WQ0032939_Regional Office Historical File Pre 2018

June 26, 2008
Mr. Philip Walton, Member Manager
I B Development, LLC
13850 Ballantyne Corporate Place, Suite 150
Charlotte, NC 28277
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Permit No. WQ0032939
The Woods at Weddington Collection Sewer
Wastewater Collection System
Union County, North Carolina
Dear Mr. Walton,
In accordance with your complete application received on June 25, 2008, we are forwarding
herewith Permit No. WQ0032939, dated June 26, 2008, to IB Development, LLC for the construction
only 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of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the
construction and operation of approximately 16,088 linear feet of 8-inch gravity sewer, approximately
2,020 linear feet of 4-inch force main, a 125 gallon per minute pump station (with duplex pumps, on site
audible and visual high water alarms and a permanent generator w/ATS) and the discharge of 0
gallons per day of collected domestic wastewater into the The Woods WWTP sewerage system in
No Caro int
turaIlj/
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!Atrirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Fast Track Engineering Certification
Permit No. WQ0032939
June 26, 2008
Owner/WQCSIWWWTF
Philip Walton, Member/Manager
I B Development
13850 Ballantyne Corporate Place, Suite 150
Charlotte, NC' 28277
PE
.Robert Davis
RD Davis Consulting Engineers
PO Box'814
Indian Trail, NC 28079
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 Woods at Weddington
Collection System, a Union 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee;
B Development, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
Philip Walton 1 b, .p ..�
Signing Official Name and Title (Please review 15A NCAC 2T ,6166 (b) for authori
Application Number:
(to be completed by DWQ
The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0
0 1 d. 13850 Ballantyne Corporate Place, Suite 150
LL Mailing Address
North Carolina
State _o
1 h, 704-927-5200
Telephone
704-9
Facsimile
2
ed signinq officials!)
County 0 Private Partnership ® Corporation 0 Other (specify):
le, Charlotte
2 Project (Facility) Information:
_. g ion Sewers
2a. The Woods at `4"a+eddin ton Collect we_
Brief Project Name (permit will refer to this name)
3. Cgntact Person:
3a. Robert D Davis, P,E,
Name and Affiliation of Someone Who Can Answer
3b, 704-821-7760
Phone Number
1 Project is 0 New 0 Modification
2, Owner is 0 Public (skip to Item B
2a If private applicant will be:
City
t g. 28277
Zip Code
1). philipwaltanin nity.partne
E-mail
2b, Union
County '"There Project is Located
uestions About this Application
3e, robertdavis caroliina.rr.com
E-mail
odification, Permit No..
Private (go to Item 2(a))
2b, If sold, facilities o
0 Retaining Ownership ('i.e- store, church, single once, etc.) or
0 Leasing units (lots, townhomes,etc, - skip to item B(3))
® Selling units (lots„ townhomes, etc. - go to item 8(2b))
3. t Development, LLC
Owner of Wastewater Treatment Facility
4a. The W'Voo
Name of
F) Treating
5a, N/A �. w. 5b. NIA LJ Gravity
Owner of Downstream Sewer !Receiving Sewer Size 0 Force Main 1
ned by a (mus
0 Public Utility (Instruction C)
Homeowner Assoc.IDeveloper (Inatruuctitrn D)
From 'This Project
4b. WQ0032756 m'
WWVTF Permit No,
The origin of this wastewater is (cheek all that apply):
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
© Restaurant
0 Office
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
0 Nursing Home
© Other
(specify):
of Downstream Sewer (Instruction E)
borne
mmercial
Industrial (attach
description,)
(RO contact your Regional Office
Pretreatment staff)
% Other (specify):
7, Volume of wastewater to be allocated or ermitted for this particular project: 62,0,25 ,gallons per day
'Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why.
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Permit No..
© Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .01303 to determine if a
permit is required)
1 I"A l 2107

