WQ0036707_Regional Office Historical File Pre 2018 (2)

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North Carolina DenaftentofEnvironment and Natural Resources
Division OfWater R8SOUrQeS
Water Quality Programs
Pat McCrory Thomas A.Reeder
Governor Director
Mr. Ryan Fet8atter,Development Manager
Breckenridge Group Charlotte North Carolina, Lb[
ll0IS.Capital ofTexas Hwy, B'201
Austin, TX78746
Subject: Permit No. WQ0036707
Aspen Heights
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Fetgatter:
John ESkY8Fa.III
Secretary
In accordance with your application received on Octobwr2S' 20I3, we are forwarding herewith Permit
No. WQ0036707,da0ed Qclobpr2S' 2013, to the Breckenridge Group Charlotte North Carolina, LLCtor
the construction and operation 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be effective from the date of issuance until rescinded, and shall be subject to the conditions and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 theneim. 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:
ComditkonN'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 tothe Permittee.
itshall beresponsibility nfthe Breckenridge Group Charlotte North Carolina, LLCtoensure that the as -
constructed project meets the appropriate design criteria and rules. Failure to comply may result in
penalties inaccordance with North Carolina General Statute §143'2I5.6Athrough §143'2I5.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer tothe 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 written petition, conforming to Chapter 1508 of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC27699-67I4. Unless such demands are made, this permit shall hefinal and binding.
Mooresville Regional Office
Locak7m81OEast Center Ave- Suite 3N1Mooresville- wC 281l15
ponns: (7U)663,699\Fax: (78w)b5J-6040)\Customer Service: 1-877-6230748
a h N,o�]
One
NoahCawfina

r ..
Breckenridge Group Charlotte North Carolina, LLC
WQ0036707
If you need additional information concerning this matter, please contact Sujatha Nagulapally at (704)
235-2143 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Water Quality Regional Operations Supervisor
Cc: Mooresville Regional Office, Water Quality Regional Operations Section
Danis Simmons, P.E, ESP Associates (e-copy)
Water Resources Central Files
PERCS (e-copy)

I
ATA
bENR
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
Breckenridge Group Charlotte North Carolina, LLC
Mecklenburg County
for the construction and operation of approximately 2,285 linear feet of 8-inch gravity sewer to serve
Aspen Heights, and the discharge of 22,940 gallons per day of collected domestic/commercial
wastewater into the Mallard Creek WWTP existing sewerage system, pursuant to the application
received October 25, 2013, 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.
Permit issued this the 25th day of October, 2013.
kde.r.4./-
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036707

SUPPLEMENT TO PERMIT COVER SHEET
Breckenridge Group Charlotte North Carolina, LLC
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Mallard Creek Wastewater
Treatment Facility (NC0030210) 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's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. SPECIAL CONDITIONS
f, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permittedherein, 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, 22,940 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.
IL STANDARD 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 Permtttee, 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'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,
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,

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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:
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 hi -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 Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number 704 663 -1699, 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 SSO 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 cornpleted to show that the SSO 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 15A 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 forrn 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 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 pump 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.

I
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 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.
11. 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 other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 28 .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.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Breckenridge Group Charlotte North Carolin , LLC Permit No. WQ0036707
Project: Aspen Heights
Issue Date: 10/25/2013
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 dearly identified on the record drawings or in written summary form Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design 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.
PERNIITTEE'S CERTIFICATION
, 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, Ti e
Signature Date
ENGINEER'S CERTIFICATION
El Partial [1] Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([1] periodically, LI weekly, 111 full time) the construction of the subject project
for the Permittee hereby state that, to the hest 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'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,
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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Ike On1):
1lov, from this pro.icet is tribiltar> to

