WQ0031159_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 28, 2006
Mr. Joe Polite, Vice President
Chardon Village FCLD, LLC
1330 E 4th Street
Suite 300
Charlotte, NC 28204
Subject: Permit No. WQ0031159
Charndon Village
Wastewater Collection System Extension
C-MU TRACKING #600-06-560
Mecklenburg County, North Carolina
Dear Mr. Polite,
In accordance with your application received on December 27, 2006, we are forwarding
herewith Permit No. WQ0031159, dated December 28, 2006, to Charndon Village FCLD, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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
An Equal OpportunitylAffirmative Action Employer — 50% Recycled/10% Post Consumer Paper
NorthCarolina
Naturally

Mr. Polite
Page 2
December 28, 2006
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 Charndon Village FCLD, LLC for the construction and operation of approximately 923 linear
feet of 8-inch gravity sewer and the discharge of 6,270 gallons per day of collected domestic
wastewater into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the
application received December 27, 2006, 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.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities WWTP (McAlpine Creek NPDES No. NC0024970) 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.
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
cL-P
.�"�
t,I-�G _
for Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Gravity Sewer Permit File
Steve Wilson, DPR Associates, Inc.
Surface Water Protection Central Files
Tom Asenzo, 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 II 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 28th day of December, 2006. .
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, E.,--Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031159
3

Fast Track Engineering Certification
Permit No. WQ0031159
December 28, 2006
Joe Polite Vice President
1330 E. 4'h Street
Suite 300 •
Charlotte, NC 28204
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 Charndon Village, 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.

/-2z °Pl
Central Files: APS SWP
12/28/06
Permit Number WQ0031,1,59 — 7-":7-'
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
6270
Facility
-Facility Name Major/Minor Region
Charndon Village Minor Mooresville
Location Address
Owner
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Chardon Village Fold LLC
Dates/Events
Scheduled
Orig issue App Received Draft Initiated Issuance
12/28/06 12/27/06
Non -Government
Owner Affiliation
Joe Polite
Public Notice Issue
Effective Expiration
12/28/06 12/28/06
Regulated Activities Re. uested/Received Events
Additional information requested
Additional information received
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Waterbody Name
Stream Index Number
Current Class Subbasin

STATE OF NORTH CAROLINA
COUNTY OF _Mecklenburg_
Permit No. W2co3 11 s1
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 20th day of
_July _ 2006 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Charndon Village Home Owners`Association , a non-profit corporation organised and existing under and
by virtue of the laws of the State of North Carolina, hereinafter known as the ASSOCIATION.
WITNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as _Charndon Village
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
or 47F of the North Carolina General Statutes.
5. 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 derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
I. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
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 and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances thereto are part of the common elements and shall thereafter be properly maintained
and 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 except for Federal, State, and local taxes and insurance.
FORM: HOA 02/03 Page 1 of 2

The ASSOCIATION 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 fund allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for 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 be provided such that special assessments can be made
as necessary at any time.
If a wastewater collection system 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 Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted anddischarged 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 Development's wastewater.
6. 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 ASSOCIATION 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 and approved by the COMMISSION by the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsi
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION'S successor.
y
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, , 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the _Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:�
FOR THE ENVIRONMENTAL C aq-A o �� one rn}, e�„li k'( r"cthor'
MANAGEMENT COMMISSION Name of ASSOCIATION
Alan W. Klimek, P.E, Diret fo
Division of Water Quality
Byl
(Signa
Joe Polite,
Print Name
(Date)
FORM: HOA 02/03
Page 2 of 2

