WQ0031244_Regional Office Historical File Pre 2018 (2)

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 22, 2007
Mr. Edward Trevellian, Managing Partner
Fidelity/Woodstone, LLC
9313-K Monroe Road
Charlotte, NC 28270
Subject: Permit No. WQ0031244
Woodstone of Elizabeth
Wastewater Collection System Extension
C-MU TRACKING #600-06-611
Mecklenburg County, North Carolina
Dear Mr. Trevellian,
In accordance with your application received on December 21, 2006, we are forwarding
herewith Permit No. WQ0031124, dated January 21, 2006, to Fidelity Woodstone, 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Noy° Caro ina
?aturnl�ll

PP!,
Mr. Trevillian
Page 2
January 21, 2007
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 FidelityNVoodstone, LLC for the construction and operation of approximately 242 linear feet
of 6-inch gravity sewer and the discharge of 2,850 gallons per day of collected domestic wastewater
into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the application received
December 21, 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 (Sugar Creek NPDES No. NC0024937) 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 150E 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,
Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
MRO, Collection System Permit File
Jeffrey Boone, Greenbrier Design Group, PC
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 §143-215.1 C.
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 facilitiesfail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shal 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

r
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 22nd day of January, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(-----)
for Aln'W� Klimek, P.E., Director
Divisi ater Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031244
3

Fast Track Engineering Certification
Permit No. WQ0031244
January 22, 2007
Edward Trevillian, Managing Member
Fidelity/Woodstone, LLC
9313-K Monroe Road
Charlotte, NC 28270
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 the Woodstone of Elizabeth, 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.

A TE OF NO
COUNTY OF
D1! r1 LOPER'S OPE
Permit No.
TIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-2't5,1 (di) and entered into this 19th day of
December 2006, by and between the North Carolina Environmental Management Commission, an agency of the 'State of
North Carolina, hereinafter known as the COMMISSION; and Fidelity/10Woodstone.LLC , a corporation/general
partnership registeredllicensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER.
WiTNIESSETH:
The DEVELOPER is the owner of the certain lands lying in Me
will erect +iwelling units and other improvements, said developmetdt. to be known
as � ti ttlap a ;_Eli theth thereinafter the Development),
The DE:VE:=,C OPiR desires, to construct a wastewater collection system with pt�n
tnd:tor disposal iitcilities (hereinafter Disposal System t C4 a+ $wry sew.
Development on said lands.
The DEVELOPER has applied to the COMMISSION fur the Issuance
of va perrrti
i operake
c-,. n'st *,.t,
T•he. DEVEL ER has rez
P' orth
- ' -17 IEREl=GR ,, l r cow..
.
yi l ailSSi . N and D[ V ELL.
The DEVELOPER. OPER. shall co.
urg County, on which it is ere
dwe
led. or wi;l cause ';.a be ;,`orr;;i.wr.l
l Sv at
issued iiin i ? oroveci . y the C. l lISS!C1 i. and sh.al
icilities in accordance with applicable
nit provisio
DEVELOPER shall not ttr,nsfer ownersftip and/or control of the Dis.
construction has been completed in accordance with the permit and approved pans, ano 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
DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the
Association Bylaws and Declaration.
The DEVELOPER shall not transfer, convey,assign or otherwise relinquish or release its responsibility for the
operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor:
no
ps, wastewater treatment 'Az
disposal to serve the
rilvilittr a¢a a-t.
and rnaint.
td
Assueiation
RIVi: DEV 02/03
Page 1 of 2

pppppi7
•
he DEVELOPER shall provide in the Declaration andAssociation 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.
5. 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.
6. In the event the common expense allocation and separate fund 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 provide that such special assessments can be made as necessary at any time.
7_ 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 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 Development's wastewater.
3. 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 and approved by the COMMISSION
by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 3 above shail be conditions of any permit
issued by the COMMISSION to the DEVELOPER for the construction.,maintenance., repair and operation of the
Disposal System.
l O. .A copy of this agreement shall be lied at the Register of Deeds in the County(ies) where the Declaration is filed
and in the Offices of the Secretary of State ofNor'th Carolina with the Artieles of Incorporation of the Association.
IN WITNESS %A i-IEREOF, this 'agreement was executed in duplicate originals by the duly authorized representative o
the padies Thereto on the day and year v, riiten as indicated by each. of the parties named below;
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
aa
Alan ]i\ Klimek, P.E., Dir
Diviskri1 of Water Quality
(Date)
/Z21 i
Fidelitv/Woodstone, LLC
chine:- -/i
By:
(Signature)
Ed Trevillian, Managing Partner
Print Name and Title
FORM: DEV 02/03 Page 2 of 2

