Permit
In accordance with your application received December 18, 2017 and additional information received
February 5, 2018, we are forwarding herewith Permit No. WQ0039702 dated February 6, 2018 to the
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rescinded and shall be subject to the conditions and limitations as specified therein.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:
Condit on 1.2: In Accordance with the Revised Residential Floe Reduction ,Approval, dated January 26,
2018, for permitting purposes, allocations rnaxhe permitted utilising a flow of 285 GPD
per lot. The number of total bedrooms shall be stated in the permit; .504 bedrpom.s (168 lots
* 3 bedrooms), based on the indicated average of 3-bedrooms per lot a.nd a modification
to, the permit shall be completed prior to construction for, additional bedrooms above the
specified total. The number of bedrooms installed shall be tracked by Union County Public
Works. The current total of bedrooms installed shall be sdbni.itted with each engineering
certification(partia1 or final) and with any permit modification application packages.
Condition This permit shall not be automatically transferable; a request must be made and approved.
Condition 1I.4: Requires that the wastewater co➢lection facilities be properly operated and maintained in
accordance with 15A NCAC 21" .0403 or any individual system -wide col➢ection 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 §143-215.6.A through §I43-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
State. of N'arth Carolina I F`ahvartt zt emt
Mooresville Regional Office 1 610 Cast Center Avon sc, suite „4)1 1 Mooresville, North Carolina 28115
704 663

If any parts, requirements,. or limitations contained in this pen -nit 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 150B 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,
lf you need additional information concerning this 'natter, please contact Ori Tuvia at [phone] or
via e-mail at ori,tuvia`iimedenr.gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Joel Smith (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (F-copy)
Page 2 of 8

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
Union County Public Works
Union County
for the construction and operation of approximately 7,657 linear feet of 8-inch gravity sewer; 1,474
linear feet of 15-inch gravity sewer, to serve Heritage Phase 1 Development, and the discharge
of 50,380 gallons per day of collected wastewater into the Union County Public Works existing
sewerage system, pursuant to the application received December 18, 2017 and additional
information received February 5, 2018, 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 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 Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039702
Permit Issued: February 6, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
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 Twelve Mile Creek Regional
Wastewater Treatment Facility in accordance with Permit Number NC0085359.
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,
I. SPECIAL CONDITIONS
1) No now in excess of the quantity permitted herein, 50,380 GPD, 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 (h)]
2) in Accordance with the Revised Residential Flow Reduction Approval, dated January 26,
2018, for permitting puposes allocations ma be crmittedutil,zini a flow of 285 GPDTgr
lot. The number of total bedrooms shall be stated in the permit, 504 bedrooms (168 lots * 3
bedrooms), based on the indicated average of 3-bedrooms per lot, and a modification to the
permit shall be completed prior to construction for additional bedrooms above the specified,
total. The number of bedrooms installed shall be tracked by Union County Public Works. The
current total_of bedrooms installed shall he submitted with each engineering certification
(partial or final) and with an odification application_ acka
IL 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 Permittee, a foonal 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. [15,A NCAC 02T,0104; 6.S-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, [1. 5A NCAC
02T.01 10]
Page 4 of 8

3. 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 .0110]
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: [I5A 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
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 § 143-215.1 C.
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 Pemiittee shall report by telephone to a water resources staff m.ember at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either ofthc -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 ,a„lso 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 1 .of Fora] 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 he completed. to show that the SSO was beyond control, [G.S. 143-
21.5.1C(a1):1
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 foam" 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 'Bylavirs 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 he
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 an.alysis. 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 purnp, include travel
tim.eframes, shall be provided„
Page 6 of 8

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 .01.16j
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: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039702
PROJECT: HERITAGE PHASE 1
ISSUE DATE: FEBRUARY 6, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submittedin a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
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 by the Division. 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,
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (P periodically, IJ weekly, Li full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best (Amy
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:
Fina 1 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
Mooresville Regional Office Phone: (704} 663-1699 FAX: [phone]

