WQ0030409_Regional Office Historical File Pre 2018

Mr. David Rainey, Director of Finance
The Pines at Davidson, Inc.
400 Avinger Lane
Davidson, NC 28036
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
June 21, 2006
Subject: Permit No. WQ0030409
Residential Area
The Pines at Davidson, Inc.
Wastewater Collection System Extension
C-MU TRACKING #600-06-528
Mecklenburg County, North Carolina
Dear Mr. Rainey:
• In, accordance with your application received on June 1, 2006, we are forwarding herewith
Permit No. WQ0030409, dated June 21, 2006, to The Pines at Davidson, Inc. 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2H .0227 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 2H .0200; 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
N�o `hCarolina
Vatura!!y

Mr. Rainey
Page 2
June 21, 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 The Pines at Davidson, Inc. for the construction and operation of approximately 1,436 linear
feet of 8-inch gravity sewer and 63 linear feet of 6-inch gravity as part of the Residential Area project,
and the discharge of 6,960 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system, pursuant to the application received June 1, 2006, and
in conformity with 15A NCAC 2H .0200; 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 WSSAC-Cabarrus
County WWTP (Rocky River NPDES No. NC0036269) prior to being. discharged into the receiving
stream.
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.
for Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Mooresville Regional Office, Surface Water Protection (WUVfP Permit No. NC0036269)
Benjamin Whaley, WK Dickson & Co., Inc.
Surface Water Protection Central Files
Marie Doklovic, 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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 2H .0220, 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 2H .0200; 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 21st day of June, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
a -4,4
for Alan W. Klimek, P. ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030409
3

Fast Track Engineering Certification
Permit No. WQ0030409
June 21, 2006
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 .
E Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Residential Area, 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 2H .0200; 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.

Permit Number WQ0030409
Central Files: APS SWP
06/20/06
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder •
Permitted Flow
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Residential Area Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
The Pines At Davidson
Dates/Events
Owner Type
Non -Government
Owner Affiliation
David
400 Avinger Ln
Davidson
Rainey, Finance dir of
NC 28036
Orig Issue
App Received
06/01/06
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Renuested/Received Events
Additional information requested
Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasln

IPPPrAPPLICATION for VIT k' SEWERS, PU
P STATIONS, ANI) FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
la. The Pines at Davidson, Inc.
Full Legal Name (company, municipality, HOA, uti
Application Num
(to be completed by DWQ
1b. David Rainey, Director of Finance and VP
0
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0
z
PAGE 3
Signing Official Name and Title (Please review 15A NCAC 2H .02C16(b) for authorized signing officials!)
lc, The legal entity who will own this system is:
0 Individual 0 Federal ❑ Municipality 0 State/County 0 Private Partnership
1 d. 400 Avinger Lane
Mailing Address
1f, North Carolina
State
lh. 704 — 896-1100
2.
2a
Brief Project Name (per
3. Contact Person:
1 i. 704-896-1119
Telephone
Project (Facility) information:
eidentia
Facsimile
Fll
o this n,
3a. Benjamin Se Whaley, PE of WK Dickson & Co. Inc.
Name and Affiliation of Someone Who Can Answer Questions
3b. 704-334-5348, ext. 110
Phone Number
Project is New 0 Modification
of an existing permit)
le. Davidson
City
lg. 28036
Corporation D Other (specify):
Zip Code
[e-mail]
E-mail
2b. Mecklenburg
County Where Project is Located
ut this Appl`cation
3c. swhaley@wkdickson..co
E-mail .. _.
If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Leadding 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: 2b. If sold, facilities owned by a (must choos
Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item 13(2b))
WSACC Cabarrus County _w
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River WWTP 4b.
Name of WWTF
5a, WSACC 5b. 15" PVC
Owner of Downstream Sewer :Receiving Sewer Size
The origin of this wastewater is (check all that apply):
❑ Public Utility (Instruction 11I)
0 Homeowner Assoc./Developer (instruction IV)
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
0 Car Wash
O institution
O Hospital
0 Church
Nursing. Home
• Other (specify):
Volume of wastewater to be allocated for this particular project'
*Do not include previously permitted allocations
if the permitted flow is zero, indicate why:
O Interceptor Line - Flow will be permitted in subsequent per
© Flow has already been allocated in Permit No.
© Rehabilitation or replacement of existing sewer with no new flow expected
WWTF Permit No.
. unknown
Permit Number of Downstream Sewer (if known
100 % DomesticlCommercial
% Industrial
% Other (specify):
6960 gallons per day
hat connect to this line
FTA 02.?"03 - Rev. 3 t14Ifl5

