WQ0036991_Regional Office Historical File Pre 2018

irr
NCDENR
North Carolina Department of Environment and Natural Resoul=ces
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
March 6, 2014
Michael Gribbfe, Development Manager
Northwood Ravin
1057 East Morehead St., Suite 300
Charlotte, NC 28204
Subject: Permit No. WQ0036991
Holly Crest Apartments
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Gribble:
John E. Skvarla, Ill
Secretary
In accordance with your application received on February 28, 2014, we are forwarding herewith to
Permit No. WQ0036991, dated March 6, 2014, to the Northwood Ravin for 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
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 Northwood Ravin to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit,
This request must be in the form of a written petition, conforming to Chapter 150B 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 30'f Maareeville, NC
Phone: {704) 663-1699 l Fax: [phone] l Customer
Internet: www.ncwatergualiy.arg
An Equal Opportunity l Affirmative Acfuan Employer
77-623-6748
flee
N©rth+Carolina.
Naturally

Northwood Ravin
WQ0036991
If you need additional information concerning this matter, please contact Sujatha Nagulapally at (704)
663-1699 or via e-mail at [e-mail].
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Cc: Mooresville Regional Office
Mathew Mobley, P.E., Design Resource Group (e-copy)
Water Resources Central Files
PERCS

NCDENR
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
Northwood Ravin
Mecklenburg County
for the construction and operation of approximately 1,556 linear feet of 8-inch gravity sewer to serve
the Holly Crest Apartments project and the discharge of 54,000 gallons per day of collected
domestic/commercial wastewater into the Charlotte Mecklenburg Utilities sewerage system, pursuant
to the application received February 28, 2014, and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit,
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 6th day of March, 2014,
r Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036991

SUPPLEMENT TO PERMIT COVER SHEET
Northwood Ravin is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the McDowell Creek
Wastewater Treatment Facility (NC0036277) 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
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
No flow in excess of the quantity permitted herein, 54,000 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.
II. 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 Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division'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.

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 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. 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 11 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 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of 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 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: Northwood Ravin ' Permit No. WQ0036991
Project: Holly Crest Apartments Issue Date: 3/06/2014
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 (CO 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 Engineers
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
0 Partial Li Final
____, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (1U periodically, r weekly, J full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division'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
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
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:
F tow from this project is trifricary to:

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
la, Northwood Ravin
Full Legal Name (company, municipality, HOA, ut9lity, etc.
1 b. Michael Dribble, Development Manage_
Signing Official Name and Title (Ptease review 15A NCAC 2T 01
The legal entity who will own this system is:
El Individual ❑ Federal ❑ Municipality 0 State/County
1d. 1057 East Morehead St.,, Suite 300
Mailing Address
NC
Application Number:
(to be completed by DWR)
b
0
Private Partnership ❑ Corporation ❑ Ott
le. Charlotte
State
704-714-9681
Telephone Facsimile
,. Project (Facility) Information:
J a. Holly Crest Apartments
O. Brief Project Name (permit will refer to this name
Contact Person:
Matthew Mobley
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-343-0608
Phone Number
New ❑ Modification (of an existing permit)
Owner is 0 Public (skip to Item B(3)) ►4 Private
2a, If private, applicant will be:
Retaining Ownership (i.e, store, church, single office, etc,) or
El Leasing units (lots, townhomes, etc, - skip to item B(3))
❑ Selling units (lots, townhomes, etc. - go to item B(2b))
Charlotte Mecklenburg Utility Department (CMUD)
City
g. 28204
Zip Code
ibblenorthwood
E-mai
2b. Mecklenburg
County Where Project is Located
3c. [e-mail]
E-mail
69'9 I
(specify),
2b, If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (VWVrF) Treating Wastewater From This Project
4a. McDowell Creek Waste Water Treatment Plant 4b NC0036i277
Name of WWTF WWFF Permit No.
CMUDGravity I5c, WQ0005451 (08-27-91)
Owner of Downstream Sewer Receiving Sewer Size ,❑ Force Main iPermit # of Downstream Sewer (Ins
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
❑ School
Q Restaurant
Office
Retail (Stores„ shopping centers)
0 Institution
Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 54,000
'Do not include future flows or previously permitted allocations
100% CtomesticiCommercial
Industrial
(Attach Description)
Other
(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.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION
Page 4 of 6

0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 't5A NCAC 2T ,0114 for'.
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use!
data in accordance with 15A NCAC 2T .0114 (f).
400 Apartment Units @ 135 Gallons/Day/Unit = 54,000 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
1,556
New Gravity or Additiona
Force Main
New Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: NA
(self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM 1 ' permanent generator w/ATS;
2 - portable generator wlMTS
Force Main Size Force Main Length
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
Longitude: Latitude;
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w1MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
[] Yes El No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Resit n Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
R 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 5 of()

14. Have the following permits/certifications been submitted or approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 4O1Certification? 0 Yes [] No N/A
Sedimentation and Erosion Control Plan? Yes © No El N/A
Trout Buffer Waiver? El Yes Q No ® NIA
Stormwater? ED Yes © No 111 NIA
15. Does this project include any high pnority lines (15A NCAC Q2T ,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 if Yes: © and provide details:
•
Owner/Permittee's Certification (Signature of Signing Official and Project Name)
I, ;t ' =Ga, attest that this application for l Ir;i Po v � : 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 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
iigning Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
Professional Engineer's Certification: (Signatu
of Design Engineer and Project Name)
,attest that this application for Holly Crest Apartments has been
reviewed by me and is accurate, comptete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design
Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 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 143-215.6S, 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 fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
1, Matthew L. Mobley
2a, Matthew L. Mobley
Professional Engineer Name
2b. Design Resource Group, PA
Engineering Firm
2c. 2459 Wilkinson Boulevard, Suite 200
Mailing Address
2d, Charlotte ,2e. N28208
City estate Zip
2g, 704,343,0608 2h. 704.3 8,3093 2i. metthewdrgrp com
Telephone Facsimile E-mail
NC PE Se
Signature & Date
FTA 08-13 APPLICATION
Page 6of6

'rt esource group
Date: February 27, 2014
To I CDENR - Division of Water Resources
Mooresville Regional Office
10 East Center Ave., Suite 301
Mooresville, NC 28115
From: MattheMatthew L. Mobley, P.F.
Re: Northvvood Ravin - Holly Crest Apartrnents
Fast -Track Application for +ravityevwer Collection Systems
Job : 440 001
Dear Sir/Madam:'
Please find' enclosed the Fast Track Application Package fora gravity
sanitary sewer extension to serve 400 Units in the Holly Crest
Apartments community located in Funtersville, North Carolina,
The enclosed submittal package includes the following;
Application Form (ETA 08-13) (1 original)
Application Form (ETA 8-13) (1 copy)
Application Fee (480 Check)
Flow Tracking/Acceptance For (FTSE 0-13)
Watershed Classification Form (WSAS 8-13)
USES Topo Map
Street Level Map
If any additional ,information is needed to process this request, please
feel free to contact me at 704.343.0608 x318.
2454 ilrEi€rs ra bo sl ti rr_1„s
charlotte rc 3
> 704-34 €3 ai3 I 04 :3:58-3093

CHAR OTTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
November 7, 2013
Mr, Matthew Mobley
Design Resource Group, PA
2459 'Wilkinson Boulevard
Suite 200
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
HOLLY CREST
PARCEL# 009-272-15, -16
C-MU TRACKING# 600-13-636
A flow acceptance study of the subject site has been completed and it has been deterrnined that:
Charlotte -Mecklenburg Utility Department (C-MUD) agrees to accept the gravity sewage flow of 54,000
gallons per day (400 apartment units x 135 gpd/unit) from this project for transmission to the McDowell
Creek Wastewater Treatment Plant; NPDES permit number NC00036277, for treatment. This
acceptance of flow is based on the existing capacity of the designated publicly owned treatments works.
Please see attached NCDENR Flow Tracking form,
C-MUD agrees to furnish water to the subject project. The water quality to the subject project is regutated
by the State Drinking Water Act Amendments of 1986 and The Water Supply Management Plan, PWS ID
# 016001, on file with the Public Water Supply Section of NCDENR, However, C-MUD cannot guarantee
a constant pressure or quality of flaw,
C-MUD does not expect any of the above conditions to preclude water or sewer service to the subject
site. However, the applicant should understand that due to the involvement of other agencies and
continuing: growth of the water and sewer system, the ability to provide service for future projects cannot
be guaranteed nor reserved. Connection to the C-MUD system is accepted on a first come, first served
basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the approprfate
authorization to construct rmits are not obtained and construction has not started within one (! year of
issuance of this flow acceptance; and payment for any service connection(s) have not been received
within 1 ear of the is uanc e of this floor ac Lance this flaw acceptance approval shall be rescinded
and a new fitow acceptance study must be rinds. if you have any questions, please do not hesitate to
contact me at [phone],
Sincerely,
mom, C , „C9r„
ra Gross
Engineering Assistant
CHARLOTTE-M CKLENBURG UTILITY DEPARTMENT
Engineering Division • lnst
ion & Development Services
t�.ccrtutif ltles.ctrm
7t 0 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-I3)
Project Applicant Name: Design Resource Group, PA -- -
Project Name for which flow is being requested: Holly Crest
More than one 1 3E 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: McDowell Creek WWTP
NC0036277
b. WWTP Facility Permit #:
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
Allflaws are in MG»
12.00
0.576
9.79
0.059
5.345
94.5%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(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 < O.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I rff S •K ear, v., 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 addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature Date
Page 2 of 6
FTSE 08-13

FORM WSCAS 08-13
' WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
Haiiy'Crest
Matthew Mobley
Professional Engineer Name
Engineering Firm Name
Matthew Mobley
Design Resource Group
Location
1D
Name of Waterbody
County
River
Basin
Waterbody
Stream Index No.
Waterbody
Classification
II
Unnamed tributary. to Caldwell
Station Creek
Meck
E14-115-2-{1 j
C
Catawba
L I
i J
L J
.
I I
I___J—
=
r 1
f 1
I 1
i
1 1
1 1
1_ 1
I _1
-
1
L]
1
1 I
I
1_ _1
1
L 1
l
I I
J
11 I
11
1
i t
_
i
1--1
1_ 1
l- J
1
I 1
1 1
1 I
1
I
1
f 1
1 1
1 1
1--1
L_J
i
J
LJ
i J
1- 1
1 I
1 I
Et unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that i have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
con-ect to the best of my knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
El El 0 0 El
00E/rpor-Jmy r CI ri r [1 CI_ 1 CJ r
Cl o El I J t C! >:l
nn❑❑ iOi
ICI%CI❑A ❑G❑r
❑ ❑ r`� I .` Off'�ry6' L JG I
LLD
.0 ❑ C� cJ J s❑ I l '` J CI
❑ oRE_GLJr:❑L','�I EALfE7❑f30''❑u._1 ODE
❑ 0 '❑ is r v0342672 % c rJ
0 El l�}30 rJ El EJ••' j El I
El ErErEi El 0
0Eli "CI0Cl El 0J1'/1 CI0E
o C] Eo." : I r" ❑ CI El IA C: L., -.J LI ❑
El El �j`)3. .0 j NE . • ��' •••• crElr
❑ s7 n L••i _.94. ='I••i�`'�\ ���I n mb rl
❑CiQC10Er]❑L, �'LEvvJLLi E. loOs. 1�E➢0 ❑0
�co❑r'n°cl�' E-10�3.I10 tl i 11111- 7 r`
it ;, , }} t
FORM: WSCAS 08-13
Page 1 of 1

USGS TOPO
CORNELIUS QUADRANGEL
NORTH CAROLINA
7.5 MINUTE SERIES
design resource group
• landscape arch'ite Lure
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2a59 wvilkinson boulevard, scur¢e 244
errar1Q , re 20298
704,34/(*2 d 7r7 i.35c,3n93
MNM1VArr 9p,C vfl
SCALE NTS
PROJECT #. 409-002
DRAWN 94 KK
C ECKtp B IAAI
USGS MAP
ATE.DECEMBER30,2013
REVISIONS:
EXHIBIT 1
Copyright a:5 2013 Design Resource Group, PA This plan or drawing and any accompanying documen
solely for the use of the recipient noted, No third party use or modification $s permitted
h
done ate the property of Design Resource Group, PA; and ore intended
err authorization,

y tcrr tee US•
pion or drawing orrd ony occomponyfng locum
No third party u or modificotion is permitted with written oath
he property of Design
design resource group
•
▪ landscape ar[hirkctrure
civil engineering
urban design
* lard planning
• araftir„ en veer ng
• IransportatEon plannlnq
2,59 4,341k,rtsmo }.,cnlatswale, Butt 200
rhartottk, nc 21208
p rt;a 143,0468 f h)4 3S B.3393
43.43330.34334, a bm
SCA,E NTS
PROIICT 4o9-002
okawN Br
(I !CC KED F? J%I
STREET MAP
ELATE DEGEMBSER 30,2a1.9
REVISIONS
EXHIBIT 2

North Carolina Secretary of State Page 1 of 1
Account Login Register
North C-arolirr
Elaine F Marshall x E °t; `l`HE
Secretary SEC RE TARY o S VA FE
po Dan.2 ir2r Wei . ht 2752Q-K21 t915:NR-2000
Date: 2/28/2014
Click here to:
View Document Filings I File an Annual Report
Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report I
Corporation Names
Name • ; Name Type
NC NORTHWOOD RAVIN LLC LEGAL
Limited LiabilityCompany Information
SOSID:
Status:
Effective Date:
Citizenship:
State of Inc.:
Duration:
Annual Report Status:
Registered Agent
1227992
Current -Active
10/31/2011
FOREIGN
DE
PERPETUAL
CURRENT
Agent Name:
Office Address:
Mailing Address:
Principal Office!
CT CORPORATION SYSTEM
150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Office Address:
Mailing Address:
Officers/Company Officials
1057 EAST MOREHEAD STREET, SUITE 300
CHARLOTTE NC 28204
1057 EAST MOREHEAD STREET, SUITE 300
CHARLOTTE NC 28204
Title:
Name:
Business Address:
MEMBER
RAVIN PARTNERS LLC
1057 E MOREHEAD ST., STE. 300
CHARLOTTE NC 28204
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2449
http:I/www.secretary.state.nc.us/corporations/Corp.aspx?PiternId=9857587
2/28/2014

Central Files: APS SWP
3/6/2014
Permit tr ber WQ0036991 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
sujatha,nagulapally
Coastal SWRule
Permitted Flow
5,400
Facility
Version Permit Classification
1,00 Individual
Permit Contact Affiliation
Facility Name
Holly Crest Apartments
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Northwood Ravin
Dam/Events
Owner Type
Non -Government
Owner Affiliation
Michael Gribbie
1057 E Morehead St
Charlotte
NC 28204
Orig Issue
3/6/2014
Scheduled
App Received Draft initiated Issuance Public Notice issue Effective Expiration
3/4/2014 3/6/2014 3/6/2014
Reg Activities
Apartment complex
Condominium
Wastewater collection
Oiatfail
Requested !Received Events
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin

Ertel, Debbie
From: Childs, Janene
Sent: Tuesday, March 04, 2014 4:45 PM
To: Ertel, Debbie
Subject: Check for Fast Track Applic - Holly Crest
Attachments: hppscan478.pdf
Importance: High
Hi Debbie,
Michael Parker asked me to send you a copy of the check for the Holly Crest project to be processed by your office via
Fast Track. Please email back the permit number. Once I have this information the RRO will deposit the check into the
SWP account. Many thanks, please let me know if you need anything further.
Janene
Janene S. Childs, Regional Administrative 011icc Manager
Raleigh Regional Office
Division of Environmental Assistance & Customer Service (DEACS)
NC Department of Environment Sr.. Natural Resources
380() Barrett Drive, Raleigh, NC 27609
Phone: ne: 919-7914 205
Fa:919-571-4718
Mailing Address:
1628 Mail Scrvicc Center, Raleigh, NC 27699-1628
"Write it on your heart than every day
is the best day in tfie year. "
- Rafph 1Vafd"o Emerson
Email correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