urces
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION. APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Numbe
a
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Union County
2, Applicant type: 0 Individual.
II Federal
3, Signature authority's name: Cryst
(company, municipality, ITOA, utility, etc.)
Corporation L] General Partnership Privately -Owned Public Utility
State/County Cl Municipal LJ Other
sl O. PanicoP.E.. per l A NCAC 02Tr.0106(h)
Title: New Development_Program Manager
4. Applicant's mailing address: 500 N. Main Street, Suite 400
City: Monroe State: NC Zip: 28I 12-
5w Applicant's contact information:
Phone number: [phone] Email Address: cry taIpara rr itrncorantyne.gov
PROJECT INFORMATION:
1. Project name: He . ge, Phase_1
2. Application/Project status:
Proposed (New Permit) LI Existing Pcrmit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO
3,,, County where project is located: Union
4. Approximate Coordinates (Decimal. Degrees): Latitude: 35.024281." Longitude:-80.665834'
5, Parcel ID (if applicable): 07-120-00580
(or Parcel ID to closest. downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Joel D Smith License Number: Q2$822,
Firm: Coleienest & Stone PA
Mailing address: l l9,East Hargett St, Suite 300
City: Raleigh State: NC Zip: 27601-
Phone number. (9)645-.5982 Email Address: ismith coleleneststone.com
IV. WASTEWATER TREATMENT FACILITY (W'WTF) INFORMATION:
1. Facility Name: 12-Mile Creek Treatment Facility Permit Number: NC0085359
Owner Name: Union County Public Works
V, RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0019.128 & WQ001951, l Downstream (Receiving) Sewer Siz
SvTstem Wide Collection System Permit Nurnber(_s)_,(f _applicable j: WQC:S
Owner Name(s): Union County Public Works
24 inch
FORM: FTA 04-16 Page 1 of 5

v
L REQUIREMENTS
licant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
. e pplicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No ❑NIA
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls)
❑ Residential Leased ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ MedicaI / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
® Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(0? ❑ Yes ® No
> If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow e,n
No. of Units
$ Flow
Residential - Single Family
285 gal/day/home
168 homes
47,880 GPD
Swimming Pool/Clubhouse
10 gal/day/person
250 person
2,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
50,380 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 50,380 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ FIow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VI1. GRAVITY SEWER 'DESIGN CRITERIA (If Applicable) - 02T .0305 & VMDC ij ravity Sewer
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (fe
Material
4,686
SDR-35
244
2.727
DIP
SDR-26
1,041./43 3
SDR-35/26
Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section I11 contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
, Approximate Coordinates (Decimal Degrees): L-atitude: 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
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15.A .03.05.01)
feet total dynamic head (TDH)
0 Standby power source or pump withautomatic activation and telemetry - I SA NCAC 02T .0305(h)(I)(B):
>- Required for all pump stations with an average daily flow greater than or equal to t5,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 1.5,000 gallons per day:
© Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)( I )(C)
or
© Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T.0305(h)(I)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel tirneframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

• SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305ff1 contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical) _
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope 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(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g),. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No El N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ®No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ®No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and Location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X ` • • CERTIFICATIONS:
Does the submitted system comply with 1 ICAC 02F, the Minimum Design Criteria for he Permitting of Pump Stations
and } orce,Mains [latest version), and the ravit' Sewer Minimum Design Criteria iteria(iatest version) as applicable?
Yes ©No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10.14) and supporting documents for
review. Approval of the request i required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification;
J©Q
(Professional. Enginname from Application Item III.
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my 'knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal, package, inclusion of these materials under my signature and 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class '2 misdemeanor, which may
include a fine not to exceed $10,000„ as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per I SA. NCAC 02°I' .0106(b):
i, G IZY, A L _►. PA_Azu 5 ;. +r'r
(Signature Authority's name
om Appli
n Item
tha
V/7
his application for
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. 1 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 in,fonnation and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes I.41 215,6A 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.
FORM: FTA 04-I6
Page 5 of 5

& S o
Shaping '1.t"317 130v3107131070t
Rea :eg ree r, t tr, f.";
200 South 0ton S0tet, Su4e "1400 Chado7te,. NC 28202
p 704 376 1555 f 4,704 376 7851 0H 4, wv3v,3coit:ents..0o77t3,,„3307
Date: December 5, 2017
To: Mr Corey Basinger, Regional Supervisor
NCDEQ Water Resources
From: Jo& D Smith, P E.
Otafiotte
To4i3,
MEMORANDUM
Reference: 4276,01 — Heritage — Fast -Track Sewer Permitting
The attached plans are to extend the public sewer system for the Heritage
project in Wesley Chapel, NC. The project consists of 168 single family
homes and a swimming pooWclubhouse.
The wastewater system as shown on the attached construction
documents is a gravity sewer system with 8" and 15" main lines and 4"
sewer service laterals to each residential dwelling, The project also
includes the relocation of an existing force main owned and operated by
Union County Public Works,
Also enclosed is the Union County Allocation Approval Fetter and maps of
the project area.
Please let me know if I can assist with your revie
Sincerely,
Joel D Smith, P.E.
Senior Civil Engineer
ColeJenest & Stone
cc: Sean Gleason, PE — CJS
David Goracke - Kolter
PASDSKPROM276 500 Permits‘20 Appacations\WINCI S5‘4276__Her449c — Sewer Cover.dorx