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
496 bedrooms@ 120 gal/bedroom = 59,520 gpd + (3,000 sf clubhouse @ 50 ga11100 sf = 1,500) + (swimming pool @ 10
gal per day/ person = 1,100 gpd) = 62,020 gpd
`44/3 = /0-5�r°atca.es.)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) LKa# 0i'
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
16,088
Gravity
4"
2,020
Force Main
❑
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
ZPump
Station Location ID Pump Station Pump Station (self chosen - as shown on planslmap for reference)
Z
O
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 -portable generatorwlMTS
Force Main Size
Force Main Length
0
`-'
0.06202
125 @ 141'
1
4"
2,020 if
Z
O
~Q
Pump Station Location ID
(self chosen -
as shown on planslmap
for reference)
2 I
Ce
0
II.
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator MATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Z
F-
E
ce
Pump Station Location ID (self chosen - as shown on planslmap for reference)
W
0-
Cli
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
12.
■
Will
Yes
the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
CI No If Yes, permit number of grid treatment facility
(RO - if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T 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
FTA 12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes D No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® NIA
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
j)
Z
0
.
V .
Li-
I-
(e
W
U
'V
•
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, Philip Walton, attest that this application for the Woods at Weddington Collection Sewers 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 $10, 000 as well as civil
penalties-tnrfri$Z50Q0 per violation.
1a.
� 8�
Signing Official Signature ate
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
-
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
I, Robert D. Davis, P.E., attest that this application for The Woods at Weddington Collection Sewers 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 other professionals may have developed certain portions of this submittal package, 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. .
a. Robert D. Davis, P.E.
,• ¢r�lP� CAl.�O i
v .• .,. Sic; „.r .i ES ti'
•;;7.' �y .
r
�` Q-;�
�,,.°ff.4011466' +b;.
:+le •..... 0 �%
4'.„ �� .
T - g- O g r
NC PE Seal, Signature & Date
Professional Engineer Name
2b. R D Davis Consulting Engineers, PLLC
Engineering Firm
P.O. Box 814
12c.
Mailing Address
2
2d. Indian Trail e. NC
2f. 28079
City State
Zip
2g. 704-821-7760
2h. 704-821-8014 Pi.
Telephone
Facsimile I [e-mail]
1
FTA12/07

Name: MATTHEWS
Date: 418/108
Scale: 1 inch equals 2000 feet
Location: 035° 01' 26.9 N 080° 43' 50 9' W
7

c) W A rk-,Q State of North Carolina
QG Department of Environment and Natural Resources
r Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: I B Development, LLC
Project Name for which flow is being requested: The Woods at Weddington
More than one FTSE-IO/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed waslewaterfow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: The Woods WWTP
b. WWTP Facility Permit #: WQ0032756
All flows are in MGD
c. WWTP facility's permitted flow 0.09994
d. Estimated obligated flow not yet tributary to the WWTP 0.09994
e. WWTP facility's actual avg. flow 0
f. Total flow for this specific request 0.06202
g. Total actual and obligated flows to the facility 0.06202
h. Percent of permitted flow used 62
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
N/A
III. Certification Statement:
I, , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature Date

STATE OF NORTH
COUNTY OF
Permit No.
01'ERATION,a1, A .IREEMENT
This AGREEMENT made pursuant to G.S. 143 a215.
,d into this
2-499( by and between the North Carolina 1- rivtiro
n
Commi sion, an agency of the State of North Carolina, hereinafter known as the COMMISSION: and
in the State of North Caro
W NESSETH:
n
ement.
, a corporation/general partnership registered/licensed to do business
einafter known as the DEVELOPER,
The DEVELOPER is the oswTier of the certain lands lying in teiztherVI County, upon
is erecting and will elect dwelling units and other improvements, said developntent to be known
('hereinafter the Development).
he DEVELOPER desires, to construct a wastewater collection system with ptfaal)s, ww°asteww�ater treatment works,
andlor disposal facilities thereinafter Disposal System) to provide sanitary sewage disposal to sere the
Development on said lands,
The DEVELOPER has applied to the
ION for the issuance- of ax permit. pursuant to G.S. 14 L215..1 to
construct, maintain, and operate the Disposal System_
The DEVELOPER has created or shall create unit ownership in said dwel
through filing of a Declaration of Unit Ownership (hereinafter Declarauor
North Carolina General Statutes..
gs units, other it its and lands
pursuant to Chapter 47C' or 47F of the
a. The DEVELOPER has caused to he formed or wvi11 cause'to be formed at the tinge of fi. the Decla►rat.ion, the
( Enter Proposed Unit Owners' Association) //15 _Q
Association), a non-profit corporation organized and existing under and by the
North Carolina, for the purpose, among others, of handling the property, affairs and business of the Development;
of operating, maintaining, re -constructing and repairing the common elements of the lands and improvements
subject to unit ownership, including the Disposal System: and of collecting dues and assessments to provide funds
for such operation, maintenance. re -construction and repair.
6. 'the COMMISSION desires to assure that the Disposal System of the I)eveloptnent is properly constructed,
maintained and operated in accordance with law and permit provisions ira order to protect the quality of the waters
of the State and the public interest therein.
NOW.'THEREFORE, in consideration of the prof
COMMISSION and. DEVELOPER do hereby mu
lid the benefits t
oree as follows:
i nafter
e laws of the State of,
',ach of the parties hereto, the-
1. The DEVELOPER shall construct the Disposal System in accordance wvith the permit and gala►ns 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.
The DEVELOPER shall not transfer ownership and or control of the Disposal System to the. Association until
construction has been completed in accordance with the permit and approved plans, and the staff of the Division o
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 Decla ration.
The DEVELOPER shall not transfer, convey, ass car catlaerwwtse, relinquish or release its responsibility for the
operation and maintenance of its Disposal System until a perm it leas been reissued to the DEVELOP successo
The DEVELOPER 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
FORM: DEV 02103
Palle 1 of 2