NORTH CAROLINA
DEPARTMENT OF
ENVIRONMENT AND
NATURAL RESOURCES
MAR -3 ..
1=2)11N111.
Division of Water Resources
Raleigh Regional Office
Non -Discharge Pump and Haul Permit Application
Application Number: (to be completed by DWQ for new projects)
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, other): Duke Energy Progress, Inc.
2. Print owners or signing official's name and title (person legally responsible for the facility and its compliance):
John D. Daffier- Plant Manager, Harris Plant
3. Mailing address of applicant: 5413 Shearon Harris Road
City: New Hill • State: NC Zip: 27562
Telephone number: (919 ) 362-2000 Facsimile number: [phone]
Email Address: [e-mail]
4. Project name (facility or establishment): Harris Nuclear Plant Pump and Haul Permif
5. County where project is located: Wake
6. Fee submitted: $ 1.310.00 (See Instruction B.)
7. Name and complete address of engineering firm: McKim & Creeds Chuck -Riley, Jr.
94n '.Jn....a. n.:,.a C.,:m Knn
DUkE
ENERGY.
1•rW..•ta-ft" ti..�:+�M+eri 42«:: ...►tDUKB"eNERQ ,NAMVME'•MYLOGr ARKEL 'HOC©• raucrNQC••;roww E !IE34l A
Duke Energy' 13usiness Services
;• , 400 Saudi Tryon Street
, CGarlolte, NC 28285
Corporate Accounts Payable
ST2513 40DSouibItyun Streat.
,^= • ^'=— -tee .
JPMORGAN CHASE.BANK, N:A.
Syracuse, NY
tl
',Aar aAla,
1000112080
50-937213
i''iy' -°' `' One.thousand t/iree hundred ten and.rx / 100 Dollars
To The,
Order Of
NORTH CAROLINA DEPARTMENT OF
ENVIROMENT AND NATURAL RESOURCES
RALEIGH. REGIONAL OFF
1 6i28 MAIL SERV CTR
Raleigh; NC 27699
pate 1/21/I4
S**1,310.00
Authorized Signature

RECEIVEft,NcDf NR! VP wr
1 v' r I`I(, f°K; f:iNGf
Permitteei Northwood Ravin w Rt Permit Na. WQ003fi991
Project Holly Crest Apartments fCid7,E V la,E RFt ftaNAL OFFI( Issue Datei 3/06/2014
Completra and submit this form to the permit rssetis'rr1 regional office with the following,
• One copy of the, project record drawings (plan & prcafiie views and detail drawings of se er `sines) of the wastewater
collection system extension Final record drawings should be clear on the plans or on digital rnedia (CD or DVD
disk) in pdf ft'.rrrneat. 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
genoratortls) or storage greater than longest past three year outage reliability option selected) for any pomp stations.
permitted as part of this project
• Changes to the project should be cle( y ied en the record dr av
modifications are required for any changes resulting in nark-c
rnit trnumdesign criteria, Modifications shourd be submitted prnar
written surrrrrmary taarrn Permit
with thispermit, regulatwrt r
ion,
Tnis project shall not be considered complete nor allowed to operate until the Dr lion tras received this Engineers
Certification and ali 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
I, " r ar v I t t:„�:rr �•- the undersigned went or the Permlttee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements the Professic nal Engineer below has
provided applicable desrgnlconstruction information to the Permittee, and the Permittee is prepared to operate &
aarntain the wastewater collection system permitted herein or portions thereof.
CERTI
ON
Partial k) Final
duly registered Profess'anal Engineer In the State ,of North Carolina,
inavirtg been authorized to rndically, weekl'y,1. full time) the construction or the subject project
for the Permittee hereby state that, to tote best of my abilities, due care and diligence was used in the observation
of the construction such that the oonstruution was observed to be hurit within substantial compliance of this
permit, 15A NCAC 02T. the Division's Gravity Sewer Minimum Design Criteria adopted February 12, f 0c96 as
applicable: the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June I, 2000 as applicable, and other supporting materials_
North Caroni Profess
Seal, signal e„ and da
The Permittee —spa 1
wastewater flow made tributary t.
Engineer's Certification shall be con
enforcement actions
neer's
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUBRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
ng at partial certifications r<p rrrttil a furrai certification is received Any
wastewater collection system extension prior to completion of this
idered a violation of the permit and shall subject the Permittee to appropriate