l a.
USE THE TAB KEY TO MOVE FROM HELD TO FIELD
Owner/Permitt r
Breckenridge Grou
Fu
North Carolina, LL
Name (company, municipality, HOA, utility, etc.)
1 b. Ryan Fetgatter, DevelaprraentManager
Application Number:
(to be completed by DWR)
Signing Official Name and Title (Please review 15A NCAC 2T
The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County 0 Private Partnership
1 d. 1301 S. Capital of Texas Hwy, B-201
Mailing Address
1f. TX
State
1 h. 512-369-3030 x
Telephone
Facsimile
2. Project (Facility) Information:
2a. Aspen Heights Charlotte
Brief Project Narne (permit will refer to this name)
3. Contact Person:
3a. Danis Sia°rrr on , fE
Name and Affiliation o
3b. 803-835-0943
ho Can Answer
1 e. Austin
City
1 g. 78746
Zip Code
1(. rfetgatter myaspenheight .qo
or authorized s
Corporation 0 Other (spec
E-mail
2b, Mecklenburg
County Where Project is Located
uestions About this Application
Phone Number
Project is
New Modification (of an existing permit)
3c, dsitxarrtons
E-mail
dification, Permit
Owner is 0 Public (skip to Item 8(3)) Private (go to
2a. If private, applicant will be:
© Retaining Ownership (i.e. store, church, single office, etc
Leasing units (lots, townhomes, etc. skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
Charlotte Mecklenburg Utilities
tem 2(a))
ats,o
2b. 1f sold, facilities owned by a (must choose
or 0 Public Utility (Instruction D)
© Homeowner Assoc,Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Mallard Creek Wastewater Treatment Plant 4b. NC0030210
WWTF
F Permit No.
Name of WWTF
5a, Charlotte Mecklenburg Utditiesi5b, 8" Gravity c. Not Available- System b�
Owner of Downstream Sewer ~Receiving Sewer Size 0 Force Main
6. The origin of this wastewater is (check all that apply):
Residential Subdivision
Apartrnents/Condominiums
0 Mobile Home Park
O School
0 Restaurant
0 Office
Volume
'Do no
Permit # of Downstr
0 Retail (Stores, shopping centers)
0 Institution
© Hospital
© Church
0 Nursing Home
0 Other (specify):
ater to be allocated or permitted for this particular project: 22,940`"
lude future flows or previously permitted allocations
100% Dome
% Industrial
(Attach Description)
h
on F
(Attach Description
gallons per day
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .030 to determine if a permit is required)
Fi'A 08-1
C ATI
Page 3 of 6

"PPP.
" 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 5A NCAC 2T .011g 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).
z
z
0
2
z
0
LL
Z
ached calculations
10. Summary of Sewer Lines to be Permitted (attach additional sheets it necessary)
Size (inches)
5„
8"
Length (feet)
2,195
90
New Gravity or Additional
Force Main
PVC Gravity
DIP 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: - Latitude:
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM TdH 1 - permanent generator w/ATS;
2 - portable generator w/MTS
Pump Station Location ID:
Force Main Size Force Main Length
hosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Operational Point Power Reliability Option
(MGD) GPM TDH 1 - permanent generator w/ATS; 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 directe
© Yes No If Yes, permit number of 2nd treatment facility
(RO - if `yes" to B,12 please contact the Central Office PERCS Unit)
De Critetia for tht Pc:
13. does the sewer system comply with the Minim
(latest version), the r vit r ewer Minimum Design
other treatment facility?
Plirrip Stations and Force Mains
and 15A NCAC Chapter 2T as applicable?
Yes [ No If No, please reference the pertltrent 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 APPUCATJON
ETA (1'H-1°3 AP CATION
Pate 4 of 6

