WQ0037251_Regional Office Historical File Pre 2018

North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, I11
Governor Secretary
December 12, 2014
Mr. Mark Ambach
Silver Companies - Collection at the Park, LLC
1001 East Telecom Drive
Boca Raton, FL 33431
Subject: Permit No. WQ0037251 Modification
The Park Huntersville - AS1 Multifamily
Wastewater Collection System Extension
Mecklenburg County, NC
Dear Mr. Ambach:
In accordance with your complete application received December 10, 2014, we are forwarding herewith
Permit No. WQ0037251, dated December 12, 2014, to Silver Companies - Collection at the Park, LLC for
the construction and operation of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded, shall replace Permit No. WQ0037251 issued July
29, 2014 and shall be subject to the conditions and limitations as specified therein. This cover letter and
supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
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 responsibility of the Silver Companies - Collection at the Park, LLC 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 1508 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.
1617 Mail Service Center, Raleigh, North Carolina 27699.1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet www.ncwaterResources.orq

V
Mr. Mark Ambach
December 12, 2014
Page Two
if you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
for Thomas A. Reeder
Division of Water Resources
F by Michael L. Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Electronic copy: Mark R. McAuley, P.E.
cc: Mooresville Regional Office, Water Quality Regional Operations Section
Water Resources Central Files
PERCS (e-.copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
Silver Companies - Collection at the Park, LLC
for the construction and operation of approximately 535 linear feet of 6-inch gravity sewer to serve The
Park Huntersville - AS1 Multifamily development, and the discharge of 46,575 gallons per day of
collected domestic wastewater into the McDowell Creek WWTP existing sewerage system, pursuant to
the complete application received December 10, 2014, 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.
Perm issued this he .2`h day of December, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037251

SUPPLEMENT TO PERMIT COVER SHEET
Silver Companies - Collection at the Park, 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 McDowell Creek Wastewater
Treatment Facility prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Resources (Division) 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
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 46,575 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 of Water Resources.

rSTANDARD
CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
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 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 unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
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 as provided in 15A NCAC 2T .0403:
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 beconducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A.NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program' shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.

2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
. Documentation shall be kept for Subparagraphs (a) through (I) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
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 or on the
next working day, 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 55O and/or spill over 1,000 gallons, or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the 55O was beyond
control.
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.
7. Per 1SA NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this 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 thewastewater 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 thesupportingpump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
•
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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. 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.
10.. In the event that the wastewater collection facilities fail to performsatisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediatecorrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities.
. 11. The issuance of this permit shallnot exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
12. The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Silver Companies - Collection at the Park, LLC Permit No. WQ0037251 Modification
Project: The Park Huntersville - AS1 Multifamily — Mecklenburg County Issue Date: 12112/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permil„ regulations or
minimum desi • n criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
1, , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature
Date
ENGINEER'S CERTIFICATION
El Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (El periodically, El weekly, EJ full time) the construction of the subject project
for the 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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use Only:
Flow from this project is tributary to:

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1, Owner/Permittee:
1 a. Silver Companies - Collection at the Park, LLC
Full Legal Name (company, municipality, HOA, utility, etc.
Application Number:
(to be completed by DWRj
C ib. Mr, Mark Ambach - President
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)
The e_9 entity who will own this system is:
1c. ❑ nldivd al❑ Federal ❑ Mun copality ❑ StatefCounty ❑ Private Partnership Corporation ❑ Other (specify):
O 1d. 1001 East Telecom Drive
LL. Mailing Address
2 1f. Florida
State
O 1 h. 561-981-5252 10. N/A
Telephone Facsimile
2. Project (Facility) Information::
2a, The Park Huntersville -AS1 Multifamily
Brief Project Name (permit will refer to this na
Contact Person:
Q
3a. Mark R. McAuley, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
or author
zed signing officials)
z
0
LL 6. The origin of thi
3b. 704-971-4533
Phone Number
Project is ❑ New
le, Boca Raton
City
lg. 33431
Zip Code
1j. mambach@sliverco,com
E-mail
2b. Mecklenburg
County Where Project is Located
stone.com
ion (of an existing permit) If Modification, Permit No.: WQ0037251
Owner is ❑ Public (skip to Item B(3)) Private (go to Item 2(a))
If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to item B(3))
❑ Selling units (lots, townhomes, etc, - go to Item B(2b))
Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Projec
4b. NC0036277 7
2b. If sold, facilities owned by a (must choose one)
Ej Public Utility (Instruction D)
Homeowner Assoc./Developer (Instruction E)
a. McDowell Creek Wastewater Treatement Plant
Name of WWTF
hariotte-Mecklenburg Utilities5b. 8"
nstream Sewer Receiving Sewer Size
is (check all that apply)„
WWTF Permit No,
❑ Residential Subdivision
�* Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
Gravity 50_ NC00036277
Force Main ; Permit # of Downstream Sewer (Instruction F)
❑ Retail (Stores, shopping centers)
❑ Institution
Q Hospital
❑ Church
❑ Nursing Home
© Other (specify):,,
100% Domestic/Commercial
% Industrial
(Attach Description)
°/a Other
(Attach Description)
7. Volume of wastewater to be allocated or permitted for this particular project: 0 . gallons per day
"Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
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. WQ0037251
Rehabilitation or replacement of existing sewer with no new low expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION
Page 4 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 1A Nt AC 2T .CIt 14 for
the value in Item B(7) AND/ON the design flow for fine 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) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (t).
See calculations allocated in Permit No. WQ0037251, no additional flow will be added with modification.
Summary of Sewer Lines to be Permitted (attach additional sheets if races
Size (inches)
Length (feet)
+/- 535
t 1. Summary of Pump Stations wl associated Force Mains to be Perrnitt
Pump Station Location ID:
° LL
Longitude:
Pump Station Location ID:
Longitude:
Design Flow
(MOD)
Operational Poin
GPM @TDH
Operational Point
GPM $TDH
112. Will fire wastewater flow in the pr
Gravity or Addibo
Force Main
Gravity N._.�.
ditional sheets as necessary)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
- permanent generator wWATS; Force Main Size Force Main Length.
2 - portable generator w/MTS
(self chosen - as shown on pianslmap for reference)
Latitude:
Power Reliability Opiion
- permanent generator wWATS; Force Main Size
2 - portable generator wIMTS
lines or pump stations be able to be directed to an
,j YesNo If Yes, permit number of 2"a treatment facility
(RO — if -yea' to 8,12 pi se contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minim Design Criteria for the Permitting of Pump Stations and Force Mainq
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NQAC Chapter 2T as applicable?
Yes © No If No, please reference the pertinent minimum design criteria or regulation and Indicate why a
variance is requested. SUBMIT Two COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
Force Main Length
FTA 08-13 APPLICATION
Page 5 of 6

114. Have the following
units/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A
Sedimentation and Erosion Control Plan? ►i Yes 0 No 0 N/A
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? Yes © No 0 N/A
J15, Does this project include any high priority lines (15A NCAC 02T .Q4Q2J2}) involve aerial lines, siphons, or interference
manholes)? These lines will be considered hirrh priority and must be checked once every six months
Check if Yes: 0 and provide details:
Owner/Permittee"s Certification: (Signature of Signing Official and Project Name)
1, Mark Ambach, attest that this application for The Park H4ntersville - AS1 Multifamily 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 attachrnents are not included, this application package is
subject to being returned as income Note: In accordance with North Carolina General Statutes 143-215.6A and 143-
215.68, any person who knowingly ekes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdeme hich may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRiOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENT'S MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Mark R. McAuley ,attest that this application for The Park Huntersville - AS1 Multifamily has been reviewed by me
and is accurate, complete and consistent with the information in the engineering plans, calculations, and ail 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, 2900 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 shell 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, 0©0 per violation.
2a, Mark R. McAuley, P.E.
Professional Engineer Name
2b. ColeJenest & Stone
Engineering Firm
2c. 200 S. Tryon Street, Suite 1400
Mailing Address
2d. Charlotte
City
2g. 704-971-4533 2h, 704-376-7851
Telephone Facsimile
2e. NC 2f. 28202
State Zip
2i
mmcauleycolejene
NC PE Seal, Signature &, Date
FTA 08-i3 APPLICATION
Page 6 of 6

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
October 1, 2014
Mr Robert Hayes
ColeJenest & Stone
200 South Tryon Street
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER FLOW ACCEPTANCE
THE PARK AS1
PARCEL# 017-169-01
C-MU TRACKING# 600-14-071
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that:
Charlotte -Mecklenburg Utility Department (C-MUD) agrees to furnish 48,358 gallons per day (345
apartment units x 135 gpdfunit; 46 person pool x 10 gpdiperson, 3 employee office x 25 god/person;
2,496 ft fitness center x 50 gpd/100 ft2) of 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, C-MUD cannot guarantee a constant pressure or quality of flow,
C-MUD does not expect any of the above conditions to preclude water service to the subject site,
However, the applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed nor
reserved, Connection to the C:MUljsysLernjsaccepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water 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, this flow acceptance approval shall be rescinded and a new flow acceptance request
must be made, If you have any questions, please do not hesitate to contact me at [phone],
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT www.cmutilities.com
Engineering Division Installation & Development Services 700 North Tryon Street
Charlotte, NC 28202
Ph 704/432-5801
7,141.41.1 LaortA

4;9 State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: ColeJenest & Stone
ProjectName for which flow is being requested: The Park - AS1
More than one FTSE-1 0/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mcnowell Creek WWTP
b. WWTP Facility Permit #: NCoo36277
All flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 0.465
e. WWTP facility's actual avg. flow 4.79
f. Total flow for this specific request 0.0465
g. Total actual and obligated flows to the facility 5.100
h. Percent of permitted flow used 4 2.5
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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Cgtification Statement:
1, C- rrq, s k2Or r . , certify that, to the best of my knowledge, the addition of the
volume ofwastewater 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 norrnal circumstances. 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 11 for which I am the responsible party. Signature of this form indicates
accept jnee of this)w4ewater flow. 6/2J/2i
Signing Official Signature Date

ColeJenest
& Stone
Land Plannrun
Landscape Architecture
Civil Engineering
Urban Design
200 Song! Tryon Street
Suite 1400
Charlotte
North Carolina
28202
Tel [phone]
Fax [phone]
Email [e-mail]
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TORRENCE CREEK
ColeJenest
& Stone
THE PARK HUNTERSVILLE -
AS1 MULTI -FAMILY
SILVER
COMPANIES
Prof. No.4233
Issued 07.10.14
PUBLIC SAN. SWR. SYSTEM TO
BE TREATED AT MCD©WELL
CREEK WASTEWATER
TREATMENT PLAN
PERMIT #: N000036277
USGS Topographic Map
SCALE: 1" = 500'
0 250° 500' 1000'

Corporations Division Page 1 of 1
•
Click Here To:
North Carolina
seine F Marshal) DEPARTMENT OF' THE
Secretary ECRET RYOF STATE
PO Box 25C22 Rifet , NC 276264522 (91-9 & 7-2OOg
Account
Login
Register
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: The Collection at the Park, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1338627
Current -Active
Current
Foreign
9/18/2013
December
FL
Corporation Service Company
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
1001 E Telecom Dr.
Boca Raton, FL 33431-4422
1001 E Telecom Dr.
Boca Raton, FL 33431-4422
327 Hillsborough Street
Raleigh, NC 27603-1725
327 Hillsborough Street
Raleigh, NC 27603-1725
Company Officials
General Manager:
Silver Capital Advisors, Inc.
1001 E. Telecom Drive
Boca Raton FL 33431
http://www.secretary.state.nc.us/Search/profcorp/10342730
12/5/2014

ATA
NCPENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder • John E. Skvarla,111
Governor Director Secretary
OW, l , 2014
iuor s,rn!'Q-�'i�s
JoDl R 1-eA.tr.on-if v�
f�DGa� ttia`•�'1, t'l .531
Dear Mr./Ids'. A mbar-h
Subject: Fast Track Appl'ca� eturn�l v
Project Name:
�} )G�j . County, North Carolina
The Division of Water Resources, Mooresville Regional Office received your Fast Track sewer application on
. During an initial review of your application, your application was determined to be incomplete.
Therefore, your application is being returned in accordance with 15A NCAC 02T .0107 (b)(1). Please
complete/correct the following deficiencies:
CI
Application submitted on incorrect or outdated forms. Form(s):
Corporation is not listed with the State of North Carolina as required by 15A NCAC 02T .106.
Application was submitted without a processing fee or with an incorrect processing fee as required
by 15A NCAC 02T .105
Application did not contain a Flow Tracking Form (FTSE.08/13) as required by 15A NCAC 02T
.0304 (b).
Application did not contain the correct number of copies as required by 15A NCAC 02T .0105
(c)(1).
Application failed to include general location map as required by 15A NCAC 02T .0105 (c)(5).
Application (Section A, line Ib.) was not signed by an authorized representative in accordance with
15A NCAC 2T .0106 (b).
Application failed to include properly executed Homeowners/Developers Operational Agreement
as required by 15A NCAC 02T .0115 (a).
The enclosed Homeowners/Developers Operational Agreement is outdated. Form
is the most current and can be downloaded from this link on the Division's web site:
http://portal.nedenr.org/web/wq/swp/ps/cs/ext
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1-677-623-6748

A response to the above comments is required in order to proceed with a review of the application
and issuance of the permit, If a complete response is not received within 30 days, the application and
supporting documents will be returned to you in accordance with 15A NCAC 02T.0107(e)(2). Please
include a copy of this letter with your resubmittal.
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is found to be technically deficient, additional
information may be required or the package may be returned again. For a listing of the correct forms and
instructions please visit: http://portal.ncdenr.org/webiwq/swp/ps/cs/ext.
If you have any questions regarding this matter, please contact this Office at 704-663-1699.
Sincerely,
f
Michael L. Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
cc: RO File
PERCS Files (e-copy)
Enclosure: Fast Track Sewer Extension Application

e est
ne
Shaping the Envieurimeni.
Realezinq the Possibditics
Tryon Street, S.Uite a400 Cha rl otte, NC 28202
7 o 4 :3, 76 5 5 5 , 0 4 3 76 7 85 , . Celej n t stog co
Date: December 3, 2014
Reference: 4233,01 — The Park Huntersville AS1 — Multifamily
Attention: Mr, Samar Bou-Ghazale
Company:
We Are
Transmitting:
Transmitted
Via;
North Carolina Department of Environment and
Natural Resources (NCDENR)
Division of Water Quality
Mooresville Regional Office
610 East Center Avenue
Mooresville, North Carolina 28115
Copies
2
2
2
2
Dated
11/17/14
11/14/14
12/2/14
07/08/13
06/14/13
Chadotte
RaleFgh
TRANSMITTAL
Tel: [phone]
Herewith LI Under Separate Cover
Description
Project Permit Modification Narrative
NCDENR Fast Track Application — Modification to
Existing Permit No. WQ0037251
Check # 1256 (Fee: $480.00)
Water and Sewer Flow Acceptance Letter
Flow Assumptions Calculations
2
El Mail
07/10/14
USGS Topographic Map
El Overnight
Courier
0 Hand Delivery
El For Approval El For Your Use El As Requested
El Pick -Up
El For Review
Remarks: Please see the attached Modification to Fast -Track Application Permit No,
VVQ0037251,
By;
cc:
Kindly call our office with any questions or comments,
Thank you.
Tyson E. Corley, El
sac
Attachments
Mr, Mark Ambach — SC
Mr, Mark R. McAuley, PE, LEED AP BD-I-C — CJS
Mr, Casey P. Werner, El - CJS

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December O3.2Q14
North Carolina Department ofEnvironment
and Natural Resources (NCDENR)
Division cfWater Quality
Mooresville Regional Office
Water Quality Section
81OEast Center Avenue
Mooresville, North Carolina 28115
Re: 4233.01 The Park HuntaravUe AS1 - Multi -Family
WCOENRPermit No. VVQQO37251
To whom it may concern:
0mmote
We are submitting a modification to a previously approved Fast -Track Application
(NCDENR Permit No, WQ0037251) for the Park Huntersville AS1 - Multi -Family project
located in The Park HunboroviUe. in HunteruviUe. NC, The site will consist primarily of
public sanitary sewer which has been approved by the Charlotte Mecklenburg Utility
Departmeot(CPNUD), There are two (3)proposed private sanitary systems. One
system remains unchanged from the permit previously submitted to NCDENR. This
system is0obelocated inthe northeast corner ofthe parcel and support two (2)
carriage houses. This system will consist of 6" private PVC sanitary sewer line at
approximately 12GLF The second private system will belocated inthe southwest
corner ofthe parcel and will support the carriage house, and three (3)proposed
buildings (Site Building #5.6.and 7) The system will consist ofa 6"private PVC
sanitary sewer line at approximately 409LF. All private sanitary sewer lines were
designed in accordance with the applicable regulations, Gravity Sewer Minimum Design
Criteria for Gravity Sewers, The system in the northeast corner facilities will de -in to the
proposed public system and the system in the southwest corner will tie-in directly to
existing public sewer system, both mfwhich have now been reviewed and approved by
CMUO. Please refer to the modification application and NCDENR Permit No.
VVQO037251documents for any inquires.
Please let usknow ifyou require any additional information.
Best regards,
C0LEJENEST&STONE, P.A.
Tyson E.Corley, E|
sac
p oemR Se.aff"urm" App�aitan M"mfic"t�o"o~"°arm=

Permit Number WQ0037251
Central Files: APS — SWP
12/12/2014
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
michaei.parker
Coastal SWRu1e
Permitted Flow
46,575
Facility
Status
Active
Project Type
Major modification
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
Facility Name
The Park Huntersville - AS1 Multifamily
Location Address
Owner
INajorfMlnor
Minor
Facility Contact Aftiliation
Region
Mooresville
County
Mecklenburg
Owner Name
The Collection at the Park LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Mark Ambach
1001 E Telecom Dr
Boca Raton
FL 33431
Orig Issue
7/29/2014
App Received
12/10/2014
Regulated Activities
Draft Initiated
Scheduled
Issuance
Apartment complex
Condominium
Wastewater collection
Outfall
Public Notice Issue
12/12/2014
Requested /Received Events
Effective
12/12/2014
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class
Subbasin

PAT MCCRORY
Governor
Water Resources
ENVIRONMENTAL QUALITY
As built check list (reference 2T .0300)
Reviewed By: Barry Love
Review Date: 06/13/2016
Project Name: The Park Huntersville — AS1 Multifamily
WQ#: WQ0037251 Modification
DONALD R. VAN DER VAART
Seerckav
S. JAY ZIMMERMAN
DoeUor
1) As -built has been signed, sealed, and dated by an N.C. PE ® Yes ❑ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ® Yes in No ❑ N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ['Yes ❑ No ® N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version), Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). ® Yes n No ❑ N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
0 Applicant must submit TWO copies of the plans, specifications, and calculations
© Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) ❑ Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original length of pipe — As built length I / Original length) < 10%. ® Yes ❑ No
If no application need to be modified
State of North Carolina I Environmental Quality I Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 6631699

Water Resources
EttVtRONMENTAL QUALITY
June 14, 2016
Mr. Mark Ambach
Silver Companies — Collection at the Park, LLC
1001 East Telecom Drive
Boca Raton, FL 33431
SUBJECT: Final Engineering Certification Acknowledgement
Project: The Park Huntersville — AS1 Multifamily
Permit No. WQ0037251 Modification
Permittee: Silver Companies — Collection at the Park, LLC
County: Mecklenburg
Dear Mr. Ambach:
ram, PAT MCCRORY
itios cowmor
D�Mt'VAN DER VAART
secrekny
S. JAY ZIMMERMAN
Dor tt,:.r
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on June 13, 2016.
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 fiull 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 penult is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.orgiwebiwq/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: Mr. Mark R. McAuley, P.E.(Cole Jenest & Stone, 200 South Tryon Street, Suite 1400,
Charlotte, NC 28202)
Central Files
MRO
State of North Carolina I Environmental Quality I Water Resources
610 E, Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Internet MAYwAccierorlov

FAST'R.±# .K ENGINEERING iCERTIFICATION
Permittee: Charlotte -Mecklenburg Schools CF'FiC ermtt No. 00037481
Project: Nations Ford Elementary School — Mecklenburg County
ate: 1210812014
Complete and submit Ihis form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should be clear on the plans or on digital media (CC or DVD
disk) in pdf format, Record drawings should Indicate the design and the marked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
�► Changes to the project should be clearly identified on the record drawings or In written summary form, Permit
medfficattona are required for any ctimees resuft(na jg non-oomollance with this permit. reauletions or
im riirnurn design crttersa. Moatift ttons shauid rttficatltsr .
This project shall not be considered complete nor allowed to operate until the Division has received this twraglneere
Certification and all required supporting documentation. TborefQreLit Ig hicktity recbm rjenc(gc) Viet this Celli It
'went 1itunis atlar_ttgt or !d.. .p.tR4 ,SLrekeiEt by the Dlyleigun
pERMrrrr:E's. CERTIFICATION
5 the undersigned agent for the Permittee, hereby state that this project has
been constructedthe app(icabie standards & requirements, the Professional Engineer below has
provided applicable design/canstruction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater callection system permitted herein or portions thereof.
roe c 1U eE
Berne, Title
ENeleeeR's CERTIFIC
[] Partial lFinal
a duly registered Professional Engineer in the State of North Carolina,
been authorized to observe ('periodically, D] weekly, ❑ full time) the construction of the subject project
Permittee hereby state that, to the best of my abilities, due care and diligence was used In the observation
construction such that the construction was observed to be built within substantial compliance of this
15A NCAC 02T; the Division of Water Resources (Division) Gravity Sewer Minimum Design Criteria
February 12, 1995 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, signature, and date:
C A e
lb
SEND THIS FORM 8 SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESViLLE REGIONAL OFFICE
810 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flcar made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the perrnit and shall subject the Permittee to appropriate
enforcement actions.
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