WQ0040162_Application_20180724

1 AMERICAN
Engineering
To:
American Engineering Associates -Southeast, PA.
8008 Corporate Center Drive, Suite 110
Charlotte, NC 28226
Transmittal Letter
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. 1Z0
Subject: Rivercross Apartments Offsite Roadway
Improvements — Fast Track Sewer System
Extension Application
We are sendino you
Office: 704.375.2438
www.american-ea.com
Date: July 17, 2018
RECEIVED/NCDENR/DWR
JUL IS 2018
WQROS
MOORESVILLE REGIONAL OFFICE
® Attached ❑ Under Separate Cover Via the Following Items:
❑ Shop Drawings ❑ Plans ❑ Specifications ❑ Change Order
❑ Prints ❑ Samples ❑ Copy of Letter ❑ Reports
❑ Other:
Copies
Date
Rev.
Description
1
One original and one copy of the Fast Track Sewer System Extension
Application and supporting documents
7/12/18
$480.00 application fee (check #011212) payable to NCDEQ
1
5/23/18
Professional Engineer's Certification signed, sealed and dated
1
5/30/18
Applicant's certification signed
1
6/15/18
Completed and executed FTSE 04-16
1
6/15/18
Lincoln County flow acceptance letter
1
2/1/17
NCDEQ Residential Flow Reduction to Killian Creek WWTP
1
USGS and Vicinity Maps
Action'
❑ Approved
❑ Approved As Noted
® For Approval
❑ Other:
❑ Correct and Resubmit
❑ File
❑ As Requested
❑ Resubmit_ Copies
❑ Return_ Copy/Copies
❑ Review and Comment

1 AMERICAN
Engineering
Mailing Method:
❑ U.S. Postal Service
❑ Certified/Registered Mail
❑ Other:
Comments:
American Engineering Associates -Southeast, PA.
8008 Corporate Center Drive, Suite 110
Charlotte, INC 28226
Office: 704.375.2438
www.american-ea.com
❑ Courier/Hand Delivery ❑ FedEx Priority Overnight ❑ FedEx 2 -Day Delivery
❑ United Parcel Service (UPS) ® FedEx Standard Overnight ❑ 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 aprivate sewer main from an existing manhole owned by
Lincoln County. The new gravity sewer main and manholes will be installed
by Prestige Corporate Development and owned by the association

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:(tokcompletedbyDWR)
All items must be completed or the annlication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Prestige Corporate Development. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: per ISA NCAC 02T.0106fb1tDENR/DWR
Title: _ TI�'{.1N 131 q 1
4. Applicant's mailing address: 21000 Torrence Chapel Road: Suite 100 JUL 18 2018
City: Comelius State: NC Zip: 28031-_ WOROS
5. Applicant's contact information: MOORESVILLE REGIONAL OFFICE
Phone number: [phone] Email Address: steve(@Vcdllc.net
IL PROJECT INFORMATION:
1. Project name: Rivereross Apartments Off Site Roadway Improvements
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQDO_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Lincoln
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.467997° Longitude: -80.995463°
5. Parcel ID (if applicable): 4602495449 & 4603508046
(or Parcel ID to closest downstream sewer)
Ili. CONSULTANT INFORMATION:
1. Professional Engineer: Barry Fav License Number: 33046
Finn: American Engineering Associates
Mailing address: 8008 Corporate Center Drive: Suite 110
City: Charlotte State: NC Zip: 28226-
Phone number. 704 375-2438 Email Address: bI`hv(cr)ameriean-ea.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Killian Creek W WTP Pennit Number: NCO088722
Owner Name: Lincoln County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection Svstem Permit Numbed (if applicable).WQCS00149
Owner Name(s): Lincoln County
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DFM been attached?
❑ Yes ❑No ®N/A
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) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial _%Commercial
_ % Industrial (See I SA NCAC 02T.0 103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T.01 14(fl? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(tll
Daily Design Flow' °
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
GPD
a See ISA NCAC 02T.01 14(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. 42A4.
b Per 15A NCAC 02T.0 I 14(c), design flow rates for establishments not identified [in table 1 SA NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per ISA NCAC 02T.01 14
➢ 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
❑ Flow has already been allocated in Pemnit Number: _
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1437 pvc
D Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MAC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) —02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 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 _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T.030501)(11:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
"r Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 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 stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX, SETBACKS& SEPARATIONS —(02B.0200& I SANCACO2T.0305(f)):
I. Does the project comply with all separations found in 15A NCAC 021.0305(f) & (tt) ® Yes ❑ No
I SA NCAC 01T.0305(f) contains minimum seoarations that shall be provided for sewer systems:
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 -1 waters of Class I or
Class If impounded reservoirs used as a source of drinkin v. water
100 feet
**Waters classified WS (except WS -1 or WS -V), B, SA, ORW, HQW, or SB from normal
hiph water or tide elevation and wetlands see item 1X.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
An buildin foundation
5 feet
An basement
10 feet
Tor, 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(e) contains alternatives where separations in T.0305 cannot be achieved.
i **Stream classifications can be identified using the Division's NC Surface Water Classifications webmage
9 If noncompliance with 02T 0305(f) or (u). 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 dra0 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
i 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 0 Yes ❑ No ❑ N/A
Y This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Pennittin Bg ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per ISA 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 pennit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stomtwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per I SA NCAC 02T.0402, "high-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streantbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
Y
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 perm ittee o r 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:
1. Does the submitted system comply with ISA NCAC 02T, the Minimum Design Criteria for [lie Permitting of Pumn Stations
and Force Mains (latest versionl. and the Gravity Sewer Minimum Desitin Criteria (latest versionl as applicable?
® Yes ❑ No
ifNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14)and supporting documents for
review. Approval of the rettuest is reaubed prior to submittal of the Fast Track Aunlicntion and sunnortine documents.
2. Professional Engineer's Certification:
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, rind all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge (lie 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 143-215,613, any person who knowingly makes any false
statement, representation, or certification in any application package shell be guj�tj 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 tt ation.,*4W. ern.
North Carolina Professional Engineer's seal, signature, and date:
33046-
'•
3, Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
& title from Application item 1.3.)
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. l 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. 1 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 and314 215.66, any person who knowingly makes any false
statement, representat , or ertification In any application package shall be guilty of a Class 2 misdemeanor, which may
include it fine not t exceed 0,000 as well as civil penalties up to $25,000 per violation.
Signature: a Date: 15 no
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
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 far 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
Killian Creek WWTP
b. WWTP Facility Permit #: NCO088722
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
It. Percent of permitted flow used
All flows are in MGD
3.35
1.515
1.124
0.000
2.694
80.42%
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 / p0, 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 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): Lincoln County Sewer System
Downstream Permit Number: WQCS00149
Page 1 of 6
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.
Page 2 of 6
6.15'.2-<,te
Date
FTSE 04-16

J
COUNTY OF LINCOLN, NORTH CAROLINA
�b r 1 15 WEST MAIN STREET, 2RD FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
1WMAINCOLN000NTY.ORG
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 tine terms and conditions below:
1. The amount of flow requested for the Project is for 0 Units with a total flow of 0 gallons pet
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 W WTP,
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 Permittee 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. Approval of the 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 tine water and sewer system
proposed by the Wildbrook Subdivision — Phases IA and 113, 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,
C`hticKing
Engineering Associate
Cc: File

USGS Topographic Map
Portion of HICKS CROSSROADS QUADRANGLE — 7.5 Minute Series