WQ0022105_Regional Office Historical File Pre 2018 (4)

FILE
Water Resources
ENVIRONMENTAL QUALITY
July 11, 2018
Ms. Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
ROY COOPER
Go4rmor
MICHAEL S. REGAN
secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0022105 MODIFICATION
Union County Public Works
Rea Road Mixed Use Development Phase 1
Wastewater Collection System Extension Permit
Union County
This permit will nullify all previous versions of permit no. WQ0022105.
In accordance with your application received July 5, 2018, we are forwarding herewith Permit No.
WQ0022105 MODIFICATION dated July 11, 2018, 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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions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.
Permit No. WQ0022105 was last modified on March 7, 2011. Due to the construction of a new Dental
office and retail space, the flow will increase by 1,835 GPD (total of 12,042 GPD). This modification to
Permit No. WQ0022105 is issued July 11, 2018. The Modified permit voids all previous versions of
Permit No. WQ0022105.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: 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.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714, Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at [e-mail].
Sincerely,
•--DocuSgned by:
Al 4CC681AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Anthony Cowan, P.E. (e-copy)
Regional Office Files, PERCS (Laserfiche)
Page 2 of 8

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Union County Public Works
Union County
for the construction and operation of no additional length of sewer line (942 linear feet of 8-inch
gravity sewer were previously permitted) and the additional flow of 1,835 GPD (total of 12,042
GPD), as part of the Rea Road Mixed Use Development Phase 1 project, into the Union County
Public Works existing sewerage system, pursuant to the application received July 5, 2018, and
additional information received July 11, 2018, and in conformity with 15A NCAC 27; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved
by the Department of Environmental Quality and considered a part of this permit.
Permit No. WQ0022105 was last modified on May 20, 2013, for 942 linear feet of 8-inch gravity
sewer, and the discharge of 10,207 GPD of collected domestic wastewater.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
c—DacuSigned by:
—A14CC681AF27425___
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number:
Permit Issued:
WQ0022105 MODIFICATION
July 11, 2018
Page 3 of 8

��UU����0����U�lF�K� ���������������� ��N����
SUPPLEMENT °.~~.�."..= . "�w PERMIT ~~~��^."v 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 Union County Public Works Twelve
Mile Creek Wastewater Treatment Plant in accordance with Permit Number NCO08S359.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
I5A NCAC ZT;thw Division's Gravity Sewer Minimum Design Criteria adopted February1Z, 1996' as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1' 2030' as applicable, unless specifically mentioned henein. 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 cnnone that the as -constructed project nmeets
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
l No flow in excess of the quantity permitted herein, 12,042 GPD (10,207 GPD previously permitted
flow, and 1,835 6PQofadditional Oow)' 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, [ISAMCA[O%T.O]O4(b)]
11. STANDARD CONDITIONS
l� This permit isnot transferable, |nthe event there badesire for the wastewater collection facilities
to change ownership, or there is a name change of the Permhttee' a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved' and other
supporting materials asmay beappropriate, The approval vfthis request shall beconsidered mnits
mehtsand may ormay not beapproved. [15ANCA[O2T'0lO4;G,5143-Z15'l(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1lA N[A[ 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 ofPump Stations and Force Mains adopted June 1,2NJU,asapplicable; and
other supporting materials unless specifically mentioned herein. [lSANCA[QZT.O110]
3' This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data, [15AN[A[OZT.011O]
4. The wastewater collection facilities shall be properly maintained and operated at all times' The
Permitteeshall maintain compliance with amindividual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A N[A[ ZT �0403. If an individual
permit is not required, the following performance criteria shall be met� [15A NCAC 02T .0108(b)]-,
Page 4of8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to and 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 (Le. 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 1SA NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical orelectrical failures of pumps, line
blockage mrbreakage, etc.;u/
b. Any SSOand/or spill nver1,00Ogallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages urfaxed information is permissible, but this shall not be considered asthe initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division mfEmergency Management at telephone number [phone]or (9I9) 7]3-]300�
Persons reporting any mfthe above occurrences shall file a spill report bycompleting and submitting
Part | of Form [S'53O (or the most current Division approved form) within five days following first
knowledge ofthe occurrence, This report must outline the actions taken u/proposed tobetaken to
ensure that the problem does not recur. Part $ofForm [S-S5Q(or the most current Division approved
form) can also becompleted toshow that the SSOwas beyond control. [G.S.143'21S.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
tothe surface waters ofthe State. [16AMCA[02T.0108(b)]
7. Upon completion ofconstruction 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, Acomplete certification is one where the form is
fully executed and the supporting documents are provided aoapplicable. 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.
|fthe permit isissued toaprivate entity with aoOperational Agreement, then ecopy wfthe 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 asapplicable, Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) ofthe wastewater collection system extens;op. Final record drawings should be clear an
the plans or on digital media ([D or QvD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers'
separation distances, material changes, etc,
b� One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main' ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timneframes' shall be provided.
Page 6 of 8