14. Have the following permits/codifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ] Yes © No ►1 NiA
Sedimentation and Erosion Control Plan? Yes 0 No El N/A
Trout Buffer Waiver? (j Yes 0 No I N/A
Stormwater? Yes I No El N/A
15. Does this project include any high priority Fines (15A NCAC 02T.04 2j2)) involve aerial lines„ siphons, or interference
manholes)? These lines will be considered high .priority and must,be checked once ev+etry six months
Check if Yes: 0 and provide details:
la.
Owner/Permittee's Certification. (Signature of Signing Official and Project Name)
1, Ryan Fetgatter , attest that this application for gravity sewer to serve Aspen Heights Charlotte
_ 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 and 14-215.613 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 civil penalties, rp to $25,000 per violation.
inature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(1) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
Z
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Danis Simmons, PE ,attest that this ,application for gravity sewer to serve Aspen Heights Charlotte
_ 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 se& signifies that Ihave reviewed this material and have judged it to
be consistent with the proposed design. Note.' In accordance with NC General Statutes m143-215.6A and 4-215.58 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
2a. Dani
tons, PE
Professional Engineer Name
2b. ESP Associates, PA
Engineering Firrn
2c. PO Box 7030
Mailing Address
2d. Charlotte
City
2g, 803-835-0943
Telephone
2h. 803-802.2515
Facsimile
2e. NC 2f, 28241
2i,
State
Zip
[e-mail]

Aspen Heights
NCDENR Fast Track - Volume of Wastewaterto be Permitted
10/18/2013
Residential Apartments
144 Units
480 Beds
Total Wastewater Flow Requested (GPD):
Building Type A
(24) 2 Bedroom Units per Building
2 Type A Buildings on Site
240 Gal/Day/Unit x 48 2-Bdrm Units = 11,520 GPD
Building Type B
(12) 4 Bedroom Units per Building
8 Type B Buildings on Site
480 Gal/Day/Unit x 96 4-Bdrm Units = 46,080 GPD
Clubhouse
Useage Based on 250-GPD per Fixture
(3) Water Closets
(1) Urinal
(4) Sinks
(2) Water Fountains
250 Gal/Day/Fixture x 10 Fixtures = 2,500 GPD
Maintenance Building
Useage Based on 250-GPD per Fixture & 500-GPD for Clothes Washer
(1) Water Closet
(1) Sink
(1) Clothes Washer
250 GaI/Day/Fixture x 2 Fixtures = 500 GPD
500 GAL/Day/Machine x 1 Machine = 500 GPD
Totals
Total Wastewater Flow Requested (GPD): = 61,100 GPD
Total Wastewater Flow per Approved CMU Flow Acceptance (10/09/2013)
135-GPD per apt. unit and 1,500-GPD for pool w/4" drain line
288 Apartment Units
135 Gal/Day/Apt x 144 Apartments = 19,440 GPD
2500 Gal/Day/Pool x 1 Pool = 2,500 GPD
1000 Gal/Day/Pool x 1 Maint. Bldg — 1,000 GPD
Total Wastewater Flow Allocated Per CMU: = 22,940 GPD
V:\AM33.4OO -Aspen Heights - WT Harris&permits\NCOENR\Calculated Flows for Fast Track Application 2013-08-14.xlsx

Proposed Sanitary Sewer to Serve Aspen Heights Charlotte
Exist, San, Swr. Pipe &
Manholes (Typ)
0 125 250 500 750 1,000
Feet

Proposed Sanitary Sewer to Serve Aspen Heights Charlotte
Exist. San. Swr. Pipe &
Manholes (Typ)
Prop. San. Swr. Pipe &
Manholes (Typ)
0 125250 500 750 1,000
Feet

COI kt11941i0"
CHA R LOTT r-MECKLIEN 131)11G
(„ITILITY DEPARTMENT
October 9, 2013
Mr, Danis Simmons
ESP Associates, PA
3475 Lakemont Boulevard
Fort Mill, SC 29708
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
ASPEN HEIGHTS
TAX PARCEL# 049-412-01
C-MU TRACKING# 600-13-625
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 22,9'40 gallons per
day (144 apartment units with 4-inch pool drain line x 135 gpdfunit, 150 Person Club House & 2 fixture
maintenance building) 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,
Charlotte -Mecklenburg Utility Department 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, dated October 2005,, (WSMP If 05-01702 & PWS ID 0160010),on file with
the Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utility Department cannot
guarantee a constant pressure or quality of flow.
Due to the involvement of other agencies and contmnuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved, connection_to the
Charlotte-Mocklenbutgptilities s,ystptn 'Iccewtect on a first comq, flisl sewed 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 pro not obtained and construction has not stalled within one (i) year of
issuance of this flow acceptance study,and payment for any service connection(?) has not been received
within (1) year of issuance of this flow acceptance letter this approval shall be rescinded and a new flow
acceptance stu you have arty questions, you may contct rne at [phone]„
PajRview Engineer
lion & Development Services
CHARLOTTE-MEDKLENBURG UTILITY DEPARTMENT www.cmutffities.com
Engineering Division • Installation & Development Services
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

