WQ0036707_Regional Office Historical File Pre 2018

I
_ • A7A
FILE
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory John E. Skvarla, Ill
Governor Secretary
Y 'y
August 5, 2014
Mr. Ty Wenglar, Vice -President of High Dense Construction
Breckenridge Group Charlotte North Carolina, LLC
1301 S. Capital of Texas Hwy, B-201
Austin, TX 78746
Subject: Permit No. WQ0036707 MODIFICATION
Aspen Heights
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Wenglar:
In accordance with your application received on July 31, 2014, we are forwarding herewith Permit No.
WQ0036707 MODIFICATION, dated August 5, 2014, to the Breckenridge Group Charlotte North Carolina,
LLC for the construction and operation of the subject wastewater collection system extension. This
permit will replace permit No. WQ0036707 dated October 13, 2013, 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 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 Breckenridge Group Charlotte North Carolina, 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 iimitations 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 7.50E 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
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service:1-677.623.6746
Internet www,ncwaterquatitv,orq
An Equal Opportunity Affirmative Action Employer

Y 'S
Breckenridge Group Charlotte North Carolina, LLC
WQ0036707 MODIFICATION
If you need additional information concerning this matter, please contact Michael Parker at (704) 235-
2194 or via e-mail at [e-mail].
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)

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 2]. 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 26,440 gallons per day of collected domestic/commercial
wastewater into the Mallard Creek WWTP existing sewerage system, pursuant to the application
received July 31, 2014, and in conformity with 1SA 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.
mit issued this the 5ch day of August, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036707 MODIFICATION

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 completed 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 21%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 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.

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, Orlin 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 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.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Breckenridge Group Charlotte North Carolina, LLC Permit No. WQ0036707 MODIFICATION
Project: Aspen Heights - Mecklenburg Issue Date: 8/5/2014
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 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.
PERMITTEE'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 Title
Signature
Date
ENGINEER'S CERTIFICATION
Ej Partial LI Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (E1 periodically, LI weekly, El 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 NCA,C 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 Use Only:
How from this project is tributary to:

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
OwnerrP
18. Breckenridge Group Charlotte North Carolina, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
lb, Ty Wenglar, Vice President of High_ Dense Constrcuction
Signing Official Name and Title (Please review 15A NCAC 2T
Application Number:
(to be completed by DWR)
ized signing officials)
lc. The legal entity who will own this system is:
D Individual © Federal © Municipality © State/County D Private Partnership Corporation 0 Other (specify):
Q 1d, 1301 S. Capital of Texas Hwy, B-201
LL Mailing Address
1 f. TX
z
State
1 h. 512-369-3030 x328
Telephone
2. Proiect (Facility) Information:
2a, Aspen Heights Charlotte
Brief Project Name (permit wiii refs
3. c,.,onttact Perso :
Danis Simmons, PE
Facsimile
to this name
1e. Austin
City
1 tt. 78746
Zip Code
twenglar myaspenheights.com
E-mail
2b. Mecklenburg
County Where Project i
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 803-835-0943 _
Phone Number
1. Project is © New Modification (of an existing permit
2, Owner is © Public (skip to Item 8(3))
2a. If private, applicant will be:
© Retaining Ownership (i.e. store, church, single office, etc.) or
►i Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
dsimmons a @espassociates.com
E-mail
No.a WQ0036707
2b. If sold, facilities owned by a (must choose off)
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
3. Charlotte Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
a. Mallard Creek Wastewater Treatment Plant 4b. NC0030210
WWTF Permit No.
•
Charlotte Mecklenbur Utilities5b. 8"
Ownerof Downstream Sewer ,Fteceivinc3
The origin of this wastewater is (check al
o Residential Subdivision
Apartments/Condominiums
© Mobile Home Park
El School
© Restaurant
ID Office
Gravity Vic. Not Available- System built in 1+37;
Sewer Size 0 Force Main
that apply
Permit # of Downstream Sewer (Instruct
© Retail (Stores, shopping centers)
® Institution
© Hospital
Q Church
0 Nursing Home
Other (specify):
n F)
100% Domestic/Commercial
% Industrial
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project: 72,940*
*Do not include future flows or previously permitted allocations 7(0j'HO
If the permitted flow is zero, indicate why:
(Attach Description)
gallons per day
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,
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0333 to determine if a pemilt is required)
FTA 08-13 APPLICATION
Page 3 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 8(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).
See attached calculations
10. Summary of Sewer Lines to be Per
Size (inches)
8"
8"
d
ach additional sheets if necessary)
Length (feet)
2,195
90
New Gravity or Additional
Force Main
PVC Gravity
DIP Gravity
11. Summery of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
0 Pump Station Location ID: (self chosen - as shown on planslmap for reference)
z
2
0
u.
ngitude:
Latitude:
Design Flow Power Reliability Option
(MGD) operational Point 1 _ permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
Pump Station Location ID:
n - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM ©TDFl 2 - portable generator w/MTS
12.
e
ow in the proposed sewer lines or pump stations be able to be directed to another treatment facili
Yes No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
11 Does the sewer system comply with the Minimum Design criteria for the Perrnittin f turrap Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 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
FTA 08-13 APPLICATION
Page 4 of 6