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. !n the event that the wastewater collection facilities fait to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(6)]
Page 7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
WQ0022105 MODIFICATION
Rea Road Mixed Use Development Phase 1
July 11, 2018
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 flaw 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
1, , as a duly registered Professional Eri:faineer in the State of North Carolina,
having been authorized to observe (P 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 supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final ri Partial (include description
Certification Comments/Qualifiers (attach if necessary);
Dann Q inf Q
Siale of North Carolina Environmental Quality Water Resources Water Quality Regional Operations
Nioorev.11.1e Reglonal Offiriel 610 Lain Center Avenue% Stilic 301 Mooresville, Nonb Carolina 2811.5
704 663 1699

Division of Water Resources
15A NCAC 02T .0300 — FAST
Application Number:
All items must be eo tpleted or the application will be returned.
APPLICANT INEOR.MATION:
RAC
State of North Carolina
Department of Environmental Quality
Division of Water Resources
. SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING .DOCUMENTATION
I, Applicant's name: ',Union Comity (company, tt urticipality°, i1.OA, utility, etc.)
Applicant type: [ individual L Corpora
Federal State/County L] :Municipal
Signature authority's name: (a stul Outlaw Panic° ,P, 4. per 15A NCAC
Title: New Devxe,lopment,Pro_kiram Manai er
Applicant's mailing address: 500 North n1ainStr ste 500
City: Monroe
Applicant's co
State: NC
nation:
Zip 281.1.2-4730
L] General Partnership
10I
Phone number: (7Q4) 296-42:9; Email Address: cr stalep ttt o caaunion ountync.gav
(� Privately -Owned Public Utility
[l Other
1 is itiF s1a.. REGION, ION, OFFr
PROJECT INFORMATION:.
1. Project name: Rea Road Mize U 1_ c.y°e) (rent Phase 1
2, ApplicationTrojee<Proposed (New Pcrnttt) 1 istlrtg 1'ertniv`Project
If a modification, provide the existing permit number: WQ00 ,21Q5 and issued date: 1wa 2Q,2i113
i ttew t'onstruction but part of a master plan, pry vide the existing permit number:. WQOO,___
3. County Where proje t is located: Union county
d. Approximate Coordinates (Decimal Degrees). Latitude. ,()1 ti lQ l.rangthide 50.800 98.
5. Parce1.11] (itapplicable): 06201008M
(or ,Parcel ID to closest downstream sewer)
CONSIJL"i"ANT INFORMATION:
1, Professional Engineer: ,Anthonv Brent Cowa.n.. I
Firm: 'Ube Isaacs Group, P..C..
Mailing address 8720 Reed Oak Blvd Ste420
City: Charlotte State:. NC Zip: 28217-
Phone number. [phone] E mail Address: bcou az t; Isaacs
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: McAlpine WWTF Permit Number: NC0024970
Owner Name: Charlotte Mecl lenbur tUtllite.s
,nsc Number: 026462
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWII):
p. Permit Number(s): WQ0009238
System Wide Collection System m Pe rtrt t I1umher(,h(rf' air licable,): WQCS
Owner Nare(s): Union County Public s'rirks
Downstream (Receiving) Sewer Sizes 8 inch
FORM: FTA 04-16
Page 1 of 5

