WQ0040162_Regional Office Historical File Pre 2018 (2)

Water Resources
ENVIRONMENTAL QUALITY
July 24, 2018
Brian Mahoney, Manager
Prestige Corporate Development, LLC
2100 Torrence Chapel Road Suite 100
Cornelius, NC 28031
FILEP
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0040162
Prestige Corporate Development, LLC
Rivercross Apartments Off Site Improvements
Wastewater Collection System Extension Permit
Lincoln County
Dear Mr. Mahoney:
In accordance with your application received July 18, 2018, we are forwarding herewith Permit No.
WQ0040162 dated July 24, 2018 to Prestige Corporate Development, LLC (Permittee) for the construction
and operation upon certification of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition II.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute § 143-215.6A through § 143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 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.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1694

Ff you need, additional information concerning this matter, please contact
via e-mail at ori.tuviaTtncdenr. ov.
Sincerely,
oocuS geed by:
for
F 1 s t FB6gA2D84A.3,.,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Barry Fay, P.E, (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
"uvia at 704) 2 5-2190 or
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
Prestige Corporate Development, LLC
Lincoln County
for the construction and operation of approximately 1,437 linear feet of 8-inch gravity sewer,
to serve Rivercross Apartments Off Site Improvements, and the discharge of 0 gallons per day
of collected wastewater into the Lincoln County existing sewerage system, pursuant to the
application.received July 18, 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 (imitations contained therein.
,-DocuSigned by:
F161 FB69A2084A3...
for
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: WQ0040162
Permit Issued: July 24, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Prestige Corporate Development, LLC 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 Killian Creek Regional Wastewater
Treatment Facility in accordance with Permit Number NC0088722.
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 t, 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 flow in excess of the quantity permitted herein,. 0 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 (b)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall he considered on its
merits and may or may not be approved. (15A NCAC 021.0104; G.S 143-21.5,1(d3)]
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,0110]
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. ofthese facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A. NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
Page 4 of 8

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 beconducted 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.
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 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Page 5 of 8

Persons reporting any of the above occurrences shall file a spill report by completing and submitting,
Part I. of .Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problern does not recur. Part II of Form CS-SSO (or the most current Division.
approved form) can also be completed to show that the SSO was beyond control. [(3 143-
215.I.C(a1.)]
6. Constniction 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. [1.5A NCAC 02T.0108(b)1
7. -Upon completion of construction and prior to operation of these permitted facilities, the completed,
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineers
Certificatio-nshall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one. where the formis 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 84. profile views of sewer lines &
force mains) of the wastewater collection system extension, Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information,and show required buffers,
separation distances, material. changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in.
force mains with a pump cycle, and downstream. sewer capacity analysis. if a portable power
source or pump is dedicated to multiple stations, an evaluation of all. the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
fun.eframes, shall he provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes ,resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pumpstation 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
Page 6 of 8

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 clone through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; I5A 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)]
Q
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: PRESTIGE CORPORATE DEVELOPMENT, LLC
PERMIT #: WQ0040I 62
PROJECT: RIVERCROSS APARTMENTS OFF SITE IMPROVEMENTS
ISSUE DATE: JULY 24, 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.
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 Eineer in the State of North Carolina,
having been authorized to observe ( periodically, E weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
LI Final I— Partial (include description)
Certification Comments/Qualifiers (attach cessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