z
0
0
LL
z
z
9313-K Monroe Road
Mailing Address
NC
CK APPLICATION for GRAVITY SEWERS, PUMP STATIC?NS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
la. Fidelity/ilVoodstone, LLC
Application Num
(to be completed by
Full Legal Name (company, municipality, HQA, utility, etc.
1b. Edward Treviilian, Managing Partner
Signing Official Name and Title (Please review 15A NCAC 2H .6266(b) for authc
The legal entity who will own this system is:
0 Individual 0 Federal ❑ Municipality 0 State/County 0 Private Partnership
ire, Charlotte
State
1 h. 704-844-6060
Telephone Facsimile
2. Project (Facility) Information:
2a. Woodstone of Elizabeth
Brief Project Name (permit will refer to this name)
Contact Person.
3a. Jeff BooneI Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-347-4972 3c, [e-mail]
Phone Number
City
ning officials!)
Corporation 0 Other (specify):
1 i. 704-844-6040
28270� ..w_..
Zip Code
edtrevilliantcarolina.rr.com
E-mail
2b. Mecklenburg
County Where Project is Located
1. Project is New 0 Modification (of an existing permit)
E-mail
If Modification, Permit No,:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, 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.
2. Owner is 0 Public (skip to Item B(3)) Private (go to Item 2(a))
2a.
If private, applicant will be:
Retaining Ownership (i,e. store, church, single office, etc.) o
asing units (lots, townhomes, etc, - skip to item B(3))
Iling units (lots, townhornes, etc. - go to item B(2b))
Otte -Mecklenburg Utilities (CMUD)
2b. If sold, facilities owned by a (mu
[] Public Utility (Instruction III)
Homeowner Assoc./Developer (Instruction IV)
r of Wastewater Treatment Facility (VWVTF) Treating Wastewater From This Project
4a. Sugar Creek Wastewater Treatment Plant 4b. NC0024937
Name of WWTF WWTF Permit No.
a CMUD b. t3� Gravity 5c,
Owner of Downstream Sewer ;Receiving Sewer Size ,0Force Main
6 The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
Volume of wastewater
*Do not include previously perml
El Car Wash
0� Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):
to be allocated for this particular project: 2
teed allocations
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent pe
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
Permit Number of Downstream Sewer
100 % Domestic/Commercial
% Industrial
Other (specify):
gallons per day
hat connect to this line

LACK 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(I) 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(1)(3).
15 UNITS x 190 GPD/UNIT = 2,850 GPD (CMUD FLOW RATE USED RATHER THAN NCDENR FLOW RATE)
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)
6"
241.61
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.046
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 at 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
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
►/ 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?
El Yes • No ►0 N/A
►Z1 Yes • No ■ N/A
❑ NIA
ii Yes ■ No
14. Does this project involve aerial lines or siphons?
These.Lines_wiiLbe_co.nsideredhichtiorityand.mustbe_checitedonceevenvsixmonths
15. Does this project have gravity sewer lines designed
Be aware that the Division will not accept installed lines more
corrected prior to submitting the final engineering certification..
Check if yes: ■
at minimum slopes? ❑
than 10% flatter than the minimum slope. Lines installed outside this tolerance should be