STATE OF NORTH
COUN1 Y OF
A
Permit No
DE S F LOPEK'S OPERAF.I NAL A(REEMLNT
±MEN"1" made pursuant to G.S. 143--215.1
230
ed into this
1 betwvecrt the Nosh Carolina Environrnental Man
ion, an agency of State of North C'arolitta, hereinafter known as the COMMISSION; and
L C- a corporation/general partnership registered/licensed to do business
tit co t A-6-41T1
day of
ira the State of North Carolina, hereinafter known as the DEVELOPER..
WITNESSETH:
T he DEVELOPER is the owner of the certain lands lying in
ing and will erect dwelling units and other improvements, said. development to he known
as
The DEVELOPER desires, to construct
and/or disposal facilitie,
Development on said lands.
cti
_ County, upon which it
he Development).
ev ater treatment wvorks,
ter Disposal System) to provide sanitary sewage disposal to serve the
The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-2
construct, maintain, and operate tlte- Disposal System.
4. fhe DEVELOPER has created or asl all create unit ownership in said
through filing of a Declaration of Unit Ow ner .hip (hereinafter Declara
North Carolina General Statutes.
The T)'EVEL.OPER has caused to
LF.,itter Proposed. I.Jrtit Owners' Association)
Association), a non-profit corporation organ i .ed and existing under and by thetat.
North Carolina, for the purpose, among others, of handling the 1'aroperty, affairs and business ol` the Development;
of operating, maintaining, re -constructing andd repairing; the common elements of thee lands and itnprov°ements
subject to unit ownership, including the Disposal System; and of collecting trues and assessments to provide funds
for such operation, maintenance, re -construction and repair.
The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
n�raintained 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.
oth
cements and lands
a t -ha tater° 47C or 47E of the
cause to be formed at the time of flung of the Declaration, the
E viva et Ltt0067
NOW, THEREFORE., in consideration of the promises and the benefits to be deriv°ed by each of the parties hereto, the
COMNIISSION and DEVELOPER do hereby mutually agree as follos%s:
1. The DEVELOPER shall construct the Disposal System itt accordance
hereafter issued and approved by the COMMISSION, and shall thereafter pro
systems and facilities in accordance with applicable permit provisions and lave.
2 The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Associal
construction has been completed in accordance w v°ith the permit and approved plans, and the staff of the Di
Voter duality has inspected and approved of the facilities. In order to change the name of the permit holde
DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the
Association Bylaws and Declaration.
3. "1"heDEVELOPER shall not transfer, convey, assign or otherwise. relinquish or release its responsibility for the
operation and maintenance of its Disposal System until a permit hats been reissued to the DEV EI.,OPER"s successor.
4.. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal Sy=stetn and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in
conformity with law and the prov°isions 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
FORM: DEV 02/03 Page I of 2

FOR 'IHE ENVIRONMENTAL
MA MENT COMMISSION
/ 6
Coleen H. Sullins, Director
Division of Water Qua1itQuality
disposal system as a common element vvhich 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 assurethat 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 fond 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 shalt 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 wa.stewater,
8. 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 I, 2, 3. 4,5, 6, 7, and 8 above shall be conditions of any permit
issued by the COMMISSION to the DEVEI,OPER 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 below:
il,-.“513A4)5"
Name of D-
(Signature
Print Name and 'T* e
(Date
FORM7 DIN 074—

North Ct roksna [)epartment <�h
Subject; Fast. Track Applicatto
Project Name:
L,.1 t.....ccT County, North arolina
el t Easley, Governor
G. Ross Jr., Secretary!
and Natural Resources
Coleen. H. ;nkktns Director
Division of Water Quality
The Divrater Quality, Mooresville Regional Office receive(`! your Fast Track sewer
application on 1,� . ➢ur'ing an initial review of your application, your application was determined to
be incomplete. ��er'':fre, your application is being returned. (Please include a copy of this letter with
your resubmittal}. Tor a listing of the correct forms and instructions please visi't:
] tt_/(h (a.enr.statenc.us/ 's/CollectionSyste ms/Collect ion System Applicatios html.
Please complete/correct the 'following deficiencies:
Application submitted on wrong or outdated forms, F(rn
❑ Application was submitted without a processing fee car v �i
s):
an incorrect process
Application did not contain a Flow Tracking Form (FTSE 10/07).
NCD
Application did not contain the Developer's/Homeowner's Operati WQj
❑ Application did not contain the correct number of copies.
Application failed to include project map.
❑ Application (line A.lh
NC'AC 2T ,0106(h). (see http:/
Following sub 'on
technical review of your applicali
be required or the package may be
not signed by an authorize] representat
enr.state.ric. tts/aad ink$''ru`codes
Asa--- —
complete application, the
If your application is tee
returned again.
Enclosure: Fast "Track Sewer Extension Applica
cc: RO File
8:`'' heI'Ido_ Fasl Track Return 3 08
Pre
t accordance with 15A
sville Regional Office will hegi.n a
Robert B. Krebs
Supervisor,..Mooresvi
deficient additional inforntati
Regional Office
ion
610 East Center Ave. Suite 300 Mooresville, N
704-663-1699 (Telephone)

• fir` /�
�aq.1 d "�� Michael F. Easley, Governor
4 ''', u tr`OCi William G. Ross Jr., Secretary
r- North Carolina epartment of Environment and Natural Resources
—I
p -v. Coleen H. Sullins Director
Division of Water Quality
April 28, 2008
Mr. Philip Walton — Member/Manager
IB Development, LLC
13850 Ballantyne Corporate Place, Suite.150
Charlotte, North Carolina 28277
Dear Mr. Walton:
Subject: Permit No. WQ0032756
The Woods
Non -Conjunctive Wastewater
Treatment and Reclaimed Water
Utilization System
Union County
' In accordance with your permit application received March 12, 2008, and subsequent additional
information received April 9, 2008 and April 15, 2008, we are forwarding herewith Permit No.
WQ0032756, dated April 28, 2008, to IB Development, LLC for the construction only of the subject
wastewater treatment plant and conceptual approval of the subject reclaimed water utilization areas.
This permit shall be effective from the date of issuance until March 31, 2013, and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will -result in future compliance problems. Please note that the permit
currently allows zero flow from this facility. Therefore, please pay special attention to the following
special conditions:
• Condition I.1. — outlines requirements that are to be met prior to the Division authorizing
construction of the reclaimed water utilization (irrigation) system.
• Condition I.2. — outlines requirements that are to be met prior to the Division authorizing
operation of the wastewater treatment plant and reclaimed water utilization system.
• Condition 1.3. — states that the Permittee shall not be granted Collection System (sewer)
capacity approval until such time as this wastewater treatment and reclaimed water
utilization perinit has been modified to allow for flow capacity.
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 the 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.
Nort"Karolina
Dat111'aiij
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : [phone]
Internet www,ncwaterauality,org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OpportunitylAffirmative.Action Employer— 50%Recycled/10% Post Consumer Paper Customer Service: [phone]

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Lori Veal at (9 19) 715-61 '7 or [e-mail].
p/ Coleen H. Su Wins
cc: Union County Health Department
Dee Browder - Mooresville Regional Office, Aquifer Protection Section
Mooresville Regional Office, Surface Water Protection Section
Mary Pearce, PE — McKim & Creed, PA
Technical Assistance and CertificationUnit
APS Central Files
LAU Files

North Carolina Secretary of State
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North Carolina
Elaine F. Marshall DEPARTMENT OFT1-lE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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NC IB Development LLC Legal
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Current -Active
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Principal Mailing Address:
Walton, Philip
13850 Ballantyne Corporate Pl., Suite 150
Charlotte NC 28277
13850 Ballantyne Corporate PI.. Suite 150
Charlotte NC 28277
13850 Ballantyne Corporate PI., Suite 150
Charlotte NC 28277
13850 Ballantyne Corporate P1., Suite 150
Charlotte NC 28277
For questions or comments about the Secretary of State's web site, please send e-mail to Webmaster.
http:l/www.secretary. state.nc.us/corporations/Corp.aspx?PitemId=806683 5 4/16/2008