14. Have the folios ring permitslcertifications been submitted for approval for the system or project t
Wetland/Stream Crossings - General Permit or 401 Certification? © Yes © No fit. N/A
Sedimentation and Erosion Control Plan? Yes © No Q NIA
Trout Buffer Waiver? 0 Yes ©' No N/A
Stormwater? Yes © No © N/A
d?
15. Does this project include any high priority lines (15A,NC;AC 02T .0402 (21) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check it Yes: © and provide details:
la.
Owner/Permittee's Certification: (Signature of Signing t fflcial and Project Name)
1, TyWenglar , 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 143-21:5.6A and 14-215.6S, 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 tine not to exceed $10,000
as well as civ pit rp.to. Z000 per violation,
Signing Official Si
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
f!) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
Z
Q
2, Professional Engineer's Certification: (Signature of esign Engineer and Project Name)
1, Danis E. 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 Divisiion 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 143-215.6B, 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 pe
2a. Danis E. Sirnn ns, PE
Professional Engineer Name
2b, ESP Associates, PA
Engineering Firm
2e. PO Box 7030
Mailing Address
2d. Charlotte
City
2g. 803-835-0943 2h. 80802-2515
Telephone Facsimile
2e. NC
State
2i.
dsimrnonespas sociates.co
rn
2t. 28241
Zip
sib
NC PE Sea i�1`rlre Da
FTA 08-13 APPLICATION
Page 5 of 6

plIPPT
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
FTA 08-13 APPLICATION Page 6 of 6

FAST TRACK ENGINEERING CERTIFICATION
Permlttee: Brackenridge Group Charlotte North Caroltnn, LLC
Pmlect" Aspen Heights
Permit No. WQ0036707
issue Date: 10125/2013
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 dear 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 regulred for any chantiesresulting iq non-compliance with this permit. regulation* or
minimumdesign criteria. Modifications should be submitted odor to certification.
This project shall not be considered complete nor allowed to operate until the Division has re ived this Engineer's
Certification and all required supporting documentation. Therefore, It Is hk hlv recommended 1 t this irerlif odor
De sent In.a manner that Provides Drool of receipt by the Division,
PERMITTEE% CERTIFICATION
Ty Wenglar , the undersigned agent for the Permittee, hereby state that this project has
en 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 Q , ions -
Ty Wenglar - Vice President of High Dense Construction
Printed Name, Title
ENGINEER'S CERTIFICATION
0 Partial Final
I Danis E. Simmons 9,4a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (L 'perlodically� weekly, [.] full time) the construction of the subject project
for the Perrnittee 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'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 REQUIRE© ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The �itteo"l"iiesponsible for tracking all partial certifications up until a final certification is received. Any
wastewater 'mow 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 Pemnittee to appropriate
enforcement actions.
DWR Use Only:
Flow from this project is tributary to:

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
July 21, 2014
Mr, Danis Simmons
ESP Associates, PA
3475 Lakemont BV
Fort Mill, SC 29708
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
ASPEN HEIGHTS CABANA
TAX PARCEL# 149-412-01
C-MU TRACKING# 60-14-580
MODIFICATION OF DWR PERMIT WQg036707
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mack' nburg Utility Department agrees to accept the additional gravity sewage flow of 3,500
gallons per day (6 plumbing fixtures x 250 gpd/fixture) fo I ft w f 44 It n r 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, 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 continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved. Connection to th2
ChariotterMeckienbprp Utilities vstein is accepted an a first come, firstseryeSf 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 pgnstrupt permits are not obtained and construction has not started. within one (1) year of
issuance of tfrpa,tlow acceptant@ study, and payment for any seryiceconnection(s) has not been reoeivrd
within f1) year of issuance of this flow accept ace 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
GHARLcITTP R CKA.,F j VRO, TIMTY,DEPARTMENT _ .
Engineering Division • Installation & Development Services
www,Q tilities.cptp
700 North Tryon Street
Charlotte, .. NC 28202
Ph: 704/432-5801
Fax: [phone]

Division of Water Resources
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 FTSE 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 wastewaterflow.
I. 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 #: 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
All flaws 'are in MGD
12.00
0.839..
8.492
0.0264
9.331
77.8%
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 / 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 (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 ¢ 0.
Page 1 of 6
FTSE 08-13