FASTTRACK APPLICATION for GRAVITY SEWERS, PT.(i 'IP` STATIONS, AND FORCE MATHS
PAGE 3
z
0
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Signing
legal er
IndMdua
L.LC
ompany, municipality, HOA, utility, etc,
Application Number:__.
(to be completed by OWQ)
al Name and Title (Please review 15A NCAC 2H .0206(b) for aut
who will own this system is:
Federal © MunicipalityrvEj St
1 d. 1330 E. 4`" Street, Suite 300
1h..
Mailing Address
Telephone
2. Project (F
Chamdon Village
Brief Project Name (p
Contact Person:
Steven S. Wllsor� PE
tion:
7
Fac
igning officials)
County Private Partnership © Corporation [Q Other (specify} _
ti!1 e. Charlotte
City
28204-223
Zip Code
Email
12b. Mecklenburg
County Where Project
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-332-1204 23c. sswilson@dprassocian
Phone Number E-mail
1. Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line sizellength, etc.). Only Include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included In the original permit.
Owner is El Public (skip to Item B(3))
If private, applicant will be:
® Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to item S(3)) ® Homeowner Assoc./Developer (Instru
Selling units (lots, townhomes. etc. - go to Item B(2!a))
Charlotte-Mecklenbu Utilities
er Treatment Facili
Name of
Charlotte-Meck Utilities 5b 8
Owner of downs —a.
Gravity
Cream Sewer Receiving Sewer Size ❑ Force Main 1
(check all that apply):
The origin of this wastewater " is pp Y):
Residential Subdivision 0 Car Wash
Apartrnents/Candominiums ❑ Institution
❑ Mobile Home Park 0 Hospital
❑ School 0 Church
❑ Restaurant
❑ Nursing Home
❑ Office 0 Other (specify):
From
b. NG
100 % Domestic/Commercial
% Industrial
% Other (specify):
Volume of wastewater to be allocated for this particular project: t*r,274 (33 units X 1 0 PD) gallons per day
*Do not Include previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
'
9. Provide the wastewater flow calculations used in determining the permitted flow inaccordance 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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
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
923
Gravity
w.`
•
•1': .
Z- ENTER TOTAL LINE LENGTH IN MILES
0.17
0
re
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
(MGD)
Operational Point
GPM @ TDH ,
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wltelemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Desian Criteria far the Fast Track Pprmi+iinn of a,,,,,,, c++r,,... ,.-,,-1 C,,.,.,,
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ® No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ NIA
Stormwater? ® Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
ThessJines wiiLb_esonsidered.bioiuninalmand.mustbe_checked-once every sixmonths
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
PTA flJ/f12 -Ray i f141/f1S

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
•
�V'' _
. ;.0 .
ew
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:'
gl A Stream Classification
waterbody; AND,
is not needed because ail parts of the project are at least 100 feet away from any down slope
0 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
map for cross-reference)
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
•
.
- r
Submit the 8.5" x 11" COLOR topographic map as required
regardless of whether a classification is nrovided!
in Instruction VI
•
0 •
Applicant's Certification:
1, Joe Polite, attest that this application for 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
$ - +00 per vioiatio,,�
1
Sic' a icial Signature
7�av4
Date
'Q• essional Engineer's Certification:
i, Steven S. ilson, attest that this application for 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. l 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 seal 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 143-215.6A 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. Steven S. Wilson, PE
Professional Engineer Name
2b. DPR Associates, inc.
Engineering Firm
2c. 420 Hawthorne Lane
Mailing Address
2d. Charlotte r e. NC
City State
2f. 28204
Zip
2g. 704-332-1204 2h. 704-332-1210 i. [e-mail]
Telephone Facsimile E-mail
C•
<r:r�:ab �y ., .
a•41,
„. • ��rF } Tti4�
o- ESr..,s
Seal, Signature & Date
riTA AIM/ i)„_. ^1 AA Inc

•
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
August 3, 2006
Ms. Tammy Austin
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
CHARNDON VILLAGE
TAX PARCEL #189-271-89
C-MU TRACKING #600-06-560
Dear Ms. Austin:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 6,270 gallons per day (33 residential units x 190 gpd/unit) 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; which is contingent upon final acceptance and issuance of a discharge
permit from the appropriate local, State, or Federal Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the subject
project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow. This agreement is also contingent upon approval by the Division of
Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions 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 Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis. If you have any questions, you may contact me at (704) 391-
5129.
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

August 10, 2006
Ms. Sonja Basinger
NC Department of En'vironmen`
Division of Water Quality
919 N. Main Street
Mooresville, NC 28115
Subject: Sanitary Sewer System for
Charndon
DPR No. 06041.7
d.
Dear Ms. Basinger:
Enclosed are the following for your re
1. Fa.st. Track Application
2, Flow Acceptance Letter fo.
CMU
PDES pe
7- 2.7
1 original d 1
3, 81/2 x 11 color copy of the USGS Quad map
2 copies, 3ated: 8-3-06
DPR ASSOCIATES
Landscape Architects
Planners & Engineers
420 'Hawthorne Dine
Charlotte; NC 28204
4. Application Fee -Check for $400 -First Colony Land Development Check #032765
5. Oe.eraii ov of kgreerr.ent
Should you have any questions, or need additional information, please call.
Sincerely,
DPR Associates, Inc.
(1
Tammy Austin
TBA/cc
Encl:
Cc:
Y:02006 Frojecis1060411CAD\CDsysewer-water\NCDENRs.6.doc
4-3

CHARLOTTE.
CHARLOTTE-W
UTIL
August 3, 2006
Ms. Tammy Austin
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
SUBJECT: WATER AND SANITARY SEWER I
CHARNDON VILLAGE
TAX PARCEL #189-271-89
C-MU TRACKING #600-06-560
Dear Ms. Austin:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 6,270 gallons per day (33 residential units x 190 gpd/unit) from this
project for transmission to the McAlpine Creek Wastewater Treatment Rant; NPDES permit number
NC0024976, for treatment. This acceptance of flow is based on the existing capacity of the designated
publicly owned treatments works; which is contingent upon final acceptance and issuance of a discharge
permit from the appropriate local, State, or Federal Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the subject
project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow. This agreement is also contingent upon approval by the Division of
Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions 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 Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis. If you have any questions, you may contact me at (704) 391-
5129.
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE•MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilides.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph; 704/399-2221
Fax: [phone]

pin
G7
t. Y
March 18, 2008
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of VVater Quality
Joe Polite, Owner
Charndon Village
4500 Cannon Village Parkway
Suite 350
Charlotte, North Carolina 28211
SUBJECT: Charndon Village
Permit No. WQ0031159
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on February 22, 2008.
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 permit. 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 a copy, please contact your consultant
immediately to obtain a copy.
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, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
htto://h2o.enr.state.nc.us/ndpu/ndouaops.html#Sewer. '
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
11.311
1 Robert Krebs
Surface Water Protection Regional Supervisor
Enclosure
Cc: Terry Cragie
Surface Water Protection Section Central Files (certification page only)
Please forward copy to Engineer
•NonrthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http:11h2o.enr.nc.state.uslndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Fast Track Engineering Certtf'cati©n
Permit No, WQ0031159
December 28, 2006
Pk
Complete and submit this form to the permit issuing regional office with the foil ving:
• 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 summaryforrn. Permit
modifications are re aired for an chap es res ultin in non-com fiance with this ermitrequlations or
minimur, n design criteria,
This project shall not be considered complete nor allowed to operate until tt is Engineerms Certification and all
required supporting documentation have been received by the Division 4"e`�er�•.�reif Is Ig y redsnd
that this certi tcafin be sent in a mann that provideproof of receipt by ff o Dt Islon
ENGINEER'S CERTIFICATION
0 Partial
X Final
I, Terry A. Cragle, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (X periodically, El weekly, full time) the construction of Charndon Village, a
Mecklenburg County project, for the Permittee, hereby state that, based on a final inspection 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement action,
Y:2006 Projectsl06041\CADTDs1Asbuilts\WQ0031159 See e
erti
ationdoc

VbruarY
20, 2008
Alan W. Klimek, P.E.
NCDENR - Division of Water Quality
Mooresville Regional Office
Surface Water Protection
610 East Center Avenue, Suite 301
Mooresville,N,C, 28115
Re: Charndon Village
Sewer Permit # WQ0031159
Mecklenburg, NC
DPR Comm, No: 06041.9
Dear Mr, Klimek,
DPR ASSOCIATES
Landscape Architects
Planners & Engineers
—.-42©Hawthorne Lane
t_hartotre,. NC 28204
Phone [phone]
Fax [phone]
Please find enclosed the FINAL Engineer's Certification and two set of as -built
prints for this project. This certification completes the certification process for
sanitary sewer facilities for this project. Give call me if you have questions or
need additional information,
Respectfully submitted,
DPR ASSOCIA`ES, INC.
Terry A. Cragle, P.E
Fax Copy: John Grab 704-364-4106
Y:12006 Projects \ 604'i\ AD\ Ds loufl6041 cover letter. C ;AL sewer cerfiflc fi r� Y 2-20-t18.d©c

VTRANSMITFt , E ' 'ER
Date:
To:
From:
February 21, 2008
Alan W, Klinick. P.E.
NCDENR - Division of Water Quality
Mooresville Regional Office
Surface Water Protection
610 East Center Avenue, Suite 301
Moores\rille, N,C, 28115
Keith. Brown
Re: Charndon Village SanitarySewer & Water As-builts
DPR Job No, 06041.9
We are sending you
Copies Date
2-18-08
2-20-08
Message:
Mr. Klimek.
/la Fed-X) the following .iterns:
No, Description
D SIGN PLANNING RESEARCH
DPR ASSOCIATES
Landscape Architects
Planners & Engineers
420 Havv[ hor ne Lane
Chanotte„ NC 28204
Phone 704-332- i204
Charndon 'Village Sanitary Sewer & 'Water As-builts
sheets A3-U-1 & AI3-L 1-2
Final Engineer's Certification for Sewer
Fax [phone]
Here is the certification and 2 sets of as -built plans enclosed for our use and records,
Please let me know if you need additional information.
Fhank you..
NC D7 IR MPO
DWQ-Suriarc Vior ProlectIon
Yo2006 ProiccL-L)604 1 1)o(lunentsai(ft1Transmimd NC:1.)LN R SoAer 02.21 -08,doc.'