V1. " GENERAL REQUIREMENTS
I. he Applicant is a Privately -Owned. Public U
has a Certificate of Public Convenience and Necessity been attached?
Re No NIA
If the Applicant is a Developer of lots to be sold,, has a Developer's 0.
Yes No NIA
If the Applicant is a 11.c rat
,gin of wastewater. (check all that apply):
Residential Owned
0 Residential Leased
0 School. preschool ,< day care
0 Food and drink facilities
❑ Businesses I' offices / factories
© Yes 0No [ENIA.
0 Retail (stores, centers, rnalls)
Retail with food preparation/service
Medical P dental / veterinary facilities
0 Church
0 Nursing Home
Nature of ewater : `"°o Domestic'Com
ercia). 100 % Commercial
o%, Industrial (See 15A NC", .C" 02 l .0 :11(M)
>.Is there a Pretreatment Program in effect?
fi, Plas a doe y reduction been approved under 15 \ NC AC Oar'
If rTMes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
t)s> Yes
Establishnnent Type (see 92T.til I4(f))
Medical office
Shopping centers with food
Daily Design Flow
250 gafapraeticioner
Rh1: DEK1 been attached?
):
0Car
�] l otel and,r'or Ivlot
0 Swirnning Pool Clubhouse
0 SWimtning Pool/Filter Backwash
0 Other (Explain in Attachment)
d?
Yes 0 No
No
130 gal,'1,0t) sf
gal,`
Traits
6.56
Flow
1,640 GPD
,500 sf
105 CiPD
GPD
GPD
GPD
gall
GPI)
GPI)
a See 15A.NCAC 02 ( (il 14(b),,(d), (.WPI)tpd le)(2J for caveats to wastewater design flow rates (i.e., zniatirstum flow per
dwelling; proposed unknown non-residential deve lament. 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 1 NCAC 02T01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 1,835 GPD (per 15A NCAC ,c.� l_l 4)
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 perntittithat etmtect to this line
0 Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM:.° FTA 04-16 Page 2 of 5

• VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Grasih Servers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet) Material
• Section '11 & In of the .MDC for Permitting of Gravity Sewers contains information rclated to design criteria
• Section Di 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 Aim',
VDT PUMP STATION DESIGN CRITERIA. (If Applicable) 70.2T .0305 & MDC (PUMP Stations/Force 'Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS.PROJECT
1.. Pump station nurnber or name:
2. Approximate Coordinates (Decimal Degrees): I...,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):
Size (inches)
feet total dynamic head (TD1-1)
Length (feet)
Material
6. Power reliability in accordance with 15A 'CAC 02T M305(1)0):
11] Standby power source or pump with automatic activation and telemetry - 15A NCAC, 02T .0305(h)(1)(B):
Required for allpump stations with an average daily flow greater than or equal to 15.000 gallons per day
`.%•- Must be permanent to facility
Or if the pump station has an average daily flow less than 1.5,000 gallons per day:
Portable, power source with manual activation, quick -connection receptacle and telemetry - 1.5A. NCAC 02T
,0305(h)(1)(C)
or
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NC.A.0 02T .0305(h)(1.)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple, station power outage.
FORM: ETA 04-16 Page 3 of 5

SETBACKS & SEPARATIONS — ((1 13 ..0200 & ISA NCAC 022T .0305(1)):
project pseparations1( 1)2'l` .0305(f) c ("! Yes ❑ No
1. Does the pro ect. comply with all found in 1 tiA NCAC
I5A NCAC 02T.0305(f) contains minimum separations that shall be provided for s
k Parameter*
Storrn 'ewers and other utilities mart listed below° r3ica
rtical-water over sewer including in benched tr
errnain (horizontal.)
Reclaimed water lines (vertical - recla'irled over sewer)
e
systems:
Separation Required
24 inches
inches
10 feet
18 inches
Reclaimed water lines (korizontal reclaitmd over sewer
2 feet
*Any private or public water supply source, including any wells, W S-I waters of Class I or
Class I1. impounded reservoirs used as a source of drinking water 100 feet
Waters classified W'S (except WS-1 or WS-V), B, SA, ORW, HOW, or SB from normal
( lands (see item IX.2) water or tide ele.vattonJ andwet
**.Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement.
'fop slope of embankment or cuts of 2 feet or mote verttcal height
Drainage systems and interceptor drains
Any swimming pools
Final earth -rade {vertical)
i 15 NCAC 0:21 f;i ( contain alternatives where separations in 02'T.03
:r * tStream classifications can be identified using the Division's NC Surface Vs'3t«-r• (la~'3 r ttrc ns webpa '
If noncompliance with 0 2 f.030>(1)or (71, see Section. X of this application
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet.
36 inches
annot be achieved.
Does the project comply with separation requirements for wetlands"? (50 feet of separation) Ell Yes
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
Does the project comply with setbacks found in the
This would include Trout Buffered Streams per
basin rules per 15A
NC.`AC" 213.t)202
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 Pcranrttip lbrani lr
2B .0200?
'No
N..'A
Yes ©No NIA
® Yes I No
.Does project comply with 15A NCAC U510(6) (additional permit , certifications)? E Yes No
Per 15A. NCAC 02 1.01051c)(61, 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 (er)sion and
sedimentation control plans, storntwater management plans, etc.).
Does. this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 0:2 10402. "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.
El 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 sip -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit,
FORM: k-I A 04-16 Page 4 of 5