Ili. Certification Statement:
par(, certify to the best of my knowledge that the addition of
the volume otwastewater 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 11
plus all attached planning assessment addendurns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
ning Q ate
Page 2 of 6
FTSE 08-13

Aspen Heights 7/24/2014
Total Volume of Wastewaterto be Permitted
Residential Apartments
144 Units
Total Wastewater Flow Requested (GPD):
Residential Apartments
135 GaI/Day/Unit x 144 Unit
Cabana
19,440 GPD
Useage Based on 250-GPD per Fixture
(6) Water Closets
(3) Sinks
(2) Urinals
(2) Water Fountains
(1) Shower
250 Gal/Day/Fixture x 14 4-Bdrm Units = 3,500 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 Gal/Day/Fixture x 2 Fixtures = 500 GPD
500 GAL/Day/Machine x 1 Machine — 500 GPD
Totals
Total Wastewater Flow (GPD):
26,440 GPD
V:\AM33.400 - Aspen Heights - WT Harrls\permfts\NCDENR\NCDENR Fast Track Review Application Calculations 2014-06-03.xlsx

.Proposed San
errwer to Serve Aspen Heights Charlotte
Exist. San. Swr. Pipe &
Manholes (T:YP)
Project Site
Prop. San. Swr. Pipe &
Manholes (Typ)
0 12 250 500 750 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

ESP Associates, PA.
P.O.. Box 7030
Charlotte, NC 28241
3475 lakemont Blvd.
Fort. Mill,,. SC 29708
704.583.4949INC)
803.802.2440 (SC)
www.espassodates.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 File
LETTER OF TRANSMITTAL
ESP Project Name: Aspen Heights Charlotte
ESP Project No.: AM33.400
Attention: Sujatha Nagulapally
Date: July D, 2014
We are Sending:
x
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
2
Dated Sheet
07/25/14
Description
San Swr Fast Track Application
2
NA
USGS Topo with Site Map
2
2
2
2
2
2
NA
Vicinity Street Map
07/24/14 Sanitary Sewer Waste Water Volume Calculations
07/21/14 CMUD Water and Sewer Flow Acceptance Letter
07/30/14
06/20/14
Cover Letter - Narrative
FTSE 08-13
07/25/14 NCDENR Fast Track Engineering Certification
07/30/14
These are Being Sent:
For Your Approval
For Your Use
For Your Review and Comment
For Your Signature
For Bids Due
Aspen Heights Sanitary Sewer Asbuilts
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
x
Mail
Other
Enclosed are the materials for modifying the permit of the gravity sewer system at Aspen Heights Charlotte based on additional flows. Please note the design of the
system has not changed, just the Flows have been increased. Additionally, we are sending th efinal asbuilt certification materials. Please let me know if you have any
questions or require additional materials. Thanks.
803-835-0918
Signed & Date
Tristan McMannis, RLA 2014-07-30
`If enclosures are not as noted, kindly notify us 'immediately

ESP
ESP Associates, P.A,
Sujatha Nagulapally, Plan Reviewer
NCDENR — Division of Water Resources
61.0 E. Center Ave., Suite 301
Mooresville, NC 28115
Dear Ms. Nagulapally:
July 30, 2014
Enclosed are the materials for modification of the previously approved proposed gravity
sewer extension for a multifamily development called Aspen Heights Charlotte (Permit
#WQ0036707). The facility consists of 144 condominium units contained within 10
buildings, a clubhouse. with. pool and cabana building, and maintenance shed.
The cabana building has been added to the project scope as an accessory use to the pool.
Charlotte -Mecklenburg Utility Department (CMU) has agreed to accept the additional
flow from the proposed development, which generates an additional 3,500-GPD for the
based on 14 plumbing fixtures at 250-GPD per fixture. Please see the enclosed flow
acceptance letter dated July 21'`, 2014 for more information, with a revised flow
acceptance of approximately 26,440-GPD from CMU.
Please note that the proposed system lengths and materials did not change- the proposed
sewer to serve the project consists of 2,1.95-1f of 8" pvc sanitary sewer pipe, 90-1f of 8"
ductile iron sanitary sewer pipe, and 1.8 manholes that connect to an existing 8" CMU
sanitary sewer system north of the subject property. The existing CMU 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.
Sincer
ESP'_ ociates
an', Simmons, PE
Civil Engineer Division Manager
DES/tmm
Encl.

Permit Number
WQ0036707
Central Files: APS — SWP
8/5/2014
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
michaer.parker
Coastal SWRuIe
Permitted Flow
26,440
Facility
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
Facility Name
Aspen Heights Charlotte
Location Address
Owner
Major/Minor Region
Minor Mooresville
Facility Contact Affiliation
County
Mecklenburg
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
10/25/2013
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/31/2014 8/5/2014 8/5/2014
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Wastewater collection
Out -fall
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin