WQ0037764_Regional Office Historical File Pre 2018 (2)

North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 13^DJIS
Mr. Roy E.Carroll, U'Manager
Horizons atSteele Creek, LLC
2Q1N.Elm Street, Suite IO1,
Greensboro, N[]74Q1
Subject: PenmitNo.VVQ0037764
Horizons atSteele Creek
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Carroll:
Donald R. van der Vaart
Secretary
In accordance with your application received April 30, 2015' we are forwarding herewith Permit
No,VVQ0037764 dated May 13, 2015, to Horizons at Steele Creek, LLC(Pernnittee) for the construction
and operation upon certificatiOp 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shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and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 o part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention tothe following conditions contained within this permit:
[onditimnU.I: This permit shall not be automatically transferable; a request must be made and
approved.
CondNUonU.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 Perrnittee.
it ShGU be the responsibility of the permktee to ensure that the as -constructed project meets the
appropriate design criteria and rules, Failure tocomply, may result inpenalties ioaccordance 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, nrlimitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt efthis permit.
This request must be in the form of written petition, conforming to Chapter lSOB of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N[Z769B-6714. Unless such demands are made, this permit shall befinal and binding.
Mooresville Regional Office
Go]East Center Avenue, Suite 301^Mooresville, m[28z15
Powne�r04-6Va'z8g9\Fax 704' 63-6840\[ustome,Sa^/|ce1-877-6I5-e748
mtemet:wmnw.ncvmtevz9a|lty-o,m
An Equal Opportunity\ Affirmative Action Employer - Made in part by recycled paper

Horizons at Steele Creek, LLC
Permit No.uXQ0037704
If you need additional information concerning this matter, please contact Barry Love at [phone]
b# S.Jay Zimmerman, Qloec1o,
Division of Water Resources, NCDENR
byMichael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDENR
cc: B. Bruce Nooe P.E. (electronic copy)
Barbara Gross (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
Page 2 of 8

A
RbENR
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
Horizons at Steele Creek LLC
Mecklenburg County
for the construction and operation of approximately 1,949 linear feet of 8-inch gravity sewer to serve
288 apartment units, a clubhouse, and .a pool as part of the Horizons at Steele Creek project, and the
discharge of 43,036 GPD•of collected domestic wastewater into the Charlotte Water existing sewerage
system, pursuant to the application received April 30, 2015, and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted March 4, 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
cified conditions anii`ations contained therein.
6
for 5. Jay Zimmerman, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037764
Permit Issued: May 13, 2015
Page 3 of 8

SUPPLEMENT EMENT TO PERMIT COVER SHEET
Horizons at Steele Creek, LLC is hereby authorized to:
Construct, and then operate wuVm certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine
Creek Wastewater Treatment Facility in accordance with Permit Number NCO024970,
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC ]T; the Division's Gravity Sewer Minimum Design Criteria adopted March 4, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast'T/ackPermitdnA nfPump Stations
and Force Mains adopted June l, 3OOQaxapplicable, unless specifically mentioned herein. Division
approval is based on acceptance, ofthe certification provided by North Carolina -licensed Professional
Engineer in the application. It shall be the Permittce'u responsibility to ensure that the a5'cunstructed
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,
1. SPECIAL CONDITIONS
1. This permit shall become voidable unless the agreement between Horizons at Steele Creek, LLC and
Charlotte Water for the collection and final treatment of wastewater is in fm|| force and effect. [15A
Z. No flow in excess of the quantity permitted herein, 43/036 GPD shall be made tributary to the
subject sewer system wmtU an application for permit modification for an increase in flow has been
submitted toand approved bVthe Division. [15AN[A[02T.0]04(b)l
11. STANDARD CONDITIONS
l. This permit isnot transferable. |nthe event there isadesire for the wastewater collection facilities
to change ownership, or there is name change of the Pennittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall beconsidered onits
merits and may urmay not heapproved. [1SANCACO2T.0lU4;6.S143'215.1(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 March 4, 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, .15ANCACO2T.01101
3. 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)
4, The wastewater collection facilities shall be properly maintained and operated atall times, The
Page 4 of 8

I
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: t15A 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.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24, following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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 (919)
733-3300. 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. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T,0108(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 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 applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

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 March 4, 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)]
Page7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION,
~
PE0N0ITTEE: Horizons atSteele Creek, LL[
PERN4IT#/ VvQ0037764
PROJECT: Horizons atSteele Creek
ISSUE DATE: May 13,2O15
This project shall not be considered complete nor allowed tooperate in accordance with Condition 7of
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 to completion
of this Certification shall be considered a violation of the permit and shall subject the Pm'mh1ee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification sh8U be a complete set ofrecord drawings and
design calculations regardless ofvvhetherpartiabhave been nubrnitted.
PERMITTEE'S CERTIFICATION
|, the undersigned agent for the Pcmnittep, hereby state that this project has been constructed pursuant
to the applicable standards, & requirements, the Professional Engineer below has provided applicable
design/construction information tothe Pcrmittee,and the Pennitteeisprepared tooperate &maintain
the wastewater collection system permitted herein orportions thereof,
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
as a duly registered Professional, En i eerin the State ofNorth Carolina,
having been authorized to observe ([—Y periodically, -- weekly,� [—1 full time) the construction of the
project narne and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A WCACO2T| the
Division of Water Resources' (Division) Gravity Sewer K;|mirnmnm Design Criteria adopted March 4, 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/5ignature & date:
Final F] Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
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10510 ,took, atl~ .
INEERING AND SURVEYING, INC.
LAIV reveLOPMeNT CONSULT**
CORPORATE LICENSE NUMBER C-I315
4400 T7?IN15 S MI*
HUSH FC►IKI`, NORTH C ROUNA 71265
$12-eeoo - FAX. [phone]o
STREET LEVEL MAP
GOOGLE EARN IMAGE
NoRIZONS AT STEELE CREEK

z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Perrnittee:
Horizons at Steele Creek, LLC
Application Number:
(to be completed by DWR)
Full Legal Name (company, municipality, HOA, utility, etc.)
lb, Roy E. Carroll, II , Manager
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 (b) for authorized signing officials)
The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County 0 Private Partnership Corporation" k `
Q 1 d, 201 North Elm Street Suite 201
LL. Mailing Address
If. NC
z
0
2
State
lh. 336-275-6198
Telephone
1e. Greensboro
City
lg. 27401
Zip Code
WQROS
MOORESVILLE REGIONAL
1j. [e-mail]
Facsimile E-mail
2. Proiect (Facility.) Information:
2a.. Horizons at Steele Creek
Brief Project Name (permit will refer to this name)
Contact Person:
3a. Bruce Nooe, PE CPT Engineering & Surveying, Inc.
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 336-812-8800 ext. 315 3c. [e-mail]
Phone Number E-mail
Project is New 0 Modification of an existing permit) If Modification, Permit No.:
iF
2. Owner is 0 Public (skip to Item B(3)) ® Private (go to Item 2(a))
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to item 8(3))
0 Selling units (lots, townhomes, etc. - go to Item B(26))
Charlotte Mecklenburg Utilities Division
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastev
4a, McAlpine Creek Wastewater Treatment Plant
Name of WWTF
Sa, City of Charlotte _ ►� Gravity
Owner of Downstream Sewer 'Receiving Sewer Size 0 Force Ma
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Apartments/Condominiums
[� Mobile Home Park
0 School
© Restaurant
El Office
ater From This Project
4b. NC0024970
WWTF Perm
5c, Unknown
n
Permit # of Downstream Sewer (Ins
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify): Clubhouse
Volume of wastewater to be allocated or permitted for this particular project: 43,036
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
ction F
100 % Domestic/Commercial
% Industrial
(Attach Description)
Other
(Attach De
gallons per day
ion)
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.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T ,0303 to determine if a permit is required)
FTA 10-14 APPLICATION
Page 5 of 6