Union County Public
500 North Main Street
Suite 400
Monroe, NC 28112
oks
T. 704-296-4210
wwwvunioncountync.gov
Transmitta
To:
Attention:
NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Of ce
610 East Center Avenue
Mooresville, N,.C, 28115
Regarding: Sanitary Sewer to serve Heritage, Phase 1
We are sending you:
Copies Date
12/5/17
1 J 12I11/17
1 12711/17
1?°
12/5/17
No.
These are transmitted and checked below:
1.1 For approval
Remarks:
Received by:
Copy of letter
Plans
over Letter
ast Track Application
Date:
Prints
December 14, 2017
[':J Shop Drawings
Copy of Fast Track Application
USGS Topo Map
Street Level Map
Flow Tracking Form
$480,00 Check (Application Fee)
For your C1 As requested
use
Description
21 Other
For review and comment

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Union County
Project Name for which flow is being requested: Heritage, Phase 1
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 Creek WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0 * Does not include
3MGD diversion to 6 Mile
d. Estimated obligated flow not yet tributary to the WWTP 1.7828
e. WWTP facility's actual avg. flow 3.74
f. Total flow for this specific request 0.0504
g. Total actual and obligated flows to the facility 5.5732
h. Percent of permitted flow used 92.89
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 / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
N/A
* 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.
Downstream Facility Name (Sewer): Twelve Mile Creek WWTP
Downstream Permit Number: WQ0019511 & WQ0019128
Page 1 of 6
FTSE 04-16

•
. • III. Certification Statement:
I Crystal O. Panico 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 indicates acceptance of this wastewater flow.
Sign ng Off cJl Signature
0-:////
Dat
Page 2 of 6
FTSE 04-16

PIFFIPPF-
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station Iisted 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 Flow (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.
1 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 04-16

Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years
and reconciled their flow records, to the best of their ability, so it is known how much flow has been
obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + fJ
h. Percent of permitted flow used: Equals [(g / c)*100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.2I5 MGD
h.=53.6%
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h.=55.8%
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

FP
Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow
through the pump station (C) for each pump station that will be impacted by the proposed sewer extension
project. Calculate the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D).
Include the proposed flow for this project with other obligated flows that have been approved for the pump
station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not
less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the permitting
process.
(A) (B)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS 0.800 0.320
Valley Road PS
1.895 0.758
Approx.
Current Avg.
Daily Flow,
MOD
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.252 0.080 0.332 -0.012
0.472
0.135
0.607 0.151
Page 5 of 6
FTSE 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity
is <0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether
there is significant likelihood that needed improvements or reductions in obligated flows will be in place
prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to complete
the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should carefully
weigh the certainty of successful timely project completion for any expansion, flow management diversion
or infiltration and inflow elimination projects that are the foundation of a planned solution to capacity
tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
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:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
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.
Page 6 of 6
FTSE 04-16

Ltt4E
c wwet-
U SGS Ma
p

Street Flap

Aerial Map

!mitNumberWQ003g7O2
Central Files: APS SWP
2/6/2018
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
ori.tuvia
Coastal S\NRuIe
Permitted Flow
50,380
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Heritage Phase 1 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
2/6/2018
App Received
12/18/2017
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective Expiration
2/6/2018 2/6/2018
Regulated Activities Requested /Received Events
Subdivision Additional information requested 12/19/17
Swimming pool backwash Additional information received 2/6/18
Wastewater collection
Outfall
Waterbody Name Streamlndex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: UNION COUN FY PUBLIC WORKS
PERMIT WQ0039702
PROJECT: HERITAGE PHASE 1 MAP 1 W C
ISSUE DATE: FEBRUARY 6, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
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 noted in the page footer.
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 10
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A Final Certification shall be a complete. set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITUEE'S ION
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 Perrnittee, and the Perm ittee is prepared to operate & maintain the
wastewater collection system permitted herein o y rtions there I-.
C rcisikt O. l'itrxiw, TrE
A.) bektir Mee,-
Printed Nam , Title Signatureat •
ENGINEER'S CERT FICAT N
R. Todd Fisher , as a duly registered Professionat cer in the State of North Carolina,
having been authorized to observe (E periodically, Ei weekly, LJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state (hat, 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 1,2, 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;
El Final E Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
* See attached sheet for description*
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

CIS Project No. 4276
Issued: 01/09/19
Page 1 of 1
Heritage Phase 1 Map 1 W.C.
Permit # WQ0039702
Partial Sewer Certification
Submitted certification covers:
Lots 1 - 23, Lots 34 - 61
Total Tots = 51
Total Bedrooms —153 (3 bedrooms/lot)
8" Sanitary Sewer
MH125toMH126--271'
MH 126 to MH 127 — 156'
MH 130 to MH 131 — 83'
MH 131 to MH 132 — 399'
MH 130to MH 140-189'

FAST TRACK SEWER ENGINEERING CERTIFICATION'
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039702
PROJECT: HERITAGE PHASE 1
ISSUE DATE: FEBRUARY 6„ 2018
i:.
This project shall not be considered complete nor allowed to operate in accordance with standard
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 noted in the page footer.
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 by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMIT7'EE'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 Perrnittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
517t/ 0• f tivt i
-1-2-1107
Signature Date
ENGINEER'S CERTIFICATION
I, R. Todd Fisher , asa duly registered Professional En ineerin the State of North Carolina,.
having been authorized to observe (® periodically, © weekly, frill tittte) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best (Amy
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; theDivision's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June I, 2000, as applicable; and other supporting materials,
North Carolina. Professional Engineer's Seal wisignature & date:
�] Final 12g Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
* See attached sheet for description*
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

CJS Project No. 4276
Issued: 07/23/18
Page 1of1
Heritage Phase 1
Permit # WQ0039702
Partial Sewer Certification
Submitted certification covers:
Lots 5-23, Lots 38-47, Lot 53, Lots 298-311
Total lots = 44
Total Bedrooms —132 (3 bedrooms/lot)
15" Sanitary Sewer
Ex. MH 47 to MH 101 —261.6'
MH101toMH102-211.6'
MH 102 to MH 104 — 220.2'
MH 104 to MH 120 — 117.5
MH120toMH121-125.7'
MH 121 to MH 121B-104.6'
MH 1218 to MH 122 — 173.3'
MH 122to MH 123-125.6'
MH 123 to MH 124—135.4'
S" Sanitary Sewer
MH 104 to MH 130 -
MH 124 to MH 125 — 267.7'
Ex. MH 10A to MH 18 — 92.5'
MH 18 to MH 19 —228.0'
MH19toMH2O-53.6'
MH 20 to MH 21-194.9'
MH 18 to MH 22 — 230.1'
MH 22 to MH 22A-49.3'
MI -I 22A to MH 23-172.7'

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: UNION COUN°I Y PUBLIC WORKS
PERMIT #: WQ0039702
PROJECT: HERITAGE PHASE 1
ISSUE DATE: FEBRUARY 6, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
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 noted in the page footer,
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 by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
FERN tITTEE'S CERTIFICATION
I, the undersigned agent for the Perm nee, 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
ater collection system rrnitted herei r portions (her
ENGINEER'S CERTIFICATION
Fisherft
ve
,duly registered Professional En ineer in the State of North Carolina,
having been
_odd authorizedeto observe a, periodically, 0 weekly, En
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; 15,A 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:
P Final ff Partial (include description
Certification Comments/Qualifiers (attach ir necessary):
* See attached sheet for description*
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office
Phone: [phone] FAX; (704)-633-6040

'CB Project No. 4276
issued: 10/18/19
Page 1 of 1
Heritage Phase 1 Map 3, 4, 5 and 6
Permit # WQ0039702
Partial Sewer Certification
Submitted certification covers:
Lots 24 - 33, Lots 62 — 63, Lots 286 — 297, Lots 312 — 349, Lots 389 — 395, and Amenity Lot
Total Tots = 69 + Amenity
Total Bedrooms — 207 (3 bedrooms/lot)
8" Sanitary Sewer
MH 127 to M H 128 — 216'
MH 128 to M H 129 — 344'
MH 140to MH 141-190'
MH 141 to M H 150 — 115'
MH 141 to M H 142 — 115'
MH 142 to MH 143 — 146'
MH 150 to MH 151— 142'
MH 151 to MH 152-177'
MH 152 to MH 153 — 123'
MH 153 to MH 154 — 248'
MH 154 to MH 155 —150'
MH 155 to MH 160 —170'
MH 160to MH 161-107'
M H 161 to MH 162 — 75'
MH 160to MH 170--250'
MH 170to MH 171-251'
MH 8X5-4 to MH 199 — 29'
MH 199to MH 200-63'
MH 200 to MH 201-199'
MH 201 to MH 202 —208'
MH 201 to MH 203 —104'
MH 203 to MH 210 —108'
MH 210 to M H 220 — 233'
MH 210 to MH 211 —77'
MH 211to MH 212-96'
MH 220 to MH 221 — 124'
MH 221 to MH 222 —178'
MH 222 to MH 223 —189'
MH 223 to MH 224 —153'
MH 224 to MH 230 — 294'
MH 230 to MH 231— 251'
MH 231 to M H 232 — 302'

pir PEIlIVIITTEE: UNION COUNTY PUBLIC WORK
ISSUE DATE: FEBRUARY 6, 2018 SFIECEIMWNCDENRitAii4
.n219
PERMIT #: WQ0039702
PROJECT: HERITAGE. PHASE 1 MAP 5 A P R 0, 3
mooRF, s vi ...ILE- REOK)NAL OFPICE
This project shall not be considered complete nor ' • . • . \i8-' .' viRer6aughce with standard
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 noted in the page footer,
FAST TRACK SEWER ENGINEERING CERTIFICATION
-RECE-iliEflYNCDENRtDVVR
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 Pennittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
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 Pennittee is prepared to operate & maintain the
wastewater collection system permitted herei r portions
o, FAN le.e,›
Nip vl Di ot11Wr 13zz.<4
Printed Name, Title MCN
sgnati
ENGINEER'S CERTIFICATION
I, R. Todd Fisher as a duly registered Professional Eil,g.ineer in the State of North Carolina,
having been authorized to observe (IX periodically, L weekly, Li 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 inaterials.
North Carolina Professional Engineer's Seal w/signature .& date:
n Final [Xil Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
* See attached sheet for description*
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

S ProjectNom 4276
Issued. 01/:1.
Page 1 .
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0039702
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use
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Lots 252 - 279
Total lots' = 28
Total Bedrooms
tion covers:
84
3 bedroom
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Union County Public Works
500 North Main Street RE EIVfe IYNCDEP t?IDNNR
Suite 400
Monroe, NC 26112
T, 704-296.421€0
www.unioncountync.gov
ittai
,APR 03 Pal
WQROS
MOORE SVILLE'REGIONAL. OFFICE
To: NCDEQ
Mooresville Regional Office
610 East Center Ave,
Mooresville, NC 28115
Attention: Chek here to enter text. Date: April 2, 2020
Regarding: Sanitary Sewer to Serve Heritage Phase 1 Map 5
We are sending you:
Copies Date
1-31-20
1-31-20
No
These are transmitted and checked belo
1 For approval
Remarks:
Signed:
Received by:
Copy of letter
Plans
Record Drawings
Prints
Shop Drawings
Description
Engineer"s Final Certification for Sewer (Permit # WQ0039702)
For your
use
As requested
Date:
F Other
For review and comment

FAST TRACT( SEWER ENJNEERINr CERTIICATION
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039702
PROJECT: HERITAGE PHASE 1
ISSUE DATE: FEBRUARY 6, 2018
MCE7dC SViL,...i.,.. HA: ik k"fiAL(
This project shall not be considered complete nor allowed to orate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. 1t should be subniitt s' 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 noted in the page footers
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 rtial certifications up
until a final certification is received by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMFrrEE'S CERTIFtCA°rlON
1, the rtndersigrted agent for the Permittee, hereby sta c that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Pennittee, and the Permittee is prepared to operate & maintain the
t colt ti syste ermined here' portions of,
Printed Nam
Rw Todd Fishe
gn
Date
ENGINEER'S +C RTIFtCAT1ON
duly registered P tfe sionat En of North Carolina,
having been authorized to observe ((XJ periodically, 0 weekly, frill onto) the construction of the
project name and location as referenced above for the above Permitt:ee 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 obscrvw + to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resource? (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1+996, as
applic ble;, the Division's Minimum Design Criteria for the Fast -Track ;Permitting of Pump Stations and
Force Mains adopted June I, 2000, as applicable; and other supporting materials,
North Carolina Professional Engineer's Seal wlsignature & date:
O Final 0 Partial (in+clude description)
ualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: f7041663-1649 rand 17nAa_ r,