C'EItTIFICATIONS:
1. Does the submitted systet
AO. Vors,ti T\1`a41q1dt0t rq
ply with
and the
If No, complete and submit the: Var
review, .htat3rtra alof the rem
has I
etaf it
Engineer's CertiEtc:anon:
ofcssional Engineer's name
No
Request appland supporting documents for
tbrnfttal of"star'TrackAptrlication and sooporttlmgdocdtniertts
Application I
n revitca°'ed by me and is ac.curak, connplete and consisten rs°ith the. informa
ring calculations„ and all other supporting documentation to the tread of my knowledge. I fatrthc.r attest that to the best
knowledge the proposed design has been prepared in accordance with the applicable. regulations, frrttv"ity Sewer
tm Design Criteria for Gravity' Sewers (latest version), and the Minimum Design. Criteria for the 1 ast-Track Permitting
of Purup Stations and Force Mains (latest version). Although other prof e ionals may have developed certain portions of this
submittal package, inclusion of these naateriaals tinder nty° sigraatxrre and sr rl sigifsas that 1 tasye reviewed this material and.
have judged it to be consistent with the proposed des
NOTE -- In accordance with General Statutes 143--215,6A and 143-215,(B, any person ayho kno ingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
m lude a fine not to exceed 510.000. as well as civil penalties up to S25,000 per v
application for
North Carolina Professional Engineer's seal, signature, and date:
Applicant"s Cert
C4irr,4
Digitally signed by Anthony
B. Cowan, P.E.
Date: 2018.02.07
11:20:41-05'00"
,aatrcrn per 1.5:A NC"AC 021' .O1t76(b):
Signature
Y44!1' ' '. ";t"_`._..�"i+'t. �c�.t !',.!t.._,_At svri a•
itle frc:rrrt Application Item I.3.)
anti, specthca1ions,
app
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that of 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 tca being returned as incomplete, I understand. that any discharge of wastewater from this non -
discharge system to surface waters or tlae laatrd will result in an immediate enforcement action that may include civil penalties,
netive relief, and,=or criminal prosecution, 1 will make no claim aagtainst the Division of Water Resources should a condition
of this+ permit be violated. 1 aI'.o understand that if all required parts of this application package are not completed and that if
all required supporting, information and attachments are not included, this application package will be returned to me as
ornplete.
NOTE --• In accordance with General Statutes l42 l , nd 14. 1, till, any person who knur%ing1y makes any false
statement„ representation, or eertiftcation in any app'lteatiaan package shall be guilt.,
include a fine not to exceed S10,000 as well as civil penaltiesup to S25,000 per viola
as Class 2 misdemeanor, which may
FORM: F"1"A 4-16
Page 5 of 5

WEDDINGTON QUADRANGLE
NORTH CAROLINA-SOUTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)

REA ROAD MIXED USE DEVELOPMENT PHASE 1
TOM SHORT RD.
REA RD.