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIG EI
NON -CONJUNCTIVE WASTEWATER TREATMENT AND RECLAIMED WATER
UTILIZATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
IB Development, LLC
Union County
FOR
construction only of a 100,000 gallon per day (GPD) wastewater treatment plant consisting of: an
influent flow meter, one (1) mechanically cleaned fine screen with 1/4-inch spacing and a dumpster for
screenings collection; an influent sampling station; two (2) 28,580 gallon aerated flow equalization basins
served by two (2) 180 cubic feet per minute (CFM) blowers and a coarse bubble diffuser system; three (3)
70 gallon per minute (GPM) submersible equalization transfer pumps; a flow splitter box; a dual -train
Membrane Bio-Reactor, with each train consisting of: one (1) 2 millimeter (mm) drum screen; one (1)
8,108-gallon anoxic basin with one (1) 1 horsepower (hp) submersible mixer; one (1) 174 GPM anoxic
recirculation pump; one (1) 16,850 gallon aeration basin with fine bubble diffusers served by one (1) 110
CFM blower; one (1) 1,563 gallon membrane tank with 20 membrane modules; a 76 GPM membrane
filtrate pump and a 294 GPM membrane feed pump; one (1) 128 CFM membrane air scour blower; a
sodium hypochlorite chemical feed system for membrane cleaning; two (2) 34,740 gallon aerobic sludge
digesters with a coarse bubble diffuser system served by three (3) 150 CFM blowers and one (1) 300
GPM sludge transfer pump; dual ultraviolet (UV) disinfection chambers set up in parallel with two lamps
each; an in -line sodium hypochlorite metering system for chlorine residual; a 450 kW standby diesel
generator; an odor control facility; a turbidimeter; an effluent flow meter; one (1) synthetically —lined 0.5
million gallon (MG) 5-day upset pond with dual 70 GPM return pumps, one (1) 8.67 MG synthetically -
lined storage pond to provide approximately 87 days of effective wet -weather storage; three (3) 420 GPM
reclaimed water irrigation pumps;
and conceptual approval for a I00,000 GPD reclaimed water utilization system consisting of: -:irrigation
on approximately 81.16 acres of non -conjunctive reclaimed water irrigation area on residential lots and
common areas throughout the development (Zone 1); approximately 8.85 acres of non -conjunctive
reclaimed water irrigation on the future Rae Road thoroughfare (Zone 2); and approximately 3.33 acres of
non -conjunctive reclaimed water irrigation on wastewater treatment plant areas and pond berms (Zone 3);
to serve 812 bedrooms on approximately 200 lots, a clubhouse and swimming pool, with no discharge of
wastes to the surface waters, pursuant to the application received March 12, -2008, and subsequent
additional information received by the Division of Water Quality (Division), and in conformity with the
• - project plan, specifications, and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources and considered a part of this permit. '
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This permit shall be effective from the date of issuance until March 31, 2013, and shall be subject
to the following specified conditions and limitations:
Z. 'SCHEDULES
1. This permit provides approval for construction only of the subject wastewater treatment plant, and
provides conceptual approval for the general locations and loading rates of the reclaimed water
utilization system. Therefore, the permit currently allows zero flow from this facility. Prior to the
Division granting authorization to construct any .part(s) of the subject reclaimed water utilization
system, all of the following conditions shall be met:
a. Application for a permit modification to allow flow from the wastewater treatment plant shall be
submitted to the Division. This application shall include submittal of complete engineering
design plans, specifications, and calculations for the reclaimed water utilization (irrigation)
system. If the utilization system is to be designed and constructed in phases, then each request
for an increase in flow shall require the applicant to request a permit modification at that time,
along with all required engineering design material for each phase.
b. The Permittee shall obtain the required U.S. Army Corps of Engineers Nationwide 12 and/or 404
permits for all stream crossings requiring cut or fill where reclaimed water distribution- lines will
be installed. Once obtained, documentation of the required stream crossing permit approvals
shall be submitted to the Division.
c. The Permittee shall obtain the required Dam Safety Permit from the Division of Land Resources
for the wet -weather storage pond.. 'Documentation of the required Dam Safety permit approval
shall be submitted to the Division.
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2. Prior to the Division granting authorization to operate the subject wastewater treatment and reclaimed
water utilization system. the Permittee shall abide by all of the following conditions:
t` a. The Permittee shall submit the final Homeowner's Association (HOA) Declaration of Covenants,
Conditions and Restrictions to the Division for approval.
b. The applicant shall submit documentation to the Division that the Reclaimed Water Easement and
Irrigation Agreement has been recorded with the appropriate Register of Deeds.
G. The applicant shall submit documentation of the Permittee's Reclaimed Water Education
Program for Division approval. The Education Program shall comply with 15A NCAC 02T
.0910:
d. Prior to the Division granting the Permittee authorization to operate the subject facility, the
