WQ0037585_Regional Office Historical File Pre 2018

CDE R
North Carolina department of Environment and Natural Resources
Pat McCrory
Governor
February 10, 2015
Mr. Fred Hazel
DD Belgate, LLC
403 Corporate Center Drive, Suite 200
Stockbridge, Georgia 30281
Subject: Permit No. WQ0037585
DD Belgate, LLC
Sovereign at Belgate
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Hazel:
Donald R. van der Vaart
Secretary
In accordance with your application received February 5, 2015, we are forwarding herewith Permit No.
WQ0037585 dated February 10, 2015, to DD Belgate, LLC (Perrnittee) 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from the date of issuance until rescinded, and shall be subject to the conditions and limitations as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 per
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 Perrnittee.
It shall be 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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer — Made in part by recycled paper

DD Belgate, LLC
Permit No. WQ0037585
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
for S. Jay Zimmerman, Acting Director
Division of Water Resources, NCDENR
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: Eric Hampton, P.E. (electronic copy)
Barbara Gross (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

ATA
R-C15ENR
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
DD Belgate, LLC
Mecklenburg County
for the construction and operation of approximately 1,120 linear feet of 8-inch gravity sewer to serve
266 apartment units, a 40 person capacity pool, and a 1,194 sq. ft. fitness center as part of the Sovereign
at Belgate project, and the discharge of 36,910 gallons per day of collected domestic/commercial
wastewater into the Charlotte -Mecklenburg Utility Department existing sewerage -system, pursuant to
the application received February 5, 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
st cified conditions and limitations contained therein.
for S. Jay Zimmerman, Acting Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037585
Permit Issued: February 10, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
DD Be]gate, LLC is hereby authorized t©:
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 -Mecklenburg
Utility Department Mallard Creek. Wastewater Treatment Facility in accordance with Permit Number
NC0030210.
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 Perrnittee'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
This permit shall become voidable unless the agreement between DD Belgate, LLC and Charlotte -
Mecklenburg Utility Department for the collection and final treatment of wastewater is in full force
and effect. [15A NCAC 02T.0304(h))
2. No flow in excess of the quantity permitted herein, 36,910 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b)].
II. STANDARD CONDITIONS
This permit shall not be 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.0110]
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]
Page 4 of 8

I
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)):
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. 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.
Page 5 of 8

5. The Pennittee shall report by telephone to a water resources staff member atthe Mooresville
Regional Office, telephone number (7O4) 663'1699, aosoon aspossible, but in no case more than
24, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, doe to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage orbreakage, etc.;or
b. Any SSOand/or spill over l'OOOgallons; ur
c. Any SSOand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not he considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management attelephone number(80O) 858'0368 or(9l9)
733'3308. Persons reporting any Vf the above occurrences shall file aspill report bycompleting and
submitting Part \ of Form CS'SS0 (or the most current Division approved form) within five days
following first knowledge ofthe occurrence. This report must outline the actions taken orproposed
to be taken to ensure that the problem does not recur. Part 11 of Form [S'SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S.143'
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,
tnthe surface waters nfthe State. [15AN[A[02T.O108(b)]
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 tothe address provided on the form. Acnmp|ete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater 0ovv made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered o violation of the permit and shall subject the
Permnitteetoappropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then m copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable Cmunty'm RwQ\otmr 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 asapplicable. Supporting documentation shall include the following:
a. One copy ofthe project construction record drawings (plan 0^ profile views of sewer lines 8'
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans oron digital media (CD or QVDdisk\ 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 pomp sizing,
velocity, pump cycle times, and level control, settings, pump station buoyancy, wet well storage,
surge protection, detention time in the vve\ vve||, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If portable power
Page 6 of 8

I
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 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. [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

