WQ0038073_Regional Office Historical File Pre 2018

Mr. James K.wasnowski
Crescent Acquisitions, C.
227 West Trade Street
Charlotte, NC 28202
PAT MCCRORY
Governor
DONALD Ft, VAN DER VAART
October 13, 2015.
Subject: Permit. No. WQ0038073
Stonewall Station
Gravity Sewers, Pump Stations, and Force
Mecklenburg County
in permit
Dear Mr. Kwasnowaski:
In accordance with your application received October 8, 2015,we are forwarding herewith Permit No.
WQ0038073 dated October 13, 2015 to Crescent Acquisitions, 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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.
Condition IL1: 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 inpenalties 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
hoard.
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 1.50B 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.
610 East Center Avenue, Suite'301, Mooresville, North Carolina 28115
Phone: [phone] \ Internet. +invw,ncdenr.gov
An Equal Opportunity \ Affirmative Action Employer - Made in part by recycled paper

Stonewall Station
Permit No, WQ0038073
If you need additional information concerning this matter, please contact. O'uvia at 704) 2
via e-mail at ori.tuvia ancdenr.gov.
Sincerely,
by Michael I.,. Parker, Regional pervior
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Marc Momsen, P,E. (e-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

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
Crescent Acquisitions, LLC.
Mecklenburg County
for the construction and operation of approximately 243 linear feet of 16-inch gravity sewer, 180
linear feet of 12-inch gravity sewer, and 328 linear feet of 10-inch gravity sewer, to serve future
development of Stonewall Station, and the discharge of 71,173 gallons per day of collected domestic
wastewater into the Mecklenburg County's existing sewerage system, pursuant to the application
received October 8, 2015, 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 Environment
and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by Michael L. Parker, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038073
Permit Issued: October 13, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Crescent Acquisitions, LLC. is hereby authorized to:
Construct, and then operate upon certification th.e aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water's McAlpine Creek,
Irv/in Creek, and Sugar Creek Regional Wastewater Treatment Facilities in accordance with Perrnit
Number NC0024970, NC0024945, Nc002493 7.
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
applicabl.e; 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, 71,173, 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. [1.5A NCAC 02'1.03 04(b).]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desirefor 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; 1.5A 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.01.10]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1[5A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T ,0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)];
Page 4 of 8

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
maintenanceschedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
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. I C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
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
Page 5 of 8

'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].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 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 problem does not recur. Part 11 of Fonn CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was 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
to the surface waters of the State. [15A NCAC 02T.0108(h)]
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
fuUy executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided 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 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
timeframes, shall be 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, 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
Page 6 of 8

rr
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 bedone 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; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8 .

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Crescent Acquisitions, LLC.
PERMIT #: WQ0038073
PROJECT: Stonewall Station
ISSUE DATE: October 13, 2015
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 to the Regional Supervisor, Water Quality Regional Operations Section at the address.
noted in thepage 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,
PERM1TTEE'S CE1" TIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements., the Professional, Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional En leer in the State of North Carolina,
having been authorized to observe (El periodically,. E] weekly, LJ full time) the construction of the
project name and location as referenced, above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that -the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal wfsignature & date:
Ej Final E Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
la. Crescent Acquisitions, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. James Kwasnowski, VP Development
Application Number:
(to be completed by DWR)
Signing Official Name and Title (Please review 15A NCAC 2T.0106 (b) for authorized signing officials)
lc. The legal entity who will own this system is:
Individual 0 Federal ❑ Municipality ❑ State/County ❑ Private Partnership Corporation ❑ Other (specify):
© 1d
LL
J
Ci
Z
227 W Trade Street.
Mailing Address
1 f. North Carolina
State
1h. 980-321-6000
Telephone Facsimile
. Project (Facility) Inforr t ltion:
2a. Stonewall Station
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, James Kwasnowski
3b.
le. Charlotte
City
1 g. 28202
1j
Zip Code
E-mail
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
980-321-6198
Phone Number
Project i
edification (of an existing permit
tovQN^QS
Ili'L . R ttiONAL FIt E
3c. jkwasnowski©crescentcomt lunities.cam
E-mail
Modification, Per
No.:
Owner is 0 Public (skip to Item B(3)) ® Private (go to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
( Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Charlotte Water
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McAlpine Creek, Irwin Creek, Sugar Creek
Name of WWTF
5a. City of Charlotte I5b. 24" ® Gravity
Owner of Downstream Sewer IReceiving Sewer Size lEj Force Main
Z 6. The origin of this wastewater is (check all that apply):
7.
Residential Subdivision
El Apartments/Condominiums
Ej Mobile Home Park
❑ School
El Restaurant
0 Office
4b. NC0024970, NC0024945, NC0024937
WWTF Permit No.
c
Permit # of Downstream Sewer (In
Retail (Stores, shopping centers)
Institution
Ej Hospital
Church
Nursing Home
Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 71,173
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
trut*tion F)
100% Domestic/Commercial
% Industrial
(Attach Description)
%© Other
(Attach Descri
gallons per day
ionl
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ 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)
ETA 10-14 APPLICATION Page 4 of 6

