WQ0033116_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 6, 2008
Mr. Don McGee, Owner
Hood Road Development, LLC
3124 Washburn Ave
Charlotte, NC 28205
Subject: Permit No. WQ0033116
McCarron Subdivision -Phase IV
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. McGee,
In accordance with your application received on June 2, 2008, we are forwarding herewith
Permit No. WQ0033116, dated June 6, 2008, to Hood Road Development, LLC 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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. 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.
Mooresville Regional office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
No `hCarolina
/ aturally
An Equal OpportunitylAffirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Ms. McGee
Page 2
• June 6, 2008
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 for the construction and operation of approximately 1,600 linear feet of 8-inch gravity sewer
arid the discharge of 6,840 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system 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.
The sewage and wastewater collected by this system shall be treated in the McCarron
Subdivision WWfP ( NPDES No. NC0071781) prior to being discharged into the receiving stream.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Aqua North Carolina/Rayco Utilities. Aqua North CarolinalRayco Utilities
must utilize whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the collection system permit requirements.
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.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
�� 4 1/.
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Jeffrey McCluskey, Mc2 Engineering, Inc.
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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 of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. 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.
6. 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.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. 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.
9. 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.
10. 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.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], 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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but 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 Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part I! of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 6th day of June, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1L_
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033116
3

rst
Track Engineering Certification
Permit No. WQ0033116
June 6, 2008
OwnerNVQCS • PE WQCSANWTP
Don McGee, Owner Jeffrey McCluskey Thomas Roberts
Hood Road Development, LLC Mc2 Engineering, Inc. Aqua North Carolina
3124 Washburn Ave 2110 Ben Craig Dr, Suite 400 202 Mackenan Ct
Charlotte, NC 28205 Charlotte, NC 28262 Cary, NC 27511
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• 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.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of McCarron Subdivision, a
Mecklenburg County 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 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, '2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
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.

pir
OF NORTH CAROLINA
.OUNTY OF MECKLENBURG Permit No
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-21.5.I (di) and entered into this 4 day of
_February _ OO8_, by and between the North Carolina Environmental Management Commission,
an agency of the State of North Carolina, hereinafter known as the COMMISSION; and Hood Road.
Development , a corporation/general partnership registered/licensed to do business in the State of North
Carolina, hereinafter known as the DEVELOPER.
W ITNESSETH.:
I„ The DEVELOPER is the owner of the certain lands lying in Mecklenburg, County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known.
as McCarron Subdivision — Phase IV (hereinafter the Development).
The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal. System) to provide sanitary sewage disposal to serve
the Development on said lands.
The DEVELOPER has applied to the COMMISSION for the issuance of a perrnit pursuant to G.S. 143-
215_1 to construct, maintain, and operate the Disposal System.
d. The DEVELOPER has created or shall create unit ownership in said dwellings units, other i nprovennents
and lands through fling of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the tinge of filing of the
Declaration, the Hood Road Development -_ (hereinafter Association), a non-profit corporation
organized and existing under and by the virtue of the laws of the State of North. Carolina, for the purpose,
a.rnong others, of handling the property, affairs and business of the Development; of operating,
maintaining, re -constructing and repairing the common elements of the lands and improvements subject to
unit ownership, including the Disposal System; and of collecting dues and assessments to provide funds
for such operation, maintenance, re -construction and repair.
The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be der i ed by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andilaw.
?, The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name. of
the permit holder, the DEVELOPERmust request that the permit he reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
T
e
not
er, convey,
herwise
for the operation�an dlmaintenancetof its lDisposalrgn or Systemtunt 1 a permitish or been reissued the
sibility
DEVELOPER'S :successor.
p to the

The DEVELOPER shall provide i.n the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained arid.
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association e,x.cept for Federal, State, and local taxes and insurance.
a. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly .budget.
f. In the event the common expense allocation and separate fund are not adequate tear the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7 if a wastewater collection systern. and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Developnaeut, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system{ and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental 'unit may require as condition of accepting the Developments wastewater.
S. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to mind approved by the COMMISSION by the issuance of a permit.
The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6., 7, and 8 above- shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System
l f). A copy of this agreement shall be filed at the Register ol" Deeds in the Comity t ies) where the Declaration
is tiled and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREE,t)F, this agreement ev°as executed in duplicate originals by the duly authorized
representative of the parties here -to on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
;iEMENT COMMISSION
Hood Road Development, LLC
Name of DEVELOPER

,CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number: +
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1. Owner:
1 a. Hood Road Development, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
l b. Don McGee — Owner
Signing Official Name and Title
1 c. The legal entity who will own this
(Please review 15A NCAC
system is:
D State/County
2H
.0206(b)
Private
for authorized signing officials!)
• Individual ❑ Federal • Municipality
1 d. 3124 Washbum Ave
►A
Partnership • C poration ■ Other (pec ) _
Ile. Charlotte
Mailing Address
_____._._
I City _ _ _ _-w._______
__ . _.� __._----_--._�ig. 28205 -- _ �_.._ _ ___ _
_
1f. NC
E State I Zip Code -
11 h. [phone] 111 [phone] 11 j. `
Facsimile i E-mail
2. Project (Facility) Information:
2a. McCarron Subdivision- Phase
—
IV
2b. Mecklenburg
' Brief Project Name (permit will refer to this name) I County Where Project is Located
-
3. Contact Person:
1,3a. Jeff McCluskey — Project Civil Engineer
Name and Affiliation of Someone Who Can Answer Questions About
__�� _ ___ �____ _._ __.�___ �---
73b. [phone]
this Application
3 c. [e-mail] _
I Phone Number
} E-mail
i
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(of an existing permit) If Modification, Permit No.:
i1. Project is ► i New • Modification
i
1 For modifications, attach a separate
phase, changing line size/length,
j duplicate project information in
sheet clearly explaining the reason for the modification (i.e. adding another
etc.). Only include the modified information in this permit application - do not
B(7) and B(10-11) that has already been included in the original permit.
B(3)) ® Private (go to Item 2(a))
2. Owner is ■ Public (skip to Item
,2a. If private, applicant will be:
1
church, single office, etc.) or
etc. - skip to Item B(3))
etc. - go to Item B(2b))
i 2b. If sold facilities owned by a (must choose one)
i
0 Public Utility (Instruction III)
l ® Homeowner Assoc./Developer (instruction IV)
■ Retaining Ownership (i.e. store,
■ Leasing units (lots, townhomes,
►i Selling units (lots, townhomes,
3. Rayco Utilities, Inc d/b/a Aqua North Carolina
I Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
t4a. McCarron Subdivision WWTP 14b. NC0071781
; Name of WWTF I WWTF Permit No.
5a. Rayco Utilities
b. 8"
►ii Gravity
• Force Main
5c.
; Owner of Downstream Sewer
Receiving Sewer Size
1 Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all That apply):
® Residential Subdivision
I ❑ Apartments/Condominiums
❑ Mobile Home Park
specify):
100 % Domestic/Commercial
• Car Wash
i ❑ Institution
• Hospital
% Industrial
■ School ; 0 Church
• Restaurant • NursingHome
% Other (specify):
III Office i • Other
7. Volume of wastewater to be allocated for this particular
project:
6,840 gallons per day
L *Do not include previously permitted allocations
8. If the permitted flow is zero, indicate
❑ Interceptor Line - Flow will
■ Flow has already been allocated
❑ Rehabilitation or replacement
why:
be permitted in subsequent permits
in Permit No.
that connect to this line
new flow expected
of existing sewer with no
PTA n7m1 - RPV narn5