9ERN0DTEE:
PERKH|T#/
PROJECT:
ISSUE DATE:
FAST TRACK SEWER ENGINEERING CERTIFICATION
DD Belgate, LLC
VVQ0037585
Sovereign at Belgate
February 1CL3Ol5
°
This project shall not beconsidered 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 at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior tocompletion
of this Certification shall be considered a violation of the permit and shall subject the Perm]1tee to
appropriate enforcement actions- The Pernmittee is responsible for tracking all partial certifications op
until a final certification is received. 4 Final Certification sh.aK be a complete set ofrecord drawings and
design calculations regardless ofwhether partials have been submitted,
PERNUT[G^5CERTF|[Ar0m
|, the undersigned aQentfmrthePcrnrittee,herebvstatethattNsprojecthesbeencmnstructedpuouarM
to the applicable stamdards& requirements, the Professional Engineer below has provided applicable
design/construction information tothe PenmitUen, and the Pennktee is prepared to operate & maintain
the wastewater collection system permitted herein orportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
L , as a clyly registered Professional E rinthe State ofNorth CaroHna,
having been authorized to observe ( periodically, [ | xveekky LJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the bestof
my abilities, due cane 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; IGA N[ACO2T; the
Division,mfVVoter Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable,- the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
F� Final Partial (include description)
Certification Comments/Qualifiers (attachifnmmmssa"):
mCoVVR—Water Quality Regional Operations Section 61OEast Center Avenue, Suite 30I'Mooresville, NC20l1J

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
OwnerlPermittee:
Apptication Num
(to be completed by
DD BELGATE LLC, A GEORGIA LIMITED LIABILITY COMPANY
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. FRED HAZEL
Signing Official Name and Title (Please review 15A NCAC 2T .t1106 (b) for authorized signing officials)
1 c. The legal entity who will own this system is:
0 individual ❑ Federal ❑ Municipality 0 State/County ❑ Private Partnership Corporation ❑ Other (specify):
O Id. 403 CORPORATE CENTER DR, SUITE 200
11 Mailing Address
GEORGIA
Z State
• 1 h_ 770-474-4345 1 i. 770 474-5213
Telephone Facsimile
2 Project {'Facility) Information:.
2a. SOVEREIGN AT BELGATE _
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. ERIC HAMPTON, P.E
Name and Affiliation of Someone
3b. 704-409-1 B05_
Phone Number
Project is New ❑ Modification (of an existing permit)
Owner' is ❑ Public (skip to Item 8(3))
le. STOCKBRIDGE
City
lg. 3028
Zip Code
[e-mail]
E-mail
2b. MECKLENBURG
County Where Project is Located
placation
AMPTON�I-IIMLEY-HORN.COM
3c. ER6C H
E-mail
dification, Permit No.:
Private (go to Item 2(a))
2a. if private, applicant will bee
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
El Selling units (lots, townhomes, etc. - go to Item B(2b))
CHARLOTTE MECKLENBURG UTILITY DEPARTMENT
2b. If sold, facilil
es owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc /Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, MALLARD CREEK.
Name of WWTF
5a. CMUD
Owner of Downstream Sewe
Z 6. The origin of this wastewater
5b. 10 Gravity 5c
Receiving Sewer Size ❑ Force Main
(check all that apply):
❑ Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
❑ School
• Restaurant
❑ Office
4b. NC0030210
WWTF
Permit No.
#410556„om 12-12)
Permit # of Downstream Sewer
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
0 Nursing Home
Other (specify):_
7. Volume of wastewater to be allocated or permitted for this particular project: 36,910
*Do not include future flows or previously permitted allocations
the permitted flow is zero, indicate why:
❑ Pump Station, Outlet, or Interceptor Line where flow will be permitted in subsequent pe
• 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)
nstruction F
100% Domestic/Commercial
Industrial
(Attach Description)
% Other
th
(Attach Description)
gallons per day
nnr
o this line
FTA 10-14 APPLICATION
Paec 4 of 6

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 B(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 (f).
266 apartment units x 135 gpd/unit 35,910 gpd
40 person capacity pool x 10 gpd/person = 400 gpd
1,194 sqft fitness center x 50 gpd/1o0sgft = 597 gpd
35, 910 + 400 gpd + 597 gpd = 36,910 gallons per day
*values obtained from Water and Sewer Flow Acceptance Letter
10 Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
1120
New Gravity or Additional
Force Main
NEW GRAVITY
11, Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump 'Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude:
Design Flow
(MGD)
Latitude:
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator wlATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: (self chosen - as shown an planslmap for reference)
Longitude: Latitude:
Design Flow Operatlonal Point Power Reltability Option
(MGD) GPM TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
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 fa
Yes No If Yes, permit number of 2°" treatment facility
(RO — if )(es" to 6,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Design Criteria for the PePum Stations nd Pone fain
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and
ED Yes LJ No
If No, complete and submit the Variance/Alternative Design Request (VAPC 1O-°14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
ETA 10-14 APPLtCa\TIOT
Page 5 of 6