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
i.
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F-
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0
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0
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re
0
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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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
The Pines are adding two Condo/Townhouse buildings with 24 units for retired residents as well as adding 9 beds to
assisted living building and 11 beds to the health care building. This will be 24 x 190 gpd and 20 beds x 120 = 6960 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 1436.11 Gravity
6 63 Gravity
•
ENTER TOTAL LINE LENGTH IN MILES 0.27
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) - NIA
Location ID
(self chosen - as shown on
plans for cross-reference)
Power Reliability Option
Design Flow; Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
(MGD) GPM @ TRH, portable generator wltelemetry; 4-wet well storage)
E12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W' ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
a variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
CO
•
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No ® NIA
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes 0 No 0 N/A
14. Does this project involve aerial lines or siphons? NO Check if yes: d
7hese_Ilnes_will_be considered .Nob .orionitv_and,must be,checked once_every_six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑ NO
Be aware that the Division will not accept installed lines more than 1 O% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

-TRACK APPLICATION for GRAVITY 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:
[l A Stream Classification is not needed because all parts of the project are at least 100 feet a
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.
y
rom any down slope
Location ID on Map
(self chosen - as shown on ' Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Cornelius, NC 1993 Rocky River Mecklenburg Yadkin 13-17 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:
i, David Rainey, attest that this application for The Pines at Davidson — Expansion 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 application
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed S10,000 as well as civil penalties up to
$25, 00© per violation
e Peso . Lai l.341«; 1-re (
1aY � - a —A, ill p
Signing Official Signature
2. Professional Engineer's Certification:
I, Benjamin S. Whaley, attest that this application for The Pines at Davidson — Expansion has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations„ Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that I 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. Benjamin S. Whaley, PE
Professional Engineer Name
2b, W K Dickson & Co., Inc.
Engineering Firm
2c. 616 Colonnade Drive
Mailing Address
2d. Charlotte
2e. NC 2f. 28205
City State Zip
2g. 704-334-5348 2h. 704-334-0078 2i. swhaley@wkdickso
Telephone
Facsimile
E-mail Seal, Signature & Date.
FTA 02/03 - Rev. 3 04/05

TATE OF NORTH CAROL
COUNTY OF Mecklenburg
Permit No.
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d.1 ) and entered into this
May 2006 , by and between the North Carolina Environmental
Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION;
and The Pines at Davidson
under and by virtue of the laws of the State o
day of
, a non-profit corporation organized and existing
h Carolina, hereinafter known as the ASSOCIATION.
WITNESSETH:
l . The ASSOCIATION was for Tied for the purp
business of the development known as
(hereinafter the Development); of operating, maintain.
elements of the lands and improvements subject to unit o
system with pumps, wastewater treatment works, and/or d
and of collecting dues and assessment to provide funds for
and repair.
ong oth
Pin
hers, o/handling the property, affairs and
aidson ._..._,
cting and repairing the common
ip, including the wastewater collection
al facilities (hereinafter Disposal System);
h operation, maintenance, re -construction
The ASSOCIATION desires, to construct and/or operate Disposa ystem to provide sanitary sewage
disposal to serve the Development on said lands.
The ASSOCIATION has applied to the COMMISSION` for the issuance o a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disp sal System.
4. The Development was created subject to unit owne/ship in the dwellings units, other improvements and
lands through fling of a Declaration of Unit Own
or 47F of the North. Carolina General Statutes.
5. The COMMISSION desires to assure that the
constructed, maintained and operated in accor
quality of the waters of the State and the publ
ip (hereinafter Declaration pursuant to Chapter 47C
posal System of the Development i °,rroperly
ce with law and pennit provisions in
nterest therein.
der to protect the
NOW, THEREFORE, in consideration of the pro ices and the benefits to be derived by each of the parties.
hereto, the COMMISSION and ASSOCIATIO do hereby mutually agree as follows:
l.. 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 conunon 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.
3. 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
FORM: HOA 02/03 Pagel of 2