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
19 Single -Family lots x 360 gpd (120 gpd per bedroom x 3 bedrooms per house) = 6,840 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8"
1600.47
G
ENTER TOTAL LINE LENGTH IN MILES
0.0367
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow Operational Point
(MGR) GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
1
i
l
- _
,
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
0 Yes • No if no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
0 N/A
❑ N/A
❑ N/A
■ Yes ❑ No
.. Yes • No
►I Yes • No
14. Does this project involve aerial lines or siphons? Check if yes:
These.lines wilLbe considered ialurioritv_aad.must be_cllecked once eeverst_six.months
15. Does this project have gravity sewer lines designed at minimum
Be aware that the Division will not accept Installed linos more than 10% flatter than
corrected prior to submitting the final engineering certification..
❑
slopes? 0
installed outside this tolerance should be
the minimum slope. Lines
FTA 09/01 - RP.v 4 Od/f15

CK APPLICATION for GEANIT ' SEWERS, PUMP STATIONS, of !) FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "'DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
1 Reedy Creek. Mecklenburg Yadkin 13-17-8 C
Submit the 8.5" x 11 " COLOR topographic map as required in Instruction VI
classification is provided!
regardless of whether
t. Applicant's Certification:
attest that this application for � }� . ,.., . has beery reviewed by me and is
accurate and complete to the best of my knowledge. ! understand that !f all required parts of this application are no
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
143-215.68, 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 a. r�
Signing Official Signature
2. Professional Engineer's Certification.
1 attest that this application for �i �4f 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. ! 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 certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seat signifies that l
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215,66A and 143-215,68, 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. Jeffrey D. McCloskey, PE.
Professional Engineer Name
2b, Mc2 Engineering, Inc,
Engineering Firm
2c. 2110 Ben Craig Dr., Suite 400
Mailing Address
2d., Charlotte
City
704.510.9797
Telephone
2e. NC 2f. 28262
State Zip
[e-mail]
E-mail
ignature & Date
74 10/111 - R v 1 r1Ui115

ENGINEERING
Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDENR - DWQ
610 E Center Ave, Ste
0
Mooresville, NC 28115
Attention: Dee Browder
Project #: 2007-012
Date: 1/28/08
For Your Information
As Requested
For Your Approval
For Your Review
Project:
McCarron Subdivision — Phase IV
Fast -Track Application Gravity Sewers
Check #4280 for $480.00 Application Fee
Operational Agreement
CMUD Flow Acceptance
USGS Quad Sheet
BIMS Repo
Comments: Please le
CC:
Drew Farnie
Project Designer
P:\20O7-012 McCarron.\Correspondence\Transmitta
12007-0
2 DWO-SS.doe

F WATF- State of North Carolina
90 Department of Environment and Natural Resources
7 Division of Water Quality
-mac Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Rayco Utilities, Inc d/bla Aqua North Carolina
Project Name for which flow is being requested: McCarron Subdivision- Phase IV
More than one FTS&10/07 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 wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Ork�Co,rrof St..brt;4;4 inn W ATP
b. WWTP Facility Permit #: IC ()D 7 I'7R 1
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 flows are in MGD
1j.2Ny
O.U53
Ci. O1Jp
6.007
O. t r2.4
H. 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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Stateme
I, l,'is, 4t- J / 2 1 ,r-i certify that, to the best of my knowledge, 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_ 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 abo Lions I ar 'II for} ich Ism the responsible party. Signature of this formindicates
accep _ c Qf S waste
Sign Official Signature
Date

Central Files: APS SWP
06/05/08
Permit Number WQ0033116 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
6840
Facility
.Facility Name
McCarron Subdivision - Phase IV
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Hood Road Development LLC Non -Government
Owner Affiliation
Don McGee, Owner
3124 Washburn Ave
Charlotte
Dates/Events
NC 28205
Orig Issue App Received
06/06/08 06/05/08
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective Expiration
06/06/08 06/06/08
Reauested/Received Events
Additional information requested
Additional Information received
Waterbody Name Stream Index Number Current Class Subbasin