14. Have the foliowing permits/certifioations been submitted for approval for the system or p
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stomnwater?
[] Yes ©No
® Yes 11 No
d Yes ©No
®Yes ©No
ect to be served?
N/A
© N/A
N/A
ID N/A
15. Does this project include any high priority lines (15A NCAC P2T ,0402 (21) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and roust be checked once every six mnths
Check if Yes: © and provide details:
Owner/Permittee's Certific
nature of Signing Official and Project Name)
1 A-7.p. j. - attest that this application for SOVEREIGN AT BE GATE
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A 143-215,6B, any person who knowingly makes any false statement, representation, or
certification in any applrca fN�rall be ,guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penaltiie p tr, $25,000 per violation.
Signing Official Signatu
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
+tJ) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
z
0
2.. Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, ERIC HAMPTON, P,E, ;attest that this application for , SOVEREIGN AT BELGATE 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. I 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 143-2.15,6A 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. ERIC HAMPTON, P.E.
Professional Engineer Name
2b. KIMLEY-HORN AND ASSOCIATE, INC.
Engineering Firm
2c, 2000 SOUTH BLVD, SUITE 440
Mailing Address
2d. CHARLOTTE
City
2g, 704-409-1805 2h,
Telephone Facsimile
2e. NC 2f. 28203
State Zip
2i. ERIC,HAMPTON@KIMLEY-
HORN.COM
q `f A IO.'14 A PLACATION Page 6 of 6

CIRKLOTTF
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
November 5, 2014
Ms. Layton Bodkins
Kimley-Horn & Associates, Inc.
2000 South By.
Suite 440
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SOVEREIGN AT BELGATE
TAX PARCEL# 047-461-01,-08
C-MUD TRACKING# 600-14-653
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department (C-MUD) agrees to accept the additional gravity sewage flow of
36,910 gallons per day (266 apartment units x 135 gpdiunit, 40 person capacity pool x lOgpd/person;
1,194 ft2 fitness center x 50 gpd/100 ft') from this project for transmission to the Mallard Creek
Wastewater Treatment Plant; NPDES permit number NC0030210, for treatment, This acceptance of flow
is based upon the existing capacity of the designated publicly owned treatments works. Please see
attached FTSE form.
C-MUD 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, C-MUD 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 C-MUD
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-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • bnstallation & Development Services
www,cmutilities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

CHARWTTL
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
November 5, 2014
Ms. Layton Bodkins
Kimley-Horn & Associates, Inc.
2000 South Bv,
Suite 440
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SOVEREIGN AT BELGATE
TAX PARCEL# 047-461-01,-08
C-MUD TRACKING# 600-14-653
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department (C-MUD) agrees to accept the additional gravity sewage flow of
36,910 gallons per day (266 apartment units x 135 god/unit, 40 person capacity pool x 10gpd/person;
1,194 ft' fitness center x 50 gpd/100 ft') from this project for transmission to the Mallard Creek
Wastewater Treatment Plant; NPDES permit number NC0030210, for treatment This acceptance of flow
is based upon the existing capacity of the designated publicly owned treatments works. Please see
attached FTSE form.
C-MUD 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, C-MUD 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 C-MUD
system is accerited 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 stud and a ment for an 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-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www,cmutilities,com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

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: .itn- -Ho—n & kssociateS
Project Name for which flow is being requested: Sovereign at Belgate
tiore than one ETV may be required,for a single project if the owner of the WWTP is not responsible fi)r all
stations along the route of the proposed 'astvaterflow
. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit #: Nc003021,D
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
Alt
are in MGD
12.00
0.749
8 538
Q . 036.91
9.324
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flo W .
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=--(A-D),
Design Obligated,
Puuip 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) MCI) 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 s a
factor (pf not less than 2.5..
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
divided by a peaking
Page 1 of 6
1:1-S1-. 08-13

III. Certification Statement:
I e.,( bI `1..n certify to the best of my knowledge that the addition of
l
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all atta hed planning assessment addendums for which I am the responsible party.
Signatalre qis form indicates -acceptance of this wastewater flow.
Sign
rrcial Signature
Page 2 of 6
he3P1
FTSE 08-.13

Ki ey>» Horn
D N
XC
SOVEREIGN AT BELGATE
I.EA BOULEVARD
CHARLOTTE, NC
USGS TOPOGRAPHIC MAP
FIGURE
1

Corporations Division Page 1 of 1
4,G,y°," ° North Carolina
1
4- ; . � Elaine F Marshal L)E ARTM ENT OF THE
:t_i_ Secietaiy 'E CRETARY OF Si P
. i, et° PO Sox. 2! a3 Raleigh, NC 27626%0622 (919 Ei77-2000 Account
` Login
Many state agencies, including the Secretary of State's Office, are currently experiencing Register
telephone issues, especially in regards to voice mail messages being left and retrieved. If you are
trying to reach us by phone and you are not allowed to leave a voice mail, we urge you to keep
calling until you have reached the staff member or specific office you are trying to contact.
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: DO Belgate, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1385010
Current -Active
Current
Foreign
6/16/2014
December
GA
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
403 Corporate Center Drive Suite 201
Stockbridge, GA 30281-9023
403 Corporate Center Drive Suite 201
Stockbridge, GA 30281-9023
Company Officials
General Manager: Morrow Investors, Inc.
403 Corporate Center Drive, Suite 201
Stockbridge GA 30281
http://www.secretary.state.nc.us/Search/profeorp/10549543
2/6/2015

��~8�� `��8�Q��0~��
�`�Un p mU�~� '�" Horn
� U
v
NCDENR:Mooresville Regional Office
Sanitary Sewer Permitting
61OE.Center Ave.
MounsaviUo. North Carolina 28115
RE: Sovereign at Belgate Fast Track Application for Gravity Sewers
Tnwhom itmay concern,
The proposed multifamily development project will consist of constructing 182 units located north of
Ikea Boulevard and 84 units located south of Ikea Boulevard (266 total unit development), The project
will also include the relocation and abandonment of an existing CMUD 8" and 10" sanitary Sewer
system.
The 182 units north of Ikea Boulevard sanitary sewer system will tie into the existing 10" sewer main
located along the, northwest edge of the property which is located in a Charlotte Mecklenburg Utilities
Department 15 public sanitary sewer easement, The 84 units south of Ikea Boulevard wiil tie into the
existing 8" sanitary eavver system and the relocated 8^ sanitary sewer maim that is located in the
southern portion of the property that will be in a Charlotte Mecklenburg Utilities Department 40' public
sanitary sewer easement.
Please contact mmot704.400,1816orketie,qeshould you need any additional
Sincerely'
KaUUin /3ek*c E.I.T.
kimley-horn.com
��

Transmittal
Date: 01/30/15 Job Number; 018478001
Project Name: Sovereign at Be!gate
To NCDENR: Mooreseville Regional Office
Sanitary Sewer Per
610 E, Center Ave,
Mooresville, NC 28115
We are sending these by
U.S. Mail
r— Other:
FedEx
Suite 440
2000 South Boulevard
Charlotte, North Caro5na
28203
TEL [phone]
Hand Deliver
We are sending you
Attached
Under separate cover via
Shop Drawings Prints/Plans I Samples
Other
the folio \itiiing Item&
Specifications 1 Change Orders
Copies Date No, Description
Cover leiter
0E30'15
01 /30115
01/30/15
01 /30115
01130/15
01/130115
Fast 1 Application (FTA 10-14)
Check - Fast Track Application Permitting Fee
Letter rrom. \il
Floss Tracking/Acceptance Form (FTSE 08-13)
USGSI Topographic Map oh Project Site
These are transmitted as checked below,
L
Remarks:
Please find enclosed package for NCDENR Fast Track Sewer Permitting,
Thanks,
Copy to:
11 Approved as Sehrnitted
E Approved as noted
Resubmit
Submit
For your use
Ei As requested
For review and comment
Returned for corrections
Return
Signed Katlin Geier, ET
5:b016P 15r000peoiii4.1 • • • • •
Copies"..for disttibuberp
Corrected prints

Central Files: APS SWP _
2/10/2015
Permit Number WQ0037585 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
36,910
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Sovereign at Belgate
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Dd Belgate LLC A Georgia Limited Liability Co
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Fred Hazel
403 Corporate Center Or
Stockbridge GA 30281
Orig Issue
2/10/2015
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/5/2015 2/10/2015 2/10/2015
Regulated Activities Requested !Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name
StreamIndex Number Current Class Subbasin