available to repair, maintain, or construct the Disposal System beyond the routine operation and
maintenance expenses, theDeclaration 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 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.
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 responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION'S successor,
8. The agreements set forth in numbered paragraphs l , 2, 3, 4, 5, 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.
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
FOR THE ENVIRONMENTAL The Pines at Davidson
MANAGEMENT COMMISSION Name of ASSOCIATION
Alan. W. Klimek, P.E., Director
Division of Water Quality
(Date)
FOR IIOA 02/03
Page 2
B :r.
gn
attire)
e
Mr. David C. Rainey, Director of Finance and VP
Print Name and Title
(Data
2006

IIIIIIr
0/ 2006 14:24 7043332319 CMU NS
WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
May 25, 2006
Mr. Steven Miller
New Services Manager
Charlotte -Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Subject: Flow Acceptance
Sanitary Sewer to Serve The Pines At Davidson
CMU Tracking Number 600-06-528
1-'0-1= CIL/ CPC
Office: 232 C?nvicicrin ! Iwy,
Concord, NC 2nnv
M:dl Its: i'.C7. b(,x 1I8
[: merrrtl, NC- '-Ht n 112H
('bone: 71)1.786.17(11
Fax.. 704.7'35.1564
Dear Mr. Miller:
This is in response to the City's request for flow acceptance received 5/2/06. The
Water. and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be
able to make available capacity at the Rocky River Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater, from the
proposed development narned The 'Pines at Davidson consisting of. 24 residential
townhomes/condominiums and 20 additional residential apartments. WSACC agrees to
accept 6,960 gpd of wastewater.
For your information, WSACC has approved 2,289,636 gpd of flow acceptance
for Charlotte -Mecklenburg Utilities from 1992 to present and 52,180 gpd of flow
acceptance year-to-date including this request.
Please note that if construction of this project is not started within two (2) years of
the date of this approval, the approval is rescinded and a second request and approval will
be required. Please notify WSACC in writing when construction of this project is
initiated.
If you have any questions, please call me at 704-786-1783.
Sincerely,
Van Rowell, RE.
Engineering Director
cc: WSACC Engineering/Operations Staff
Philip S. Johnson/C MU

/2006 14:24 7043932319
C 1U Nb
faliX
C HAR LOTf E-M EC KLE N BU RG
UTILITIES
April 27, 2006
Mr. B. Steven Whaley, PE
Project Manager
W.K. Dickson, Co_, Inc.
616 Colonnade Drive
Charlotte, NC 28205
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THE PINES @ DAVIDSON
TAX PARCEL # 007.013-27
C-MU TRACKING # 600-06-528
Dear Mr. Whaley:
In response to your application for flow acceptance, a 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.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the gravity sewage flow of 6960 gallons per day (24 townhomes. condominiums units x
190 gpd + 20 addition beds x 120 gpd) from this project for transmission to the Rocky River Wastewater
Treatment Plant; NPDES permit number NC0036269, located in Cabarrus County, 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, 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 January 2000,
(WSMP #.00-00251 & 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 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 C-MU system is accepted on a first come,
first served basis.
Thank you for your interest Charlotte -Mecklenburg Utilities. If you have any questions. please do not
hesitate to contact me at [phone].
Sincerely,
RLOTTE-MECKLENBURG UTILITIES
Ph son
Customer Service Division, New Service Section
GkiARLOTfE-MECKLENBURG UTILITIES
New Services Section
www.cmuti I ities.com
5100 Brookshire Boulevard
Charlotte, NC 26216
Ph: 704/399-2221
Fax: [phone]

