WQ0038525_Regional Office Historical File Pre 2018

Water Resources
ENVIR©NMENTAF. QUAL TY
June 10, 2016
Brad Parker, Managing Member
Whitehall Crossing Apartments, LLC
14120 Ballantyne Corp Place, Suite 575
Charlotte, NC 28277
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
D,rrcror
Subject: Permit No. WQ0038525
Whitehall Crossing Apartments, LLC
Whitehall Crossing
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Parker:
In accordance with your application received June 2, 2016, we are forwarding herewith Permit No.
WQ0038525 dated June 10, 2016, to Whitehall Crossing Apartments, 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be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 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.
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.
State ofNorth Carolina I Eavirorranental Quality i4 Water Resources I Water Quality Regional l
Mooresville Re v onal ptEiccj 610 East Center Avenue, Suite 301 I Mooresville, North Caroli
704 663 1649

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
a- by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Brian D. Smith, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
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
Whitehall Crossing Apartments, LLC
Mecklenburg County
for the construction and operation of approximately 678 linear feet of 8-inch gravity sewer to serve_96
apartment units as part of the Whitehall Crossing project, and the discharge of 12,960 gallons per day of
collected domestic .wastewater into the 'Charlotte Water existing sewerage system, pursuant to the
application received June-2, 2016, 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 .approve d 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
cone itionand limitations contained therein.
Fay by W. Corey Basinger, Regional Supervisor.
'Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ _
Permit Number: - WQ0038525
Permit Issued: June 10, 2016
Page-3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Whitehall Crossing Apartments, 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 Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 12,960 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. 115A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Whitehall Crossing Apartments, LLC
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(h)]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a 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 be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.011o)
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
Page 4 of 8

I
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as 'required by North Carolina
• General Statute §143-215.1C.
h.
A Grease Control Program is in place as follows:
1.
2.
3.
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.
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.
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 fora 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 toknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such an mechanical or electrical failures of pumps, line
blockage orbreakage, etc.;or
b. Any 5SDand/or spill over 1,OQOgallons; 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 a1telephone number(8O0) 858-8368 or(919) 733'3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-SSO (or the most current Division approved harrn) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken prproposed 1obetaken to
ensure that the problem does not recur. Part OnfForm [3'55O(or the most current Division approved
form) can also becompleted tmshow that the SSOwas beyond control. [G.S.143'215.1C(a1}]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tothe surface waters ofthe State. [1SANCACO2T.0l08(b)]
7. Upon completion ofconstruction and prior tnoperation ofthese permitted facilities, the completed
Engineering Certification form attached to this permitshall be submitted with the required supporting
documents to the address provided on the form. Acornp|ete certification is one where the form is
fully executed and the supporting documents are, provided asapplicable. 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 Pe,mi11ee to
appropriate, enforcement
^actions.
ifthe permit bsissued to aprivate entity with mmOperational Agreement, then copy mfthe 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.
Acomplete certification isone where the form isfully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. one copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b` One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet vxm|\, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If 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
t|nneframms,shall beprovided.
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.F[15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
• Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the. Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to`the licensing. board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)] "
11.. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)] " '
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Whitehall Crossing Apartments, LLC
VVO0O3HS2S
Whitehall Crossing
June 10lI016
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 atthe bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pennittee to
appropriate enforcement actions. The Pennit1ee is responsible for tracking all partial certifications up
until afinal certification isreceived. AFinal Certification shall beacomplete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
tnthe applicable standards 8k 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 nrportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
1, _ , as duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe dF] pmrkodioe|k\ F—| 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; lSA N[ACQ2T; the
Division of Water Resources' (Division) Gravity Sewer K8ininnunn 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 1'2Q[N'as applicable; and other supporting materials.
North Carolina Professional Engineer's Sea[ w/signature &date:
F—Finna|
Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State ^xNorth Carolina | Environmental Quality | Water mesv=""|Water Quality Regional Operations
Mooresville Regional mncoomEast Center Avenue, Suite m1\Mooresville, North Carolina m/n

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1. Owner/Permittee:
la. Whitehall Crossing Apartments, LLC.
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Brad Parker, Managing Member
Application Number:
(to be completed by DWR)
Signing Official Name and Title (Please review 1 A NCAC 2T .0106 (b) for authorized signing offici
The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County 0 Private PartnershipCo
o ld. 14120 Ballantyne Corp Place, Suite 575
U. Mailing Address
NC
Z State
O lh. 980-318-5000
1 i. 980-318-5005
Telephone Facsimile
2. Project (Facility) Information:
2a. Whitehall Crossing
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Brian Smith, P.E., Urban Design Partners
le. Charlotte
City
lg. 28277
Zip Code
[e-mail]
E-mail
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-334-3303
Phone Number
2. Owner is 0 Public (skip to Item B(3))
an existing permit
3c. brian@urbandesignpa
E-mail
cation, Penn
Private (go to Item 2(a))
2a. If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc
Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to item B(2b))
3. Charlotte Water
ners .com
2b. If sold, facilities owned by a (must choose one)
or ❑ Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Ins
u
ion E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McAlpine Creek WWTP
Name of WWTF
5a. Charlotte Water
Owner of Downstream Sewer
5b. 8
Receiving
Z 6. The origin of this wastewater is (check all
❑ Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
❑ School
0 Restaurant
❑ Office
7.
4b. NC0024970
Gravity ,tic.
Sewer Size ❑ Force Main
that apply):
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
ID Other (specify):
Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
WWTF Permit No.
Permit # of Downstream Sewer (Instruction F)
100% Domestic/Commercial
Industrial
(Attach Description)
% Other
(Attach Description)
12,960 gallons per day
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent pet
0 Flow has already been allocated in Permit No..
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T.0303 to determine if a permit is required)
hat connect to this line
FTA 10-14 APPLICATION
Page 4 of 6

Provide the wastewater flow calculations used in determining the permitted flbikiiiireadrdalxder ttk=
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wa
data in accordance with 15A NCAC 2T .0114 (f).
96 apartment units x 135 gpd/unit = 12,960 gpd
0. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
T,Q1' 4 for
quested in
tewater use
Gravity or Additional
Force Main
678 New Gravity
of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary
ump Station Location ID: (self -chosen - as shown on plans/map for reference)
ongitude: Latitude:
Design Flow
(MGD)
Pump Station Location ID:
Power Reliability Option
- permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator w1MTS
ongitude: Lati
Design Flow
(MGD)
Operational Poin
GPM @TDH
(self chosen - as shown on plans/map for reference)
ude:
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 portable generator w/MTS
2. VLrill the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes ® No If Yes, permit number of 2`°d treatment facility
RO — if"yes" to B,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Design Criteria forthe Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes 0 No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 14-14 APP'f,1CATI©N
Page 5 of 6

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes D No N/A
Sedimentation and Erosion Control Plan? ili Yes 0 No 0 N/A
Trout Buffer Waiver? 0 Yes D No N/A
Stormwater? i4 Yes 0 No D N/A
15. Does this project include any high priority lines (15A N AC 02T ,O4O2 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details:
1, Owner/Permittee's Certification: (Signature of Signing Official and Project Name
la.
1, Brad Parker, attest that this application for Whitehall Crossing 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 0 being
returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215,68, any
person who knowingly makes a_g -falgegaie-rrie presentation, or certification in any application shall be guilty of a
Class 2 misdemeanor, whiplrma include a fine noto exceed $10,000 as well as civil penalties up to $25,000 per
violation.
Signing Offici
Date
ENGINEEIN DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, tSE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(1) TO 0 HER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Brian D. Smith ,attest that this application for InVue Security Corporate Office has been reviewed try me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. 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
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed
design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes
any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10, 000 as well as civil penalties up to $25,000 per violation.
2a. Brian D. Smith
Professional Engineer Name
2b. Urban Design Partners
Engineering Firm
2c. 1318-E6 Central Avenue
Mailing Address
2d. Charlotte
2e. NC 21. 28205
City State Zip
2g. 704-334-3303 2h.. 704-334-3305 2i. brian@urbandesignpartners,00m
Telephone
Facsimile E-mail
FTA 10-14 APPLICATION
Page 6 of 6