CHARLOTTE
W,,y TER
March 2, 2018
Mr, Peter Brown
Union County Public Works
500 N Main St
Suite 400
Monroe, NC 28112
SUBJECT: SEWER FLOW ACCEPTANCE
REA ROAD MIXED USED PH I
CLTWATER TRACKING# 2018256
After an analysis of the sanitary sewer associated with the proposed design of project, Rea Road
Mixed Use, it was determined that there is sufficient capacity to accommodate the additional sewer
fiow of 1,825 gallons per day. for a total revised flow of 12,042 gpd at the assumed connection point
for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number
NC0024970, for treatment. This acceptance of flow is based upon the existing capacity of the
designated publicly owned treatments works. Please see attached NC DEQ FTSE form,
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved, Connection to the CL TWater and sewer system is accepted on first
come, first served basis,
The applicant should understand that this letter us not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction,
iateauttacr°r°rzatr`t7t ty constrrtc°t rrtifs ore not ©btair ec! construction has not started
arswof issuance o ibis flow accpi,: at f p paynent tb'a� service connections
been receive` wr!hin (2) yearsance of this flow acceptance /etter�this flout accept
,prpval dealt bp, rescinded ar rr t r ceptance request must tea Trade.. If you have any
questions, please do not hesitate to contact r e at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Bru d, Charlotte, NC 282.16 chdrlotteewa
Operated by the City of Charft tte

TDlvlslon 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 Public Works
Project Name for which flow is being requested: Rea Road Mixed Use PH I
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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
• c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
11.04
64.79
0.012
75.83
76.6%.
B. 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 / pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Six Mile 18.1 7.24 4.3 0.21 4.54 2.7
* 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): Six Mile Creek Gravity Sewer (254-95-508)
Downstream Permit Number: Unknown
Page 1 of 2
FTSE 04-16

III. Certification Statement:
I Keri Cantrell 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 Official Signature
Page 2 of 2
31 r /Is
Date
FTSE 04-16

Tuvia, Ori A
From:
Sent:
To:
Cc:
Subject:
od rnornin
Brent Cowan <bcowan@isaacsgrp,com>
Tuesday, July 10, 2018 9:51 AM
Tuvia, Ori A
Crystal Panico; Anthony Newsome
[External] RE: Rea Road Mixed use Phase 1
There is Igo new addition of 8" mains with this modification. The only change i, thr sewer flow, i found the
permit w:ppiication but 4 can't find in my
a n d r e i
Th ttkst
Anthony Brent Cowan, P,E, LIED
The Isaacs Group, P.C.
8720 Red Oak Blvd., Ste, 420
Charlotte, NC 282.17
P: 7 04-22 7-9402 F: $ 04-527 6i
Web: www.isaacsrl.00rn
From: Tuvia, Ori A [mailto:ori,tuvia@ncdenragov]
Sent: Monday, July 09, 2018 8:24 AM
To: Brent Cowan <[e-mail]>
Cc: Crystal Panic° <crystal,panico@unioncountync.g°v>
Subject: Rea Road Mixed use Phase 1
Good morning Anthony,
ative. [f you will scan and email that as a pd
W'OROS
M, OR SVI _LE REGIONAL OF:: .
I received the application for sewer extension for the subject ,project and had a question, in the project narrative you
describe adding, besides flow, some 8 inch gravity lines. But in the application itself there is no gravity lines included.
Could you please clarify this to me?
Sincerely,
Ori Tuvia
Environmental Engineer
NC DEQ / Division of Water Resources
610 East Center Avenue
Mooresville, INC 28115
Direct Line: [phone] Fax: (7t 4) 663-6040
©ri.tuvia©ncdenr,gov

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Aiortn 1,:ar08na .,--)tibin Recoras Law and /nay be disclosed .,:sii teed dasties
2

Union County Public ` 'arks
500 North Main Street
Suite 400
Monroe, NC 28112
T. 704-296-4210
www.unioncountyncgov
Transmittal
To: NC Department of Environr rental Duality
Division of Water Resources - Mooresville, Regional Office
610 East Center Avenue
Mooresville„ N.C. 28115
Attention:
Regarding:
We are sending you:
Copies
RESVILLE $Rt-t. to r; .lit t'
Date: July 2. 2018.
y Sewer to serve Rea Road Mixed Use Development, Phase 1 (Modification)
Copy of letter
Plans
Prints
Shop Drawings
Date No. Desc0ption
l Cover Letter
712t13 F stTrac.kApplication
I
712115 " Copy of Fast Track Application
7/2,18 UCPW Flow Form
12'18 I Charlotte Water How Letter
a 111 Charlotte Water Flow Tracking Form
5/21
1 Existing Permit
15219 S480.00 Check (Application Fee)
These are transmitted and checked below:
For approval
Remarks:
For your
IJ Se
Signed:
As requested
Peter W. Sro
Date:
Other
For review and comment