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Name of Stream
Description
Curr. Class Date Prop. Class Basin Stream Index #
McAlpine Creek
(Waverly Lake)
Campbell Creek
Irvins Creek
(McEwen Lake)
Lake Windermere
and Chillis Lake
Fourmile Creek
Rocky Branch
Lake Providence
McMullen Creek
Steele Creek
Walker Branch
Polk Ditch
Blankmanship
Branch
Clems Branch
West Fork
Twelvemile Creek
Sixmile Creek
Flat Branch
Cady Lake
Rocky River
West Branch Rocky'
River
South Prong
West Branch Rocky
River
From source to North C
Carolina -South Carolina
State Line
From source to McAlpine C
Creek
From source to McAlpine C
Creek
Entire lakes and
connecting streams to
McAlpine Creek
C
From source to McAlpine C
Creek
From source to Fourmile C
Creek
Entire lake and
connecting stream to
Rocky Branch
C
From source to McAlpine C
Creek
From source to North C
Carolina -South Carolina
State Line
From source to Steele C
Creek
From source to Walker C
Branch
From source to North C
Carolina -South Carolina
State Line
From source to North C
Carolina -South Carolina
State Line
From source to
Twelvemile Creeek
C
From source to North C
Carolina -South Carolina
State Line
From source to
Sixmile Creek
Entire lake and
connecting stream to
Flat Branch
From source to Pee
Dee River
C
C
C
From source to Rocky C
River
From source to West
Branch Rocky River
C
09/01/74
09/01/74
09/01/74
09/01/74
09/01/74
09/01/74
09/01/74
08/01/85
09/01/74
09/01/74
09/01/74
09/01/74
09/01/74
09/01/74
03/01/62
09/01/74
09/01/74
08/03/92
09/01/74
09/01/74
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
11-137-9
11-137-9-1
11-137-9-2
11-137-9-3
11-137-9-4
11-137-9-4-1
11-137-9-4-1-1
11-137-9-5
11-137-10
11-137-10-1
11-137-10-1-1
11-137-10-2
Catawba 11-137-11
Catawba 11-138-1
Catawba 11-136-3
Catawba 11-138-3-2
Catawba
Yadkin
Yadkin
Yadkin
11-138-3-2-1
13-17
13-17-3
13-17-3-1
Page 5 of 7

LETTER OF TRANSMITTAL
community infrastructure consultants
616 Colonnade Drive Charlotte, North Carolina 28205
TO: NCDENR
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
ATTENTION: Ms. Dee Browder
704.334.5348 tel. [phone] fax
DATE: May 31, 2006
RE: The Pines at Davidson Sewer Fast Track
WKD# 50148.00.CL
We are sending via: ❑ Overnight ❑ Regular Mail ❑ Pick-up ® Hand Delivered
The following items: ® Correspondence ❑ Plans ❑ Specifications ® Other as listed below:
COPIES
DATE
NO.
DESCRIPTION
3
Fast Track application
1
$400 check for application
3
Operational Agreement
1
Stream Classification and USGS Map
2
Flow Acceptance Letter from WSACC and CMU �LYi. G+ '':�'1�
non runTl'c+F t C! �
ii Di1'pF v;1_lE F-G:O I
JUN 0 1 2C
THESE ARE TRANSMITTED as checked below:
® For Approval ® As Requested
® For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ Forward to Subcontractor
REMARKS:
Please let me know when the approval is completed.
❑ Approved as Submitted
'Awn
LIRCES
L OFFICE
06
❑ RetWaCitl iLiT F SECTION
COPY TO: File SIGNED: Steve Whaley, PE

Pay
Elaine F Marshal
Secretary
Corporations
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North Carolina
DEPARTMENT OF THE
SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 6/16/2006
Click here to:
View Document Filings 1
Corporation Names
Name
NC The Pines at Davidson,
Inc.
NC Davidson Retirement
Community, Inc.
NC The Pines at Davidson,
Inc.
Non -Profit Corporation Information
Name Type
Legal
Prev Legal
CSL Legal
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0038976
Current -Active
2/17/1983
Domestic
NC
Perpetual
For questions or comments about the N
Agent Name: Muller, Edgar L
Registered Office Address: 400 Avinger Lane
Davidson NC 28036
Pob 118
Davidson NC 28036
No Address
400 Avinger Ln
Davidson NC 28036
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Carolina Secretary of State°s
eb site, please send e-mail to Webrnaster
h w °.secretary.state.nc.us/Corporatiions/Corp
spx?Pitemid=4881073
2006