Provide the wastewater flow calculations used in determining the permitted In accordance with 15A NCAC 2T..0114 for`,
the value in iteirra B(7) AND/OI1 the design flow for One or pump station sizi t if a reduced ©r zeros 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),
288 units x 135 gpd/unit = 38,880gpd
Clubhouse = 6,112 sf x 50 gpd/100 sf = 2,556 gpd
Pool: 160 person pool x 1D gpd/person = 1,600 gpd Total = 43,E gpd
10. Summary of Sewer Lines to be Permitted (attach a
Size (inches)
8
al sheets
Length (feet)
1,949
New Grmr ty or Additional
Force Main
New Gravity
z
P 11. Surnrnary of Pump Stationswf associated Force Mains to be Permitted (etiach arddi onal sheets as necessary)
Z d Pump Station Location ID: (self chosen - as shown on plans/map for reference)
La etude: Latitude:
Z
0
Design Flow
(MGD)
Operational Po
GPM @TDH
Power Reliability Option
- permanent generator w/ATS; Force Main Slze Force Main
2 - portable generator wIMTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM t TDH
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Mein 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 facility?
'El Yes 'r`r No If Yes, permit rrrarawber of 2""r treatnrrent facility
(RO — If "yes' to 13,12', pease contact the Central Office PERCS Unit)
13. Does sewer system comply with the
n Crl(erie for P
(latest version), the G ini ritar (latest version
Yes 0 No
Pumt rte. F
nd 1 A ICAC p T
If No, complete and submit the V anciaiAlternative.Deakin Raauetst (VDDc 19- pfali ticrt r
documents for review. Approval of the request is required prior to submittal of the Fast Track A
supporting documents.
FTA l0.14 APPLICATION
6
6

14. Have the following permits/certitications been submitted for approval far the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes 0 No ►i< N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No 0 N/A
Trout Buffer Waiver? 0 Yes ❑ No >«< N/A
Stormwater? 1 Yes 0 No ❑ N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (21) involve aerial lines, siphons, or interference
manholes)? These tines will be considered high priority @rid m st be checked once every six months
Check if Yes: fl and provide details:
1a.
Owner/Pemiittee's Certification: (Signature of Signing Official and Project Name)
/, Roy E. Carroll, II, Manager, Horizons at Steele Creek, LLC attest that this application for Horizons at Steele
Creek Apartments has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if ail required parts of this application are not completed and that if all required supporting documentation and
attachments are not included, this application package is subject to being returned as incomplete. Note: In accordance
with North Carolina General Statutes 143-215.6A and 143-215.6B, 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.
Signing Official nature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETER PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
to 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)
I, Bruce Nooe, P.E. ,attest that this application for Horizons at Steele Creek Apartments 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 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: in accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. B. Bruce Nooe P.E.
Professional Engineer Name
2b. CPT Engineering and Surveying, Inc.
Engineering Firrn
2c. 4400 Tyning Street
Mailing Address
2d. High Point 2e, NC 2f, 27265
City State Zip
2g. 336-812-8800 2h. 336-812-8780 2i, brucenacptengineering.corn
Telephone Facsimile E-mail
NC PE Seat, Sign
& Date
PTA in_19 ©PPI TrATACIT!
Pn„A 7 .r�

April 28, 2015
Mr. Chuck Truby
CPT Engineering & Surveyin
4400 Tyning St.
High Point, NC 27265
n
CHARLOTTE
W TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
HORIZONS AT STEELE CREEK
TAX PARCEL ID# 199-181-09, 199-541-01
CHARLOTTE WATER TRACKING# 600-14-600
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water agrees to accept the gravity sewage flow of 43,036 gallons per day (288 apartment units
x 135 gpd/unit; 70 person pool x logpd/person;. 5,112 ft2 clubhouse x 50 gpd/100 ft2) from this project for
transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for
treatment. This acceptance of flow is based on the existing capacity of the designated publicly owned
treatments works. Please see attached FTSE form.
Charlotte Water agrees to fumish 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
Water 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
Charlotte Water and sewer system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. if the appropriate
authorization to construct permits are not obtained, and construction has not started within one (1) year of
issuance of this flow acceptance letter, and payment for any service connection(s) has not been received
within (1) year of the issuance of this flow acceptance letter, this flow acceptance 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 Water 700 N. Tryon St, Charlotte, NC 28202 charlotte
Operated by the City of Charlotte