State of North Carolina.
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
All ite
11
(to be completed by D\§'11)
be completed or the apnlicattln
urtted
APPLICANT INFORMATION:
1. Applicants name: Prestige Corporate Development. LLC (company, municipality, HOA, unlit
?. Applicant type: © individual Corporation 0 General Partnership [] Privately -Owned Public Utility
Q Federal 0 State/County 0 Municipal. ❑ Other
3. Signature authority's name: her 15A NCAC 02`l" ,01 6(h). �a
Title:
4. Applicant's mailing address: 21.000 Torrence Chapel Road: Suite 100
City: Cornelius State: NC Zip: 28031-
5_ Applicant's contact information:
Phone number: [phone]' Email Address: stevc(a?pcdllc_net
PROJECT INFORMATION:
1. Project name: Rivercross Apartrltents Off Site Roadway Improvements
2. Application/Project status: ® Proposed (New Permit) 0 Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existitmg Iaetammit number: WQ00
3. County where project is located: Lincoln
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.467997' Longitude:-80.995463'
5. Parcel ID (if applicable): 4602495449 & 460350'8046
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Barry Fay License Number: 33046
Firm: American Engineering Associates
Mailing address: 8008 Corporate Center Drive: Suite 110
City: Charlotte State: NC Zip: 28226-
Phone number: C704) 375-2438 Email Address: bfavrr,americzn-ea.com
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Killian Creek WWTP Permit Number: NC0088722
Owner Name: Lincoln. County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Nunmber(s): WO
System Wide Collection System
Owner Name(s): Lincoln County
Downstream (Receiving) Sewer Size:: 8 inch
:umber(s) (if applicable): WQCS00149
D L „aV HU
FORM: FTA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applie nt is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes N/A
?. If the Applicant is a Developer of lots to he sold, has a Developer "s.Operational Agreement (FORM: DLV) been attached?
Iftl�e Applicant is a F mtte/P, rt
4. Origin of wastewater: (check tall th
© Residential Owned
P1 Residential Leased
0 School / preschool / dtty care
0 Food and drink facilities
] Businesses / offices / factories
0 Yes ON
N/A
' #ssociatiran. free an Citreration
0 Yes 0No 1N/A
apply):
❑ Retail (stores, centers, malls)
0 Retail with food preparation/service
0 Medical I dental / veterinary facilities
❑ Church
0 Nursing Home
t lFOIi"vt. I A) been attached?
0 Car Wash
0 Motel and/or Motels
Swimming Pool /CIubhouse
] Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
Nature of wastewater : I00 %o Doutestic/Conmiercial %© Commercial
% Industrial (See15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? 0 Yes
Has a flow reduction been approved under 15A NCAC 02l 0114(f)? 0l Yes No
If yes, provide a copy of flow reduction approval letter
'?. Summarize wastewater generated by project:
Establishment Type (see 1}2T 0114C
ally Design FIo
0 No
o. of Units
Flow
GPD
gall
GPD
GPD
GPD
GPD
Total
GPD
GPD
a See l5A 'NCAC 02T .0I 14 lr d e l and e ? for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities loeated near high public use areas;
and residential property located south or east ofthe 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 ISANCAC 02T.0114j shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
I► Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
(] Other (Explain):
FORM: FTA 04-16

VH'. GRAVITY SEWER RESIGN CRITERIA If Applicable)
1. Summarize gravity sewer to be permitted;
Size
Gray
Length (feet)
1437
pvc
Section II & UI 'of the MDC for Permitting ofGravity Sewers contains informationre
Section Ill contains information related to mini mum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violati
d to design criteria
of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)— OZT,0305 & MDC (Pump Stations/Farce Malpt;`
COMPLETE' FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station tatatnber or name:
Approximate Coordinates (Decimal Degrees
3. Design flow of the pump station:
4. Operational point(s) of the pump(s):
5. Summarize the force main to be permitted
gal
..a'tittrdc: Longitude: -
ts gallons per day (firm capacity)
Ions per minute at ,_ feet total dynamic head (TDHl)
:his Pump Station):
Size {!riches)
'Length (feet)
Material
Power reliability in accordance with 1 5A NCAC 02T ,03Q5j11j1:
© Standby power source or pump with automatic activation and telemetry 15A NCAC 02T . 05(h)(1)(B)�
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or lithe pump station has an average daily flow less than 15,000 gallons per day:
0 Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02`F
.0305(h)(1)(C)
or
0 Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Divisi
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation
capacities and the rotation schedule of the portable power source or pump, including tray
in the case of a multiple station power outage.
hat the portable source is owned or contracted by the applicant (draft agreement)
fall the pump stations' storage
timeframes, shall be provided
FORM, FTA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS— (02B.0200 & I5A NCAC 02T .0305(t):
I. Does the project comply with all separations found in 15A NCAC 02T .0305
15A.NCAC 02T.0305(f) contains minimum separations that shall be provided for
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
4�ater mains (vertical -water over sewer including in benched t
Water mains (horizontal)
ches
Yes No
rns:
Separation Required
24 inches
18 inches
10 feet
Reclaimed waterlines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
*Any private or public water supply source, including any wells, WS-I. waters of Class 1 or
Class I1 impounded reservoirs used as a source ofdrinking water
**Waters classified WS (except WS-I or WS-V), t3, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item 1X.2)
8 inches
2 feet
100 feet
50 feet
*Any other stream_ lake, impoundment, or ground water Iowt ring and surface drainage
ditches
Any building foundation
Any basement
Fop slope of embanktnen
oft feet or more vertical
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertic
10 feet
5 feet
0 feet
5feet
10 feet
36 inches
1.5A NCAC 02T.0 305(0 contains alternatives where separations in 02T.0 305(f cannot be achieved.
**Stream classifications can be identified using the Division's. NC Surface Water C:lassitications webpaee
If noncompliance with 02'1.0305(f) or (el, sec Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation)
y See the Division's dratti separation requirements for situations where separation cannot be meet
No variance is required lithe alternative design criteria specified is utilized in design and constntcti
As built documents should reference the location of areas effected
Does the project comply
This would include '1'rout Buffered Streams per 15A NCAC 28.0202
4.. Does the project require coverage/authorization under a 404 Nation vide or
individual permits or 401 Water Quality Certifications?
Y Information can be obtained from the 401 & Buffer Permittinit Branch
Yes D No ©N/A
tbacks found in the river basin Hues per 15A NCAC O2B .0200? [, Yes © No © N/A
Yes
Does project comply with I5A NCAC 02T.0105(c)(6) (,additional pernits/certiflea tlr t s)? Yes No
Per 15A NCAC 02T.01t)5(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 CE No ©N/A
Eils for each line, including type (aerial litre, size, material, and location),
h+e perttaittee or its representative at least once evey six -months and inspections
)(5) or the permitec's individual System -Wide Collection permit.
r If yes, include an attachment with d
High priority lines shall be inspected 6
documented per 15A NCAC 02T.0403
FORM: ETA 04-16 Page 4 of 5