X i Wou of % ; tt- lies.olit es
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: ESP Associates, PA
Project Name for which flow is being requested: _ Aspen Heights
More than one FEE may be required for a single project if the owner of the A'JJ'TP is not responsible for all pump
Madams along the route oldie proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Natne: Mallard Creek WWTP
b. WWTP Facility Permit #:
NC0030210
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
A1I lows are in MGD
12,00
0.979
7.5
0.23
8.96
74.9%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow`* Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm I 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 ¢ a.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
&iry eat Pk. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendurns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
/4/2/1.?
Signing Of t= ignatrrre Date
Page 2 of 6
FTSE 08-13

ESP
P Associates, P.A
Sujatha Nagulapa.11y, Plan Reviewer
NCDENR — Division of Water Resources
6:10 E. Center Ave., Suite 301.
Mooresville, NC 28115
Dear Ms. Nagulapally:
October 23, 2013
Enclosed are the required materials for permitting of a proposed gravity sewer extension
for a multifamily development called Aspen Heights Charlotte. The facility consists of
144 condominium units contained within 10 buildings, a clubhouse with pool, and
maintenance shed. The project site will generate approximately 61,100-GPD based on
flow rates contained with the 02T Rules. Charlotte -Mecklenburg Utility Department has
agreed to accept the flow from the proposed development, which generates
approximately 22,940-GPD based on their methods utilizing 135-GPD/Unit and 2,500-
GP.D for the 150 person clubhouse with pool. Please see the enclosed flow acceptance
letter dated October 9, 2013 for more. information.
The proposed sewer to serve the project consists of 2,195-if of 8" pvc sanitary sewer
pipe, 90-1f of 8" ductile iron sanitary sewer pipe, and 18 manholes that connect to an
existing 8" Charlotte Mecklenb-urg Utility Department (CMUD) sanitary sewer system
north of the subject property. The existing CMUD system as -built drawings are dated.
April 1, 1973,.and no permit number appears to be available for this system. Please
contact me if you have any questions or require additional materials.
Sincerely,
ESP Asso •
tes, P.A.
Dani Simmon., , PE
Civil Engineer Division Manager
DES/tmm
Encl.

SP
ESP Associates, P.A.
Sujatha Nagulapally, Plan Reviewer
NCDENR — Division of Water Resources
610 E. Center Ave., Suite 301
Mooresville, NC 281.15
Dear Ms. Nagulapal ly:
October 23, 201.3
Enclosed are the required materials .for permitting of a proposed gravity sewer extension
for a multifamily development called Aspen Heights Charlotte. The facility consists of
144 condominium units contained within 10 buildings, a clubhouse with pool, and
maintenance shed. The project site will generate approximately 61,100-GPD based on
flow rates contained with the 02T Rules. Charlotte -Mecklenburg Utility Department has
agreed to accept the flow from the proposed development, which generates
approximately 22,940-GPD based on their methods utilizing 135-GPD/Unit and 2,500-
GPD for the 1.50 person clubhouse with pool. Please see the enclosed flow acceptance
letter dated October 9`h, 2013 for more information.
The proposed sewer to serve the project consists of 2,195-1f of 8" pvc sanitary sewer
pipe, 90-1f of 8" ductile iron sanitary sewer pipe, and 18 manholes that connect to an
existing 8" Charlotte Mecklenburg Utility Department (CMUD) sanitary sewer system
north of the subject property. The existing CMUD system as -built drawings are dated
April. 1., 1973, and no permit number appears to be available for this system. Please
contact me if you have any questions or require additional materials.
Sincerely,
ESP Ass , P.A.
Daniis Simmons. PE
Civil. Engineer Division Manager
DES/tmm
Encl.