K APPLICATION for G.RA'VITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
. 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
map for cross-reference) Waterbody County River Basin
South of Ridgeway Ave. & Unnamed tributary to Mecklenburg Catawba
East of 8th Street Brier Creek
See "SITE" labeled on map.
1 a.
ater«ody Stream Waterbody
Index Classification
11-137-8-2 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Ed Trevillian, attest that this application for Woodstone of Elizabeth Sanitary Sewer System Improvements has been
reviewed by me and is accurate and complete to the best of my knowledge. i 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 applica c"oo ° F 11 be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as"vi ies up to 5, 00r violation.
Signing Offici- gna
2. Professional Engi -er's Certification:
1, Jeffrey A. Boone, PE attest that this application for Woodstone of Elizabeth Sanitary Sewer System Improvements 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. 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 certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
the proposed design. Note, ° in accordance with NC General Statutes 143-215, 6A and 143-215, 6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Jeffrey A. Boone, PE
Professional Engineer Name
2b. Greenbrier Design Group, PC
Engineering Firm
2c. 2108 South Blvd„ Suite 114
Mailing Address
2d, Charlotte
City
2g. 704-347-4972
Telephone
2h. 704-347-4973
Facsimile
Vie. NC 2f. 28203
State Zip
[e-mail]
E-mail
Signature 0
....... _... .... .

DEC 2 1 200

•
r
Permit Number WQ0031244
Central Files: APS SWP
01 /19/07
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
2850
Facility
Facility Name
Woodstone of Elizabeth
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Owner Type
Fidelity/Woodstone LLC Non -Government
Owner Affiliation
E Trevillian
212 S Tryon St Ste 1280
Charlotte NC 28281
Dates/Events
Orig Issue App Received
01/19/07 12/21 /06
Draft Initiated
Scheduled
issuance
Public Notice Issue Effective Expiration
01/19/07 01/19/07
Re ' ulated Activities Requested/Received Events
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Ctass Subbasin

; �.
•
CEiARL01gTE.
CHARLOTTE-MECKLENBURG
UTILITIES -
December 14, 2006
Mr. Jeffrey Boone
Greenbrier Design Group
2108 South Boulevard
Suite 114
Charlotte, NC 28203
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
WOODSTONE OF ELIZABETH
C-MU# 600-06-611
Dear Mr. Boone:
4roYsr
..w.w - - ..••:wz5.
•
4
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Upon completion and acceptance of all necessary sewer lines to serve the subject sae, Charlotte -
Mecklenburg Utilities agrees to accept the gravity sewage flow of 2,850 gallons per day (15 residential
units x 190 gpd/unit) from this project for transmission to the Sugar Creek Wastewater Treatment Plant;
NPDES permit number NC0024937, 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. Please see attached basin map.- -
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, (WMSP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, C-MU 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 dces 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 servicefor future
projects cannot be guaranteed nor reserved. Connection to the C-MU system is accepted on a first come,
first served basis. If you have any questions, you may contact me at [phone].
-Sincerely, - - - - - - _ -
= Barbara"Gross
- Engineering Assistant
New Services Section
`"CHARLOTTE-MECKLENBURG UTILITIES
-'.`-Engineering Division • New Services Section
• •www.cmutilities.com
5100 Brookshire Boulevard
:Charlotte,. NC 28216
Ph: 7041399-2221
,4 , ;;:Fax: [phone]

COWA
RANCH
"�-
0•
•
�s
40.00
Charlotte -Mecklenburg Utilites
UWIif P Service Areas with Basins
':.ri
aVialrard Creek WWfP
0n
ersititity
-
•:a,accc.-or•�3
r, e.r Y?- '..\
y
� 8,
,` f_./ /r�V/
trA,
.
'Paoo O:egEK

TRANSMITTAL
DE
2 I 20n
a��r
GREENBRIER
DESIGN GROUP; P.C.
Cavil ra' Site Eng eer ii
Land Planning ervit:e,c
( on,stru ^lion Afanngemerrt
DATE:__�Z
TO: n1C-1 rI
iV���arJ
REFERENCE: 1C
We are transmitting:
COPIES DATE
For approval
REMARKS:
PROJECT NO.:_ 40_&69/
VIA:
US Mail
Overnight Mail
Courier
GDG Delivered
Pick Up
Fax.
# OF PAGES::
11 (INCLUDING COVER)
Herewith Q Under separ= tie cover
DESCRIPTION
=►ems i. i -cr. A??L 4 i sct,t �2 s
0` Aff L c 44 b4
ctbitit, A.
For your use As requested 0 For review
3Ivd., Suite
4 • CharNorth Carolina 28203 • 704 3474972 F"hone ,` 7(t 347-4 )7Z Fax

Page 1 of 1
Elaine F Marsha
North Carolina
DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Corporations
•Corporations Home
*Important Notice
*Corporations FAQ
•Tobacco Manufacturers
*Dissolution Reports
•Non -Profit Reports
•Verify Certification
*Online Annual Reports
•KBBE B2B Annual Reports
Links
*Secretary Of State Home
•Register for E-Procurement
*Dept. of Revenue
•SOSID Number Correction
Legislation
•1999 Senate Bills
•2001 Bill Summaries
•Annual Reports 1997
*Corporations 1997
Search
*By Corporate Name
*For New Corporation
*By Registered Agent
Online Orders
•Start An Order
*New Payment Procedures
Contact Us
*Corporations Division
*Secretary of State's web site
Print
•Printable Page (New Window)
*Printable Page (This Window)
*Hide Menu
Date: 1 /'I 9/2007
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I Annual Report Count I F
an Annual Report 1
Corporation Names
Name Name Type
NC Fidelity/Woodstone,
LLC
mited Liability Company Information
Legal
SOSIO:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0861979
Current -Active
8/16/2006
Domestic
NC
12/31/2056
Agent Name: Trevillian, Edward
Registered Office Address: 1056 Greylyn Dr,
Matthews NC 28104
Registered Mailing 1056 Greylyn Dr.
Address: Matthews NC 28104
Principal Office Address: No Address
Principal Mailing Address: No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemld=8027108
1 / 1.9/2007

Top°Zone - WEN I -AM kt,nariorte), 1..),J4.13 LEItillinLC Dana kiNk-) tvsap
0.3
0.6
0.9
1.2
0.2 0.4 0.6 0.8
UTM 17 517244E 3895204N (NAD27)
WIST-AM (Charlotte), USGS Charlotte East (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
1.5 kot
1 rni
N1= 7.134
G70.109
http://www.topozone.com/print. asp?lat--35.20147&I on--80,81057& sym show-n&u=4&I I 2/11/2006

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review, At a minimum, you must
include an 8.5" by II" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name (name of the municipality, corporation, individual, etc.): Fidelity/Woodstone, LLC
2. Name and complete address of applicant: :idelity/Woodstone. LLC
9313-K Monroe Road
City: Charlotte
State: NC Zip: 28270
Telephone number: (704 ) 844-6060
Facsimile number: ( 704 ) 844-6040
3. Project name (name of the subdivision, facility or establishment, etc.): Woodstone of Elizabeth
4. County where project is located: 1\ilecklenb r
5. Name(s) of closest surface waters: Brier Creek
6. River basin(s) in which the project is located: Catawba
7. Topographic map name and date: Charotte East 1991
8. North Carolina Professional Engineer's seal, sgnitup, and
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
Please provide me with the classification(s) of the surface waters, watershed(s), and appropriate river basin(s) where
these activities will occur, as identified on the attached map segment:
Name(s) of surface waters and river basin(s):
Classification(s) (as established by the EMC):
Proposed classification(s), if applicable:
River basin buffer ndes, if applicable:
Signature of regional office, personnel: Date:
FORM: WSCA 10/99 Page 1 of 2

DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office
WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
Phone: [phone]
Fax: [phone]
Avery
Buncombe
Burke
Caldwell
Cherokee
Clay
Graham
Haywood
Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancey
Raleigh Regional Office
WQ Supervisor
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Winston-Salem Regional Office
WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
Phone: [phone]
Fax: [phone]
Alamance
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Surry
Watauga
Wilkes
Yadkin
Fayetteville Regional Office
WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
Phone: [phone]
Fax: [phone]
Anson Moore
Bladen Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Washington Regional Office
WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
Beaufort
Bertie
Camden
Chowan
Craven
Currituck
Dare
Gates
Greene
Hertford
Hyde
Jones
Lenoir
Martin
Pamlico
Pasquotank
Perquimans
Pitt
Tyrell
Washington
Wayne
Mooresville Regional Office
WQ Supervisor
919 North Main Street
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Alexander
Cabarrus
Catawba
Cleveland
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Wilmington Regional Office
WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
Fax: [phone]
Brunswick
Carteret
Columbus
DupIin
New Hanover
Onslow
Pender
FORM: WSCA 10/99
Page 2 of 2

PirName of in Description Curr. Class Date Prop, Class Basin Stream Index #
0i.11ons Twins Entire lakes and C 09/01/74 Catawba 11-137-1-1
Lakes and Lake Jo connecting streams to
Irwin Creek
Stewart Creek From source to Irwin
Creek
Taggart Creek From source to Sugar
(Taggard Creek) Creek
Greenwood Lake Entire lake and C
connecting stream to
Sugar Creek
09/01/74
09//0'1/74
09/01/74
Catawba
Catawba
Catawba
11-137-1-2
11..137-.2
11-137-3
Coffey Creek From source to Sugar C 09/01/74 Catawba 11-137-4
Creek
Whi.ppoorwhill Lake Entire lake and C 09/01/74 Catawba 11-137-4-1
connecting stream. to
Coffey Creek
Eagle Branch From source to Dam at
(Watt Lake, Eagle Eagle Lake
Lake)
03/01/62 Catawba 11-137-4--2-(1)
Eagle Branch From Dam at Eagle Lake 0 09/01/74 Catawba 11-137-4-2-Q2j
to Coffey Creek
Maynard Lake Ert re lake and C 09/01/74 Catawba 11-137-4.3
connecting stream to
Coffey Creek
Moody Lake Entire lake and C 09/01/74 Catawba I1-137-4-4
connecting stream to
Coffey Creek
Johnson. Lake Entire lake and C 09/01/74 Catawba 11-137-4-5
connecting stream to
Coffey Creek
Spratt Lake Entire lake and C 09/01'74 Catawba 11-137-5
connecting stream to
Sugar Creek
Kings Branch From source to Sugar C 09/01/74 Catawba 11.137-6
Creek
McCullough Branch From source to Sugar C 09/01/74 Catawba 11-137-7
Creek
Little Sugar Creek From source to North C 09/01/74 Catawba 11.137-8
Carolina -South Carolina
State Line
Dairy Branch From source to Little C 09/01/74
Sugar Creek
Brier Creek From source toLittle C 08/01/85
Sugar Creek.
Edwards Branch. From source to Brier C 03/01/77
Catawba
Catawba
Catawba
Creek
Little Hope Creek From source to Little C 08,/01"S5 Catawba
Sugar Creek
11-137-8-1
11-137-8-2
1.1.-137-8-2-1
Page 4 of 7

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
April 8, 2008
Edward TreviIlian, Managing Member
Fidelity/Woodstone, LLC
9313-K Monroe Road
Charlotte, North Carolina 28270
SUBJECT: Woodstone Elizabeth
Permit No. WQ0031244
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on March 17, 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
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questioYis 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].
Sincerely,
.bsJs-h e7thtf
Robert Krebs urface Water Protection Regional Supervisor
Enclosure
Cc: Jeffrey Boone, PE
Surface Water Protection Section Central Files {certification page only)
Please forward copy to Engineer
O
Norne
thCaroiina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http:Nh2o.enr.nc.state.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Fist Track Engineering Certification
Permit No. WQ0031244
January 22, 2007
Edward Trevillian, Managing Member
FidelityfWoodstone, LLC
9313-K Monroe Road
Charlotte, NC 28270
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
El Partial
Final
IaSF£� A, "per FC as a duly registered Professional Engineer in the State of North Carolina, having been
authorizedto observe (f II periodically, C] weekly, Q full time) the construction of the Woodstone of Elizabeth, 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, sigaatue, and die:
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.

GREEN BRIER.
DESIGN GROUP PC.
TRANSMITTAL
DATE_
TO:
REFERENCE:
We are transrnitting:
COPIES
For approval
REMARKS:_
PROJECT NO.._
VIA:
US Mail
Overnight Mail
Courier
GDG Delivered
Pick Up
Fax
# OF PAGES:
(INCLUDING COVER
Herewith 0 Under separate cover
DESCRIPTION
For your use 0 As requested ® For review
CC:_
. 7043 7 72Fh