Permittee shall abide by one of the following options:
i. If the Developer intends to transfer permit ownership to a Homeowner's Association
(HOA) upon its formation, the Permittee shall submit:
A.) A final copy of the HOA's Declaration of Covenants, Conditions and Restrictions to
the Division for approval which shall clearly disclose that the Permittee is the sole
financial responsible party for the treatment and utilization (including all related
operation and maintenance costs) of all reclaimed water generated by The. Woods
development.
B.) A detailed HOA budget outlining the financial plan for ensuring the necessary funds
for long-term operation and maintenance of the wastewater treatment plant and
reclaimed water utilization system.
ii. If the Developer intends to transfer permit ownership to a Privately -Owned Public Utility,
the Permittee shall submit:
A.) A properly executed change of ownership application (FORM: PNOCF) located at:
http://h2o.enr.state.nc.us/lau/applications.html. -
B.) A Certificate of Public Convenience and Necessity, which demonstrates, that the
public utility is authorized to hold the utility franchise for the area to be served by the
wastewater system.
e. Prior to operation of any part of the reclaimed water irrigation system associated with Zone 1 (as
shown on Figure 2), a soil scientist evaluation shall be completed for all irrigation areas on each
residential lot or 'common area. This soil scientist evaluation shall be conducted once all
construction, renovation, and grading activities are complete for a residential or common area.
This report shall specifically address, but not be limited to, soil features such as soil compaction
and saturated hydraulic conductivity of the least permeable layer, as well as any other properties
that might impact the soil's ability to accept irrigation water. The report shall also include a
Standard Soil Fertility Analysis for all parameters listed in 15A NCAC 02T .0905(b)(4). The
report shall be signed and sealed by a licensed soil scientist and certify that the proposed Zone 1
irrigation areas are capable of accepting the designed hydraulic loading rates. , The • requested
information must be received and approved in writing by the Aquifer Protection;Section; prior to
any irrigation of wastewater in Zone 1. Copies of the report shall be sent to the following
addresses: Aquifer Protection Section, Mooresville Regional Office, 610 East Center Ave.,
Mooresville, NC 28115 and Aquifer Protection Section, 1628 Mail Service Center, Raleigh, NC
27699-1628.
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3. The Permittee shall not be granted Collection System (sewer) capacity approval until such time as,this
wastewater treatment and reclaimed water utilization permit has been modified to allow for flow
capacity.
4 Upon completion of construction and prior to operation of this permitted facility, a certification (see
attached form) must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and other
supporting materials including the location of all monitoring wells as applicable. If this project is to
be completed in phases and partially certified, 'you shall retain the responsibility to track further
construction approved under the same permit, and shall provide a final certificate of completion once
the entire project has been completed. Mail the Certification to the Aquifer Protection Section,
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636.
5. The Mooresville Regional Office, telephone number [phone], shall 'be notified_,at;least-48
hours in advance (excluding weekends and holidays) of operation of the installed facilities so.that,an
in -place inspection can be made. Such notification to the Aquifer Protection 'Section regional
supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday
through Friday, excluding State Holidays.
6. Within 60 days of permit issuance, the three existing water supply wells within the development
property (as 'shown on Figure 1) shall be permanently abandoned. The Mooresville Regional Office,
telephone number (704) •663-1699, shall be notified prior to well abandonment, and the appropriate
documentation shall be completed and submitted based on Regional Office guidance.
7. A waste -level gauge, to monitor waste levels in the 5-day upset pond and the wet -weather storage
pond shall be installed prior to operation of the subject facilities.
8. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will extend the perrnit'for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application. If the Developer transfers permit ownership to a Homeowner's Association (HOA), then
the Permittee shall submit a copy of the declarations and bylaws that documents compliance -with the
attached Operational Agreement in accordance with Rule 15A NCAC OZT .0115.
II. PERFORMANCE STANDARDS
1. The reclaimed water utilization facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters, ,which will
render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily,
including the creation of nuisance conditions or failure of the utilization area to adequately assimilate
the wastewater, the Permittee shall take immediate corrective actions including those actions that may
be required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities. -
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
3: All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
WQ0032756 Version 1.0 Shell Version 070627 Page 4 of 12