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flo Tracking/Acceptance fo
Project A.l: phcant Name: c
iect Name for which flow is
uc'ticn
-equfred fur d sr
ased it^acte water
equested: or ans
Name:
t are the owner o
Applications
(FTSE 08-1.3)
Tater treatment plant.
Creek, Szw±r Creek, Sugar Creek WWTP
NC0024970, NC'002494S, NC0024937
All floare in MGD
c. WWTP facility's permitted flow 99. o
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 f°acility 79,1. 4
h. Percent of permitted flow used
2
69.208
0,04.3
60.01
Complete this section for each pump station
proposed wastewater flow.
onsible for along the route of this
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) fl )=(B+C)
Design Obligated,
Pump Average Daily Approx. Not Vet Total Current
Station Firm flow** Current Avg.. Tributary Flow Plus
(Name or Capacity,* (Firm l pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
8.6
0.423 4.690 -1„a 49.
* The Firm Capacity of any pump station is defined as the maximum pumped flow tha
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump sta
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.
Page 1 of 6
n divided by a peaking

cause any
en route to the re
olz the planned
analysis has beet
the best available
nts
in accordance
rtil cation app
plus all attached planning assessment addendua'ns
prov$ es
se arer overflows tar ta��erhtardcn any do�tastte�
t plaarit uunder normal circtttnstatt ces, i °t n the
ctatitied ita flee f laannino assessment �ahere
with liae tl establislaecl ra ali fcs
Signature of has Canna indicates aceeptaartee oftlais wastewater flow.
g
6
y knov ledge that the addition of
altsated altang the route to the
s not anticipated to
np station
ble.
and procedures using
in Sections I and 11
ponsible

Submit a planning
Capacit ° is C 0.
FTSE ]PLANNING" ASSESSMENT ADDENDUM (PAA)
asses
enl addendum for each pump station listed in Section 11 where Available
Purnp Station (Name or Number):
Given that:
a. 'The proportion and amount of (a
°'u and
'Tributary Daily f low tC:) accounts for
Available Capacity (P) in Fuinp Station
provide the required planned capacity, namely.
ek Pump Station Replacement and Relief Sewer is in design or under construction ww ith
planned completion in Summer 2017 ; and/or
d. The following applies:
The Steele Creek Pump Station replacement pruj ct wall pr©vide a new regional facd tic able of
Summer ©17.
9 ~construction to be completed in .. . _
handling build -out flews in the basin, with
Sa.r.le and th
f acti atic ri ofthis obligated, not yet tributary capacity is currently approximately
MOD per year; and that
unded Capital Pi
Therefore:
Given reasonably expected conditions and planning information„ there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over allocating capacity in
the system infrastructure,
I understand that this does not relieve the co'tlect.ion system owner from complying with G.S.
143-215.67(a,) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing ignatu
Page 3 of 6
Date

NARRATIVE
FOR
Horizons at Steele Creek
Apartments
MECKLENBURG COUNTY
CHARLOTTE, NORTH CAROL NA
April 28, 2015
OWNER/DEVELOPER:
Carroll Investment Properties. Inc.
201 North Elm Street
Greensboro, North Carolina 27401
[phone]
CPT Engineering and Surveying. Inc.
4400 Tyning Street High Point, NC 27265
Phone [phone] • Fax [phone]
WQRUS
MOORESVILLE REM AL CG "F °E

PROJECT DESCRIPTION
The project is located on an approximately 18.88 acre tract in Mecklenburg County,
Charlotte, NC. The purpose of the project is to construct twelve (12) apartment buildings
with 283 total units, a clubhouse and pool with associated paved drives and parking
including extension of existing water and sewer service.
SITE DESCRIPTION
The site consists of 18.88 acres more or less and currently has two single family homes
that will be demolished.
ADJACENT PROPERTY
Land use in the vicinity is a mix residental and vacant land. The site fronts along Steele
Creek Road (NC Highway 160).
SOILS INFORMATION
The soil in the project area is mapped as Iredell fine sandy loam per USDA Natural
Resources Conservation Service Web Soil Survey. All soils are in hydrologic group
"C/D". The site slopes west to east at approximately 5% average slope.

uscis QUAD MAP
CHARLOTTE VEST QUADRANGLE
HORIZONS AT STEELE CREEK
CITY OF CHARLOTTE
NE<GKLE& COUNTY, NORTH GAROLINA
PATE: 4/213/15

Engineering & Surveying, Inc.
April 28, 2015
North Carolina Department of Environment and Natural Resources
Water Quality Section
610 E. Center Avenue
Mooresville, N,C, 28115
Re: Fast -Track Application (FTA 10-14)
For Horizons at Steele Creek (Apartments)
Mecklenburg County, Charlotte, NC
RECEIVEDINCOENRIDWR
WQHUS
MOORESVILLE REGIONAL OFFICE
On behalf Horizons at Steele Creek, LLC, we are submitting herewith for your review and approval the following
documents relative to the above referenced project:
- (I) Original Fast -Tract Application
- (1) Copy of Fast -Tract Application
- (1) Check for $480 (Horizons at Steele Creek, EEC)
Specifications for this project will be per the City of Charlotte standards and specifications. We respectfully request
your review and approval of these items. If you have any questions or need any additional information, please give
me a call.
Thank you for your assistance with this matter.
Sincerely,
CPT Engineering and Surveying, Inc
Bruce Nooe,
Enclosures
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cptengineering,corn

Central Files: APS ...�. SWP
5/13/2015
Permit Number WQ0037764 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 SWRu!e
Permitted Flow
43,036
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Horizons at Steele Creek
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Horizons at Steele Creek LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Roy E. Carroll 11
201 N Elm St
Greensboro
NC 27401
Orig Issue
5/13/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/30/2015 5/13/2015 5/13/2015
Regulated Activities Requested /Received Events
Apartment complex Additional information requested
Condominium Additional information received
Wastewater collection
Ouffall
Waterbody Name Streamindex Number Current Class Subbasin

PAT MCt:.:RCtRY
covemov
DONALD R. VAN DER VAART
Seer etc -cry
S. JAY ZIMMERMAN
Water Resources
ENVIRONMENTAL 4VALITV
J
Roy E. Carroll, II, Manager
Horizons at Steele Creek, LLC
201 N, Elm Street, Suite 201
Greensboro, NC 27401
y
2016
SUBJECT: Final Engineering Certification Acknowledgement
Project Horizons at Steele Creek
Permit No, WQ0037764
Permittee: Horizons at Steele Creek, LLC
County: Mecklenburg
Dear Mr. Cara
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on June 28, 2016.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the pei nit, However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/svvp/ps/cs/onoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at (704) 235-21,43.
Sincerely,
Barry Love
Environmental Specialist.
cc: Mr. Jim Jackson, (CPT Engineering and Surveying, Inc., 4400 Tyning Street,
High Point, NC 27265)
Central Files
MRO
State of North Carolina I Environmental Quality I Water Resources
610 E. CenterAvenue. Suite 301, Mooresville, NC 28115
Phone: 7O4-663-16991 Internet: wrwrim,ncdene.gov

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Engineering & Surveying, Inc,
To: NCDENR-DIVISION OF WATER RESOURCES
Attn: BARRY LOVE.
610 E. CENTER AVE, SUITE 301
MOORESVILLE, NC 28115
LETTER OF TRANSMITTAL
Date: 6/17/16 Job No: 1306-14
Attention: BARRY LOVE
Re: HORIZONS AT STEELE CREEK
APARTMENTS-SAN. SEWER AS-BUILTS
We are sending you:
® Attached ❑ Under separate cover via : the fo1101+ittgLitemsEN R,SANR
❑ Plans ❑ Diskette(s) ❑ For Approval ® For Review ❑ Specifications J U N 2 0 2 016
❑ Other:
WQROS
MOORESVILLE F3L:.0.0NAL OFFICE
Quantity
Dwg. No.
Description
Status
1 SET
PRIVATE SANITARY SEWER AS-BUILTS
SHEET 4
UTILITY SHEET
SHEET 1 OF 3
PLAN/PROFILE SHEET (LINE 1 AS -BUILT)
SHEET 2 OF 3
PLAN/PROFILE SHEET (LINE 2 AS -BUILT)
SHEET 3 OF 3
PLAN/PROFILE SHEET (LINE 3 AS -BUILT)
Status Code: A. Approved
B. Sign and Return
C. Amend and Resubmit
Remarks: BARRY,
D. Rejected - See Remarks
E. For your information
F. Refer to Remarks
G Approved - As noted
H. As Requested
I. Review and Comment
PLEASE ACCEPT THE ATTACHED SANITARY SEWER AS -BUILT FOR YOUR REVIEW.
LET ME KNOW IF YOU REQUIRE ANYTHING FUR1'ILI R.
THANK YOU FOR YOU TIME.
cc:
I
Jackson
CP'`Engineering and Surveying, Inc.
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cptengineering.com