2
0
2
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for,
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 requested in
Item 8(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) mustbe supported with actual water or wastewater use;
data in accordance with 15A NCAC 2T .0114 (1).
See City of Charlotte flow acceptance letter attached.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
16
12
10
Length (feet) New Gravity or Additional
Force Main
243 New Gravity
180 New Gravity
328 New Gravity
11, Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
ongitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
(MGD) GPM TDH
1 - permanent generator w/ATS; Force Main Size Force Main Length
e
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Ei Yes 4 No If Yes, permit number of 2nd treatment facility :
(RO — it "yes" to B,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the hilinirnum Design Criteria fothe Penrnittin9 of pump Stations and Force Mains
(latest version), the Gravit Sewer" urn D Critl ria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes Ei 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 1014 APPLICATION Page 5 of 6

14. Have the following permitscertificationsbeen submitted for approval for the system or project to be served?
0
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No
J Yes ❑ No
© Yes ❑ No
® Yes ❑ No
N/A
❑ N/A
N/A
❑ N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (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: ❑ and provide details:
Owner!Permittee's Certification: (Signature of Signing Official and Project. Name)
1, James Kwasnowski, attest that this application for Crescent Communities - Stonewall Station 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. Note: In accordance with North Carolina 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.
l a. _Cyr
Sign Official Signa
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY'
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Marc Momsen ,attest that this application for LandDesign has been reviewed by 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 1 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 143-215.6B, 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. Marc Momsen
Professional Engineer Name
2b. LandDesign
Engineering Firm
2c. 223 North Graham St
Mailing Address
2d. Charlotte
City
2g. 704-333-0325 2h. 704-375-4138
Telephone Facsimile
2e. NC 2f, 28173
State Zip
2i. [e-mail]
E-mail
\\\,e, CAR
NC"PE Seal, Si nature & Date
FTA 10-14 APPLICATION Page 6 of 6

CHARLOTTE
TER
September 11, 2015
Mr, Matthew Grigsby
LandDesign, Inc
223 N Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
CRESCENT UPTOWN
400 E STONEWALL STREET, CHARLOTTE NC
CLTWATER TRACKING# 600-15-600
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water agrees to accept the gravity sewage flow of 71,173 gallons per day (450 apartment units
x 135 god/unit: 16 employee office space x 25 gpd/employee, 4,645 ft2 fitness center x 50 gpd/100 ft';
7,600 ft2 retail space x 100 gpd/1,000 ft': 43,000 ft2 retail w food prep x 130 gpd/1,000 ft2; 27 seat cafe x
50 gpd/100 ft2) from this project for transmission to the Sugar Creek Wastewater Treatment Plant;
NPDES permit number NC0024937, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works, Please see attached NC DENR flow
tracking form.
Charlotte Water 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 NC DENR, However, Charlotte
Water cannot guarantee a constant pressure or quality of flow.
Charlotte Water does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies and
continuing growth of the water and sewer system, the ability to provide service for future projects cannot
be guaranteed nor reserved. Connection to the Charlotte Water 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; and payment for any service connection(s) have not been received
within (1) year of issuance of this flow acceptance, this flow acceptance approval shall be rescinded and
a new flow a ce tance request must be made. If you have any questions, please do not hesitate to
contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Page 1 of 1
Charlotte Water 700 N, Tryon St„ Charlotte, NC 28202 chaiiottewater .o!g
Operated by the City of Charlotte