5. The maximum instantaneous loading rate 'for reclaimed irrigation areas shall riot exceed 0.30
inches/hour for any irrigation zone.
6. The annual hydraulic loading rates for irrigation areas containing the following soil classifications
shall not exceed the following:
Georgeville — 23.86 in/yr
Cid/Lignum —12.20 in/yr •
Appling/Cecil/Wedowee — 23.02 in/yr
Helena/Vance —16.18 in/yr
Nason — 20:72 in/yr
7. The COMPLIANCE and REVIEW BOUNDARIES for the reclaimed utilization areas are established
at the utilization area boundaries. Any exceedance of standards at the Compliance- or ,Review
Boundary shall require action in accordance with 15A NCAC 02L .0106.
8. The Permittee shall apply for a permit modification prior to any sale or transfer. of property that
affects a compliance boundary to establish a new compliance boundary.
9. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
10. The facilities permitted herein must be' constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows (all distances in feet):
i. Surface waters not classified SA: 25
ii. Surface waters classified SA: 100
iii. Any well with exception to monitoring wells 100
b. The setbacks for treatment and storage units shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
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11. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water,
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
i, All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER —
DO NOT .DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three.feet or less.
Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bilis (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non -potable quality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection, may be placed in non -lockable underground services boxes clearly labeled as
non -potable water.
12. The Permittee shall maintain an active cross -connection control program that shall have the following
minimum requirements:
a. No direct cross -connections shall be allowed between the reclaimed water and potable water
systems.
b. A reduced pressure principle backflow preventer, an approved air gap separation, or other device
approved by the Division of Environmental Health shall be installed at the potable water service
connection to the use area where both reclaimed water and potable water. are supplied to a
reclaimed water use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. An air gap separation, approved and regularly inspected by the Permittee shall be provided
between the potable water and reclaimed water systems where potable water is used to
supplement a reclaimed water system.
13. Reclaimed water distribution Iines shall be located 10 feet horizontally from and 18 inches below any
water line where practicable. Where these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
14. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
15. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T.
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16. The Operational Agreement (see attached) 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.
17. The reclaimed water utilization system shall be connected to a rain or moisture sensor that shall
indicate when reclaimed water application is not appropriate in accordance with Condition 11I.4. and
111.5. of this permit.
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0913 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment and reclaimed utilization facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall
designate and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The
ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit
and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained in all reclaimed water irrigation areas such
that crop health is optimized, allows for even distribution of effluent, and allows inspection of the
reclaimed water utilization system.
4. Adequate measures shall be taken to prevent ponding or runoff from the reclaimed water utilization
areas.
5. Reclaimed water application shall not be performed during inclement weather or when the ground is
in a condition that will cause ponding or runoff.
6. All reclaimed water application equipment must be tested and calibrated at least once per year.
Records of the calibration must be maintained for five years.
7. No type of wastewater other than that from The Woods shall be applied to -the reclaimed water
utilization areas.
8. An automatically activated standby power source shall be on site and operational at all times, and
capable of powering all essential treatment units. If a generator is employed as an alternate power
supply, it shall be tested weekly by interrupting the primary power source.
9. Public access to reclaimed water utilization areas shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted within the
development.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0914.
11.. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the 5-day upset pond and wet -weather storage pond shall not be less than 2 feet at any
time.
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13. A waste -level gauge, to monitor waste levels in the 5-day upset pond and wet -weather storage pond,
shall be provided. This gauge shall have readily visible permanent markings indicating the maximum
liquid level at the top of the temporary liquid storage volume, minimum liquid level at the bottom of
the temporary liquid storage volume, and the lowest point on top of the dam elevations. Caution must
be taken not to damage the integrity of the liner when installing the gauge.
14. A protective .vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, ,erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and,accessible.
15. All wastewater shall be routed to the 5-day holding pond should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the 5-day holding pond shall be pumped back
to the treatment plant for re -treatment or treated in the 5-day holding pond prior to discharge to the
storage pond.
16. Fresh water may be introduced into the wet -weather storage pond as supplemental irrigation water
during the initial plant start up period, or during dry conditions as needed. However, no fresh water
shall be introduced into the wet -weather storage pond if the pond is at a level of 50% full or more.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater; surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required,parameter(s) under 15A NCAC 02H .0800.
3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(ies) and
location for the parameters specified in Attachment A. Monitoring frequencies are dependent upon
flow capacity, and therefore are to be determined at such time when the permit is modified to allow
flow capacity.
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5. The Permittee tracking the amount of reclaimed water applied shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of reclaimed water application,
b. Volume of reclaimed water applied,
c. Zone irrigated,
d. Length of time zone is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited by this permit for each zone,
g. Weather conditions, and
h. Maintenance of cover crops.
5. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the 5-day upset
pond and wet -weather storage pond shall be recorded weekly.
6. Three copies of all monitoring data [as specified in Conditions 1V.3. and IV.4.] on Form NDMR for
each point prior to irrigation (PP1) and three copies of all operation and disposal records [as specified
in Conditions IV.5. and 1V.6.] on Form NDAR-1 for every utilization area shall be submitted on or
before the last day of the following month. If no activities occurred during the monitoring month,
monitoring reports are still required documenting the absence of the activity. All information shall be
submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
8. A maintenance log shall be maintained at this facility including but not limited to the.following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
c. Date of calibration of flow measurement device.
d. Date and results of power interruption testing on alternate power supply.
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9. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are.abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in the reclaimed utilization area or
runoff from the reclaimed utilization areas.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any utilization area.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data:
WQ0032756 Version 1.0 Shell Version 070627 Page 10 of 12