X. CERTIFICATIONS:
the submitted system comply with
attd_ r fat is at ri ersiont, and the
j Yes
No
complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
Approval afire request is required t rinr to submittal raf the fast Track Ap
Professional Enineet s Certification:
ngineer'name from Application. Item III.
at
flooding documents.
that th
p'
0
has been reviewed by inc 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. 1 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 snakes any false
statement, representation, or certification in any application package shall be gut of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000, as well as civil penalties up to S25,000 per + ation.
North Carolina Prrtt'essional Engineer's seal, signature, and date:.
Applicant's Certification per 15A NCAC 02T .01ii6(b):
1, t \
(Signature AuthorityAppli
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge, 1 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. 1 understand that any discharge of wastewater from this tton-
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 information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 043-21S.613, any person who knowingly makes any false
statement, representa,trIcIrsertification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not tp e:xcccd , 0,000 as well as civil penalties up to $25,000 per violation.
Signature:
FORM: FTA 04-16
Page 5 of 5

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: Prestige Corporate Development, LLC
Project Name for which flow is being requested: Rivercross Apartments - Offiste
More than one FTSE may be required for a single project if the owner of the RITTP is not responsible for all pump
stations along the route of the proposed wastewater Jlow.
1. Complete this section only if you are the owner of the wastewater treatme
a. WWTP Facility Name: Killian Creek WWTP
b. WWTP Facility Permit #: NC0088722
c. WWTP facility's permitted flow
p
ant.
Allt sareinMGD
5
d. Estimated obligated flow not yet tributary to the WWTP 1.515
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
1.124
0.000
2.694
80.42°/
Complete this section for each pump station you are responsible fo
proposed wastewater flow.
on
the route of this
list pump stations located between the project connection point and the WWTP:
(A) (B) (C)
Design Obligated,
(D)=(B+C) (E)=(A-))
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***
#15B 1.856 0.742 0.000 0.176
0.176 0.566
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest purnp 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): Lincoln County Sewer System
Downstream Permit Number: WQCS00149
Pagel of6
FTSE 04-16

III. Certification Statement:
I Donald V. Chamblee 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.
09-Y
Signing
g, tr. 24c)i e
Date
Page 2 of 6
FTSE 04-16