le
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder
Governor Director
Subject:
MCIA
Fast Track Application Return
Name: tit p L r'\t i'l tt
County, North Carolina.
John E. Skvarla, 111
Secretary
� , Ate' ,. - your s.
Division cot Water Resources, Moore Regional Office reuetv.d your Fast Track sewer application one `* F
�
During an initial review of your application, your application was determined to be incomplete. Therefore, your
application is being returned, (Please include a copy of this letter with your resubmittal). For a listing of the correct
forms and instructions please visit. httt : =''t trrt l.nLdenr.orgf\ cb,''t `q'sy5••p,f`ps`esiext
Please complete/correct the following deficiencies:
Application submitted on wrong or outdated forms, Form(s):
Corporation
ted •with the State of North Carolina
Application was submitted without a processing fee or with an incorrect processing fee,
Application did not contain a Flow Tracking Form (FTSC 08/ 13).
Application did not contain the i3e'vetoper's/Homeowner's Operational Agreement.
Application did not contain the correct number ofcopies.
Application failed to include project map.
Application (line .A. l b) was not signed by an a
representative in accordance with 15.A
NCAC 217 ,t)106(b). (see h.ttp://h2o.enr.state.nc_us'adrninJrules/codes statu'tes.h.tm)
Following srtbrtais ion of a co nplet:e application,
technical review ot'our application, If your application
be required or the package may be returned again.
tvlaoresviRe Rego
Locatict : 610 East Ca
Phone• (704)663-1
Internet' htap;liportaR'.n
..rA41.41 o6 0
P , Suite 301 Mooresville, Nr 2
[phone]'t Customer
746
aresville Re ioriiiT Odd will begirt a
hriically deficient additional information may
Nbi-thCarolina
?' Itiirally

If you have any questions regarding this natter, please contact this Office at 704-663-1699.
Sincerely,
Michael L. Parker
Regional Supervisor
Mooresville Regional Of
Enclosure: Fast Track Sewer Extension Application
cc: RO File

ESP Associates, P.A.
PS). Box 7030
Charlout-, NC 28241
34751..11(1741ton; ISivd,
Fort Mill, SC 29708
704383.4949 (NC)
803.8022440 (SC)
www,espassociates.com
TO: NCDENR DWQ - Mooresville Regional Office
610 E. Center Ave., Suite 301
Mooresville, NC 28115
704-663-1699
COPY TO:
(A) Addressee
(B) ESP Main Project File
(C) PM's Project Fire
LETTER OF TRANSMITTAL
ESP Project Name: Aspen Heights Charlotte
ESP Project No.: AM33.400
Attention: Private Sewer Reviewer
RE: WQ0036707 (Aspen Heights Charlotte
Date: October 18, 2013
We are Sending:
Enclosed
Samples
Literature
Copy of Letter
Change Order
Computations
Specifications
Floppy Disk
Originals
Sepia(s)
Print(s)
Set(s) of Plans
Under separate cover via
Copies Dated Sheet
1
2
Description
San Swr Fast Track Application (Pages 3 and 4 only)
10/18/13 SanitarySewer Waste Water Volume Calculations per 2T Rules
10/09/13 CMUD Water and Sewer Flow Acceptance Letter
10/18/13 Cover Leter - Narrative
These are Being Sent:
For Your Approval
For Your Use
For Your Review and Comment
For Your Signature
For Bids Due
Approved as Noted
Approved as Submitted
Approved as Changed
Returned for Corrections
Returned After Loan to Us
Corrected and Returned
As Requested
By:
Courier
UPS
Mail
Enclosed are the revised materials for permitting of the gravity sewer system at Aspen Heights Charlotte. Please let me know if you have
additional materials. Thanks,
803-835-0918
y
Other
estions or require
Signed & Date
Tristan McMannis, RLA 2013-10-18
"If enclosures are not as noted, kindly notify us immediately

ESP
ESP Associates, P.A,
Attn: Plan Reviewer
610 E. Center Ave., Suite 301
Mooresville, NC 28115
To who it may concern;
October 18, 2013
Enclosed are the required materials for permitting of a proposed gravity sewer extension
for a multifamily development called Aspen Heights Charlotte. The facility consists of
1.44 condominium units contained within 1.0 buildings, a clubhouse with pool, and
maintenance shed. The project site will generate approximately 61,100-GPD based on
flow rates contained with the 02T Rules.
The proposed sewer to serve the project consists of 2,195-1f of 8" pvc sanitary sewer
pipe, 90-lf of 8" ductile iron sanitary sewer pipe, and 18 manholes that connect to an
existing 8" Charlotte Mecklenburg Utility Department (CMUD) sanitary sewer system
north of the subject property. The existing CMUD system as -built drawings are dated
April 1, 1973, and no permit number appears to be available for this system. Please
contact me if you have any questions or require additional materials.
Sincerely,
ESP .ociaes. P.A..
Deis i:rnW ns, PE
Civil Engineer Division Manager

ESP Associates,. P.A.
p.o. Box 73130
Charlotte, NC 2:8241
3475 iAketxton.t Blvd..
For mill. SC 29708
704.583.4949 (NC)
803,802.2440 (SC)
www. e spas soda t es.com
COPY TO:
....................
(A) Addressee
(B) ESP Main Project File
(C) PM's Project File
LETTER OF TRANSMITTAL
,ESP Project Name: Aspen Heights Charlotte
ESP Project No.: AM33.400
TO: NCDENR DWQ - Mooresville Regional Office Attention: SuiathaNattulapally
610 E. Center Ave., Suite 301
Mooresville, NC 28115
704-663-1699
Date:
We are Sending:
t Enclosed l jChange Order
Samples []Computations
riLiterature Specifications
Copy of Letter Floppy Disk
Originals
Sepia(s)
Print(s)
Set(s) of Plans
Under separate cover via
Cop
2
2
2
2
2
2
Dated Sheet
08/20/13
NA
NA
Description
San Swr Fast Track Application
USGS Topo with Site Map
Vicinity Street Map
10/13/13 Sanitary Sewer Waste Water Volume Calculations per 2T Ru
10/09/13 CMUD Water and Sewer Flow Acceptance Letter
10/23/13
Cover Letter - Narrative
10/03/13 _-
FTSE 08-13
These are Being Sent
Li
For Your Approval
For Your Use
For Your Review and Comment
For Your Signature
For Bids Due
Approved as Noted
Approved as Submitted
Approved as Changed
Returned for Corrections
Returned After Loan to Us.
L
Corrected and Returned
As Requested
By: j Courier
UPS
Mail
Enclosed are the required amterials for permitting of the gravity sewer system at Aspen Heights Charlotte. Please let tyre know if you have any questions or require
additional materials. Thanks,
803-835-0918
wit enclosures are not as noted, kindly notify us immediately
Signed & Date
Tristan McMannis, RLA 2013-10-24

• Central Files: APSSWP.__
Permit Number WQ0036707
Permit Tracking Slip
10/25/13
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sujatha. nagulapally
Coastal SW Rule
Permitted Flow
22940
Facility
Fast Track
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Aspen Heights Charlotte
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
. Breckenridge Group Charlotte North Carolina LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Ryan Fetgatter
Development Manager
1301 S Capital Of Texas Hwy B-201
West Lake His TX 78746
Orig Issue
10/25/13
App Received
08/23/13
Regulated Activities
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
10/25/13 10/25/13
Requested/Received Events
Expiration
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Additional information received
Additional information requested 08/28/13
Waterbody Name
Stream Index Number Current Class
Subbasin