3: This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this peiulit.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other government agencies (local, state,
and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in. 15A NCAC
Chapter 4 and under the Division's General Permit NCG010000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
5. In the event there is a desire for the facilities to change ownership, or there is a name change of the
Permittee, a formal permit request must be submitted to the Division on official Division forms,
documentation from the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be approved. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities, herein are properly closed or
permitted under another permit issued by the appropriate permitting authority.
8. The Permittee must pay the annual fee within 30 days after being billed by the Division. Failure to
pay the fee accordingly may cause the Division to initiate action to revoke this permit pursuant to
15A NCAC 02T .0105(e).
Permit issued this the 286 Day of April, 2008
NORTH C OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.•%Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032756
WQ0032756 Version 1.0 Shell Version 070627 Page 11 of 12

Permit No. WQ0032756
April 28;2008
ENGINEER'S CERTIFICATION
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
the project,
Project Name Location and County
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 and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature Registration No.
Date
WQ0032756 Version 1.0 Shell Version 070627 Page 12 of 12

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — WWTP Effluent
EFFLUENT CHARACTERISTICS
Parameter Description - PCS Code
Flow, in conduit or thru treatment plant - 50050
BOD, 5-Day (20 Deg. C) - 003I0
Solids, Total Suspended - 00530
Coliform, Fecal MF, M-FC Broth,44.5C - 31616 (geontmean)
Nitrogen, Ammonia Total (as N) - 00610
Nitrogen, Nitrate Total (as N) - 00620
Nitrogen, Total (as N) - 00600
Phosphorus, Total (as P) - 00665
Chlorine, Total Residual - 50060
Solids, Total Dissolved - 70295
Chloride (as C1) - 00940
Turbidity, HCH Turbidimeter - 00076
pH` - 00400
Monthly Average'
0
10
5
14b
4
10
7.5
GPD
mg/1
mgll
#/100m1
mg/1
nig/1
mg/I
mg/1
mg/1
mg/I
S.U.
Permit Number: WQ0032756
EFFLUENT LII4IITS
Weekly Average
Daily Maximum`
15
10
25
6
10
6.0-9.0
• mg/I
mg/I
#/100m1
mg/1
mg/J
mg/1
mg/1
mg/1
mg/1
mg/I
ntu
S.U.
Version: 1.0
MONITORING REQUIREMENTS
Measurement
Frequency
Continuous
TBD
TBDt
TBDt
TBDt
Tk3Df
TBDf
TBDf
TBD
3 X Yeard
3 X Yeard
Continuous
TBD
Sample
Type
Recorder
Composite
Composite
Grab
Composite
Composite
Composite
Composite
Grab
Composite
Composite
Continuous
Grab
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period. -
`Daily maximum shall be the maximum value of all samples collected during the reporting period.
d 3 X year sampling shall be conducted during March, July and November.
'The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
f Measurement frequency will be based on flow, and therefore is To Be Determined (TBD) at such time when the permit is modified to allow flow capacity.
WQ0032756 Version 1.0 Attachment A Page 1 of 1

Permit Number WQ0032939
Central Files: APS SWP_
06/26/08
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
62029
facility
..:Facility Name
The Woods at Weddington Collection Sewer
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
I B Development LLC Non -Government
Owner Affiliation
Philip Walton
13850 Ballantyne Corporate PI
Charlotte NC 28277
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
06/26/08 04/15/08
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Public Notice Issue Effective Expiration
06/26/08 06/26/08
Requested/Received Events
Additional information requested
Additional information received 05/07/08
Additional information received 05/09/08
Additional information received 06/22/08
Waterbody Name Stream Index Number Current Class Subbasin

DFO ARt; State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: I B Development, LLC
Project Name for which flow is being requested: The Woods at Weddington
More than one FTSE-I0/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: The Woods WWTP
b. WWTP Facility Permit #: WQ0032756
All flows are in MGD
c. WWTP facility's permitted flow 0.09994
d. Estimated obligated flow not yet tributary to the WWTP 0.09994
e. WWTP facility's actual avg. flow 0
f Total flow for this specific request 0.06202
g. Total actual and obligated flows to the facility 0.06202
h. Percent of permitted flow used 62
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
N/A
III. Certification Statement:
1, , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature Date