COUNTY OF LINCOLN, NORTH CAROLINA
115 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
I YIN.LINCOLNCouN7Y.oflc
June 15, 2018
Prestige Corporate Development, LLC
Attn: Brian Mahoney
21000 Torrence Chapel Road, Suite 100
Cornelius, NC 28031
RE: Rivercross Apartments - Offsite
Mr. Mahoney,
This letter is provided in response to your request, dated May 21, 2018, for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Rivercross Apartments Development (the
"Project"). Lincoln County (the "County") has the actual average daily flow capacity at its Killian Creek
Wastewater Treatment Plant to treat the domestic wastewater as requested, and does conditionally grant
approval for the Project, subject, however, to the terms and conditions below:
1. The amount of flow requested for the Project is for 0 Units with a total flow of 0 gallons per
day of additional flow at the NCDENR approved reduced flow rate of 240 gallons per day per
home into LS-15; and
2, For the NCDEQ Permits, the receiving sewer treatment facility is the Killian Creek WWTP,
Permit #NC 0088722. The sewer collections facility is the East Lincoln County Water and Sewer
District, Permit #WQCS 00149; and
3. The County shall not be named as the Peunittee on NCDENQ system applications. You must
make the application to NCDEQ in your own name for the System; and
4. Acceptance of the System and transferal of the System to the County is subject to the
following:
a. A complete final inspection and approval of the System by the County, and receipt of other
applicable documentation requested by the County; and
b. ApprovaI oldie System by NCDEQ, and proof provided to the County of a valid permit issued
by NCDEQ with an Authorization to Construct (ATC); and
c. Initiating construction of the Project within two years of the date of this conditional approval.
You must notify the Lincoln County Public Works Department in writing when construction of
the Project is initiated; and
d. The County continuing to have actual average daily flow capacity to treat the domestic
}wastewater as requested at the time all other conditions precedent have been satisfied.
e. A complete final inspection and approval by the County of the water and sewer system
proposed by the Wildbrook Subdivision — Phases IA and 1B, and receipt of other applicable
documentation by the County.

This acceptance and allocation of flow shall only be effective upon your compliance with all of
the above terms and conditions and the County providing an acknowledgment that you have complied
with all of the above terms and conditions.
Included in this mailing is the Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE — 04/16) with the County's portion completed.
If you have any questions, please do not hesitate to call me at 704-736-8497.
Sincerely,
Engineering Associate
Cc: Fite

USGS Topographic Map
Portion of HICKS CROSSROADS QUADRANGLE 7. Minute Series
7

N
LOCATION MAP
NTS

AI+gineERICeringAI
En
Mailing. Method:.
0 U.S. Postal Service
10 Certified/Registered Mail
Q Other:
Comments:
Alnericen Engineering Associates -Southeast, PA.
8008 Corporate Center Drive, Suite 110
Charlotte, NC 28226
Office:: 704.375.2438
wwwaamerican-ea.com
0 Courier/Hand Delivery [1 FedEx Priority Overnight
Q FedEx 2-Day Delivery
© United Parcel Service (UPS) [3 FedEx Standard Overnight 0 FedEx Economy
Prestige Corporate Development, LLC intends to construct a new apartment
complex in Lincoln County located near the intersection of Highway 16 and
Triangle Circle. The parcel is part of an overall development known as
Rivercross. The development of the proposed apartment complex will require
the extension of a private sewer main from an existing manhole owned b
Lincoln County. The new gravity sewer main and manholes will be installed
by Prestige Corporate Development and owned by the association

AMERICAN
i Engineering
To:
American Engineering Associates -Southeast, PA,
8008 Corporate Center Drive, Suite 110
Charlotte, NC 28226
Transmittal Letter
Office: 704.375.2438
www.american-ea.com
Department of Environmental Quality — Division of Water
Resources
Mooresville Regional Office — Water Quality Section
Attn:. Barry Love
610 E. Center Avenue
Mooresville, North Carolina 28115
Telephone No: [phone]
From:
American Engineering
Tracey McCormick
8008 Corporate Center Dr. #110
Charlotte, NC 28226
704-375-2438 ext. 129
Subject: Rivercross Apartments Offsite Roadway
Improvements - Fast Track Sewer System
Extension Application
We are sending you:
Attached
❑ Shop Drawings
0 Prints
0 other:
Date: July 17, 2018
€ORD
❑ Under Separate Cover Via the Following Items:
El Plans 0 Specifications ❑ Change Order
0 Samples ❑ Copy of Letter Reports
Copies t?
7I12
Rev
Desc
p
IQ
One original and one copy of the Fast Track Sewer System Extension
Application and supporting documents
480,00 application fee (check #011212) payable to NCDEQ
i12
Professional Engineer's Certification signed, sealed and dated
Applicant's certification signed
Completed and executed FTSE 04-16
2/1/17
Lincoln County flow acceptance le
NCDEQ Residential Flow Reduction to Killian Creek WWTIo
USGS and Vicinity Maps
Action"
Approved
O Approved As Noted
For Approval
O Other:
0 Correct and Resubmit
❑ File
0 As Requested
0 Resubmit Copies
0 Return _ Copy/Copies
0 Review and Comment