CHARLOTTE
WLTER
March 3, 2016
Mr. Brad McLean
Greenway Residential
22720 Fairview Center Dr
Suite 150
Fairview Park, OH 44126
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
WHITEHALL CROSSING
W ARROWOOD ROAD, CHARLOTTE NC
CLTWATER TRACKING# 201642
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water (CLTWater) agrees to accept the additional gravity sewage flow of 12,960 gallons per
day (96 apartment units x 135 gpd/unit) from this project 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.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply Management
Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR, However, CLTWater
cannot guarantee a constant pressure or quality of flow.
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
CLTWater and sewer system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance study, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter, this approval shall be rescinded and a new flow
acceptance study must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd; charlotte, NC 28216 chatrewater,org
°p rked by the City ss

Department of Env
mosto„ �t wat<s it,, „,,r,, ,; Flow Tracking/Accept
State of North Carolina
ment and Natural Resources
Division of Water Resources
e for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Greenway f dei39wital
Project Name for which flow is being requested,` Whitkha11 Crossing
More than one F7SE may be required for a single project if the owner oft e WF3'TP is n©t responsible for all pump
stations along the route of the proposed wastewater,flow,
t. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: M ,
b. WWTP Facility Permit #: NC
eek, Irwin Creek, Sugar Cr e k WTI)
24970, NC0024945` NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary o tl
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
T
Ali, flaws are in MGD
to.©S3
69.053
0,012
79,117
79,9%:
1'1. 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) (13) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Finn Flow** Current Avg, Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MOD MGD MGD Flow Capacity***
* The Firm Capacity of any pump st3►titan 1s defined as the ma timum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flaw is the first 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 protect connection point and the WWTP where the Available Capacity is .
Page 1 of 6
FTSE 08-13

II, Certification Statement;
Card. Wilson certify to the best of my knowledge that the addition of
ume of wastewater to be permitted in this project has been evaluated along the route to the
ng 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 av Table data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which l am the responsible party.
Signature of;his form indicates acceptance of this wastewater flow.
Signing Oeta fiae Date
Page 2 of 6
FTSE 0843

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Polaris 3G Map Mecklenburg County, North Carolina
Whitehall Crossing
!This map oreports preparedr he invent°
Uses of this map or report are hereby notified tha
responsibility for the iinformation contained herein,
property wh MeckenbLrg County and is compied
he aforementioned public primary information Sources s
Da
Printed: 5
1/2016
3:44 AM
nrecorded deeds, plats, lax maps, surveys, panmerc maps, and other public records and daa
ld be consulted for verification. Mecklenburg County and its mapping contractors assume no legal

WHITEHALL CROSSING
FAST TRACK APPLICATION
COVER LETTER
PROJECT NO. 15-105
PRI*.PARED BY:
URBAN DESIGN PARTNERS
131 8-E6 CENTRAL AVENUE
CHARLOTTE, NORTH CAROLINA 28205
[phone]

r
WHITEHALL CROSSING
FAST TRACK APPLICATION
COVER LETTER
PROJECT No. 15-105
APPLICANT
Whitehall Crossing Apartments LLC.
Brad Parker
14120 Ballantyne Corp Place
Suite 575
Charlotte, NC 28277
980-318-5000
ENGINEER
Urban Design Partners
Brian D. Smith, P.E.
1318-E6 Central Avenue
Charlotte, NC 28205
704-334-3303
704-334-3305 (fax)
PROJECT LOCATION
The site is located on West Arrowood Road, roughly 1,200-If from the intersection of
West Arrowood Road and South Tryon Street in Charlotte, NC, just north of I-485.
PROJECT DESCRIPTION
Whitehall Crossing Apartments is constructing a multi -family apartment complex, with
four apartment buildings, one leasing office, and a maintenance building. An existing
private sewer main near the southwest driveway entrance will be used to serve the
proposed development.
The sanitary sewer design for this project includes the installation of 13-linear feet of 2-
inch PVC, 49-linear feet of 4-inch PVC, 373-linear feet of 6-inch PVC, 678-linear feet of
8-inch PVC, and 4 proposed manholes. The estimated wastewater flow was calculated
using an average daily flow of 135 gallons per day per apartment. The complex is
expected to have 96 apartment units. The estimated wastewater flow is 12,960 gallons
per day.

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1318 e-6 central avenue P 704,334.3303
charlotte, nc 28205 F 704.334,3305
To: Mooresville Regional Office Date: 6/2/2016
NCDENR Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Project Name: Whitehall Crossing
Project No: 15-105
Transmitted Via:
LJ Overnight
Courier
Ell Hand
Mail
0 Fax.
Action:
For Approval
© For Your Use
© As Requested
For Review & Comment
© For Signature
©ate Description
Cover Letter
Fast Track Application
FTA Fee �,...
Check
Flow Acceptance Letter
USGS Map
Street Map
Comments
This submittal includes all of the documents required for the Fast Track Application.
Please contact me if you have any questions or concerns, Thank you!
Lauren Thomas
Urban Design Partners
704-334-3303 ext. 105
Cc:

Corporations Division
Page 1 of 1
North Carolina
Elaine Marshall
LEFARTM ENT or TFIE
ERE~rARY OF STATE
FO PDX 2€'i322 Rafeioh, NC 27 026-0422 (91s 807-20N
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Whitehall Crossing Apartments, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1442333
Current -Active
Current
Domestic
4/28/2015
January
NC
Parker, Bradley E.
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
15801 Brixham Hill Avenue, Suite 120
Charlotte, NC 28277
15801 Brixham Hill Avenue, Suite 120
Charlotte, NC 28277
15801 Brixham Hill Avenue, Suite 120
Charlotte, NC 28277
15801 Brixham Hill Avenue, Suite 120
Charlotte, NC 28277
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
http://www.sosnc.gov/Search/profcorp/1 0795176
6/3/2016

Central Files: APS — SWP
6/9/2016
Permit Number WQ0038525 Permit Tracking Slip
Program Category Status -Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
12,960 •
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name MaJorlMlnor Region
Whitehall Crossing Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Whitehall Crossing Apartments LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Brad Parker
Managing Member
14120 Ballantyne Corp PI
Charlotte
NC 28277
Orlg Issue
6/912016
App Received Draft Initiated
6/2J2016
Scheduled
Issuance Public Notice Issue Effective
6/10/2016 6/10/2016
Regulated Activities Requested /Received Events
Apartment comprex
Condominium
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

Water Resources
Environmental Quality
December 6, 2017
Mr. Brad Parker, Managing Member
Whitehall Crossing Apartments, LLC
14120 Ballantyne Corp. Place, Suite 575
Charlotte, NC 28277
SUBJECT: Final Engineering Certification
Project: Whitehall Crossing.
Permit No. WQ0038525
Permittee: Whitehall Crossing
County: Mecklenburg
Dear Mr. Parker:
Acknowledgement
Apartments, LLC
1 9
1 ,
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on December 5, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Brian Smith, P.E., (Urban Design Partners, 1318 e-6 Central Avenue, Charlotte, NC 28205)
Central Files
MRO
State of North Carolina) Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Whitehall Crossing Apartments, LLC
PERIVIFF #: WQ0038525
PROJECT: Whitehall Crossing
ISSUE DATE: June 10, 2016
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 ail required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification Is received. A Final Certification 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.
OAN419 L. soka;40eLA_
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
B RI AN SM I T H. P'E. as a duly registered Professional En eer In the State of North Carolina,
having been authorized to observe (El periodically, [1] weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer IViinimum 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:
XI Final D Partial (include description)
oottnP/,,,
SEAL
027890
es:e
Certification Comments/Qualifiers (attach if necessary);
State of North Carolina Emisenstnental Quality Water Resources 1 Water quality Regional Opermiona
Mooresville Regional Officel no East Center Avenue Suite 301 Momsesville, North Carolina 26111
704 663 1699

1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 r 704,334.3 05
urbanctesignpartners.c©rn
Date: December 4, 2017
To: North Carolina Department of Environmental Quality
Water Resources
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Whitehall Crossing
UDP Project No: 15-105
NCDEQ Permit No: WQ0038525
To Whom It May Concern,
The purpose of this letter is to certify that the sanitary sewer main at Whitehall Crossing
successfully passed the required testing on November 6, 2017. The 8-inch PVC pipe (678-If) was
pressure tested at 4 psi for 4 minutes without losing pressure and an 8-inch mandrel was pulled
through the line. Two of the five sewer manholes were vacuum tested at 10-inches of mercury
for 1 minute without losing pressure, The final engineering certification is also included with this
letter.
Brian D. Srniii, P.E.
Partner
Urban Design Partners
tar,ttar='t�tF�:.