1)MsIon of ihtiter R.cs a ces
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Landnesian
Project Name for which flow is being requested:
Crescent Uptown
More than one FTSE may be required for a single project if the of i+ner of the WWTP is not responsible for all primp
stations along the route of the proposed ii'asleirater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Narne: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #:
NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
9.944
67.430
0.071
77.374
78.2%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,` (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* 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 (pi) 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 < 4.
Page 1 of 6
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Date: C9/94,117
Project Pi; 1014117
Skiers a:
N- I
STONEWALL STATION
CRESCENT COMMUNITIES
CHARLO11E, NC
NCDENR TOPOGRAPHIC MAP

urban design planning civil engineering branding landscape architecture
October 7, 2015
Mooresville Regional DENR Office
Division of Water Quality
610 E. Center Ave,
Mooresville, NC 28301
RE: Stonewall Station
LandDesign PN_:1014117
Dear Sir/Madam,
RECEIVEDINCDENROVVR
+w o os
MOORESViLLe W G ONAL OF "
�""CE
Crescent Acquisitions, LLC is in the process of developing and constructing a multi -use facility
on - 5 38 Acres in Uptown Charlotte, It will be served by 243 If of 16" PVC, 180 If of 12" PVC and
328 If of 10" pvc. We are estimating 71,173 gallons per day of gravity sewage. Attached is a
letter from CMUD agreeing to accept the proposed flow, Also attached are maps, FTA-10-14
form, and a check for $480.
We respectfully request your review and welcome any questions or comments. Thank you for
your assistance with this project. Please feel free to contact me directly via telephone at
704,333,0325 or email at mmomsen@landdesign..conn should you have any questions and/or
comments.
Respectfully Submitted
Marc Momsen,
LandDesign, Inc.
PO Bo
6
I©Cte, NC 28236.6959 223 North Graham Street Charlotte, NC 28202 V: 70+4.333.0325 F:704.376.8235
Na_'2CYl 3i 14I I7V,17oz. G]" an iuirr ASu.bmitia. 'iWITRANC ME N.R Fast Trick l,Oter.1(kC

Corporations Division Page 1 of 1
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Click Here To:
North Carolina
Eeeine !: marshal! DEPARTMENT aFTHE
Secretary E RETARY OF STATE
PO Boat 2r822 Raleiga, NC 276 -t 22 (9f9)807-2Oth
Account
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View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Crescent Acquisitions, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1220668
Current -Active
Current
Foreign
9/9/2011
December
DE
CT Corporation System
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957
150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957
227 W Trade St Ste 1000
Charlotte, NC 28202
227 W Trade St Ste 1000
Charlotte, NC 28202
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20,
Sole Member: Crescent Communities, LLC
227 W Trade St Ste 1000
Charlotte NC 28202
http://www.seeretary.state.nc.us/Search/profcorp/9 83 0042
10/9/2015

y
Central Files: APS _ SWP
10/13/2015
Permit Number WQ0038073 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
71,173
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Stonewall Station Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Crescent Asquisitions LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
James Kwasnowski
227 W Trade St
Charlotte
NC 28202
Orig Issue
10/13/2015
App Received
10/8/2015
Draft Initiated
Scheduled
issuance Public Notice Issue Effective
10/13/2015 10/13/2015
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Retail
Wastewater collection
Outfali
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin