WQ0036808_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resour
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
October 31, 2013
Mr, David Rainey, President
The Pines at Davidson
400 Avinger Lane
Davidson, NC 28036
Subject: Permit No. WQ0036808
Villas at Hickory Crest
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Rainey:
John E. Skvarla, Ill
Secretary
In accordance with your application received on October 25, 2013, we are forwarding herewith to
Permit No. W00036808, dated October 31, 2013, to The Pines at Davidson 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 and supplement shall be considered a part of this permit and are therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this per
Condition 11,4:
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,
It shall be responsibility of the Pines at Davidson 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.
If any parts, requirements, or Iimitations 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 1508 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.
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone]\ Fax; (704) 663-60401 Customer Service: 1-877-623-6748
Internet: www.ncwalerqualrty.or,3
An E 1aa{ Opportunely \ Affirmative Action Employer
NorthCarolina
Nat/Ira l f

I
The Pines of Davidson
WQ0036808
If you need additional information concerning this matter, please contact Sujatha Nagulapally at (704)
235-2143 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Cc: Mooresville Regional Office
Scott Chinery, The Pines at Davidson (e-copy)
Water Resources Central Files •
PERCS (e-copy)

I
ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
The Pines at Davidson
Mecklenburg County
for the construction and operation of approximately 346 linear feet of 6-inch gravity sewer to serve the
Villas at Hickory Crest project and the discharge of 3,240 gallons per day of collected
domestic/commercial wastewater into the Rocky River Wastewater Treatment Facility existing sewerage
system, pursuant to the application received October 25, 2013, and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adapted 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.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
ermit issued this the 31st day of October, 2013.
k
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036808

SUPPLEMENT TO PERMIT COVER SHEET
The Pines at Davidson is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Rocky River Wastewater
Treatment Facility (NC0036269) prior to being discharged into the receiving stream,
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; 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.
Construction and operation is contingent upon compliance with the Standard Conditions,
I. SPECIAL CONDITIONS
if, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 3, 240 GPD, shalt be made tributary to the subject sewer
system until an application for permit modification for an increase in flow has been submitted to and
approved by the Division of Water Resources.
II. STANDARD CONDITIONS
This permit is not 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.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division'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 materials unless
specifically mentioned herein.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data..

4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. rf an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.

5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at 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 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 55O and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is ,permissible, but this 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 and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five 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. 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.
6,Construction of the gravity sewers„ pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing u
waters of the State,
esult in an overflow or bypass discharge of wastewater to the surface
7, Per 15A NCAC 2T,0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable, 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,
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable, Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, 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.

ti c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be dearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. 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.
11. 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.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: The Pines at Davidson Permit No. WQ00368D8
Project: Villas at Hickory Crest Issue Date: 10/3112013
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be dear on the plans or on digital media (CD or DVD
disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction.
• 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 Perrnit
.modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation, Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/constructron information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature
Date
ENGINEERS CERTIFICATION
LJ Partial Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (Li periodically, [1] weekly, full time) the construction of the subject 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 02T, 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 materials.
North Carolina Professional Engineers
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
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
DWR Use Only:
FIcw, from this projCel 10:

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
z
0
Application Number:
(to be completed by DWR)
Owner!Permittee:
la. The Pines at Davidson
Full Legal Name (company, municipality„
1 b. David Rainey, President
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)
HOA, utility, etc,)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ® Corpor
ld. 400 Avinger Lane :le. Davidson
or authorized signing o
Mailing Address City
11g. 28036
NC
State
h. 704-896-1457 1 i. 704-896-1119
Telephone Facsimile
Project (Facility) Information:
2a. Villas at Hickory Crest
Brief Project Name (permit will refer to this name)
icie.
ion ❑ Other (specify):
` Zip Code
j. [e-mail]
thepinesatdavidson.org
E-mail
Contact Person:
'3a. Scott Chinery
Name and Affiliation of Someone Who Can Answer
r3 b. 704-896-1457
Phone Number
Project is ® New ❑ Modi
Owner is ❑ Public (skip to tte+
2a, If private, applicant will be:
n existing permit
2
Mecklenbu .,
County Where Project is Located
his Applicati
3c. [e-mail]
E-mail
odification, Permit No.:
Z Private (go to Item 2(a))
❑ Retaining Ownership (i.e. store, church, single office, etc.) o
® Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Waster and Sewer Authority of Cabarrus County
2b, If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Wastewater Treatment Plant 4b. NC0036269
Name of WWTF
5a, The Pines at Davidson
Owner of Downstream Sewer
The origin
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
❑ School
❑ Restaurant
• Office
5b. 8 ® Gravity
Receiving Sewer Size ❑ Force Main
heck all that apply):
Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
Permit # of Downstream Sewer (Instruction F
% Domestic/Commercial
• Industrial
(Attach Description)
• Other
(Attach. Description)
Volume of wastewater to be allocated or permitted for this particular project: 240 gallons per day
*Do not include future flows or previously permitted allocations
the permitted flow is zero, indicate why:
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 .0303 to determine if a permit is required)
PTA 08-13 APPLICATION'
Page 3 of 6

z
0
LL
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .6114 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 21 ,0114 (f),
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6
11. Summary of Pump Stations wi associated Force
Pump Station Location ID:
Longitude:
N/A
n
Latitude:
Length (feet)
346
New Gravity or Additional
Force Main
New Gravity
be Permitted (attach additional sheets as necessary)
(self chosen - as shown on plans/map for reference)
Design Flow operational Point Power Reliability Option
(MGD) GPM @TDFI 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wIMTS
Pump Station Location ID: N/A (self chosen - as shown on plans/snap for reference)
Longitude; Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point t _ permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
12. Will the wastewater flow rn the proposed sewer lines or pump stations be able to be directed to another treatment facility?
D Yes ® No If Yes, permit number of 2nd treatment facility
(RO * if "yes" to B„12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria for the Penr:itti_g of Pump Stations and Force Mains
(latest version), the Gravity Sewei°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
f TA 08-%3 APPL1CATJON Paile 4 of 6

14 Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? EI Yes 0 No 0 N/A
Sedimentation and Erosion Control Plan? El Yes 11 No N/A
Trout Buffer Waiver? El Yes 0 No El N/A
Stormwater? El Yes El No 0, N/A
15 Does this project include any high priority lines (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: Ej and provide details:
1. Owner/Permittee's Certification. (Signature of Signing Official and Project Name)
la,
1, David C. Rainey attest that this application for The Pines at Davidson -Villas at Hickory Crest 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
Statutes143-215„CA and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $?5,000 per violation_
—1-1- ,e „s 1-1 cis
'CA C
Signing 0 icial Signature 11
Date
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,
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Jamie Powless, PE ,attest that this application for The Villas at Hickory Crest has
been reviewed' by me and is accura(e, 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 14312,15,_5and 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 $25000 per violation,
2a. Jamie Powless, PE
Professional Engineer Name
2b. Mulkey Engineers and Consultants
Engineering Firm
2c, 6750 Tr on Street
Mailing Address
2d, Cary , „ „ 2e NC 2f, 27518 City State State Zip
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2g, p19) 858-1842 2h, (919) 8511918 2i, fjpwless@mulkeyinc7..
,
Telephone Facsimile E-mail NC PE Seal, Signature & Date
FE A 08-13 APPLICATION
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CHARLOTTE.
TE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
October 14, 2013
Jamie Powless
Mulkey Engineers & Consultants
6750 Tryon Road
Cary, NC 27518
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THE PINES AT DAVIDSON - VILLAS AT HICKORY CREST
TAX PARCEL ID# 007-031-27
C-MUD TRACKING # 600-13-622
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 3,240 gallons per
day (24 apartment units x 135 gpolunit) 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.
Please see the attached FTSE forms,
Charlotte -Mecklenburg Utility Department 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, PWS ID # 0160010 on file with the Public Water Supply Section of NCDENR.
However, CMU cannot guarantee a constant pressure or quality of flow,
Charlotte -Mecklenburg Utility Department does not expect any of the above conditions to preclude water
or sewer service to the subject site.. However, the applicant should understand that due to the
involvement of other agencies and continuing growth of the water and sewer system, the ability to provide
service for future projects cannot be guaranteed nor reserved. Connection to the CMU system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction if the appropriate
authorization to construct permits are not obtained and construction has np started within one (1) year of
issuance of this flare acceptance, and payment for any service connectipn(s) has not, been received within
one 1 e r of issu nee of this flow aces Lance this flow acre t rice a roe I sh ll bs reseinded and a
new + acceptance request mint be made. tf you have any questions, please do not Hesitate to contact
me at t704} 432-5801.
Barbara. Gross
Engineering As
a
QH.Ad' LQTTE-MECi(L NBURC UTILITY' !APARTMENT
Engineering Division • Installation & Development Services
www,cmutitfties.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

State of North Carolina
Department of En £ironnnent and Natural Resources
Division of Water Quality
Flow "tracking./Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
RISD➢CST ON U E ON Y)
Jurisdiction Requesting Flow Acceptance for Collection System:
©City of Concord DCity of Kannapolis
Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: The Pines at Davidson - Villas at Hickory Crest—Proicict
Description: The Pines at Davidson - Villas at Hickory Crest engineering plans
bJ Jamie Pawless, NCPE,. with Mulkey Etiigineers & Consultants, fear the vv' ct on .
approximately 346 lncar feet of 6-inch sanita °sewer wit 3
Avinger Lpne in Davidson NC, with a
Davidson - Villas at
Town of Harrisburg QTown of Mt, Pleasant
What is the quantity of flow that will be discharged? 3,24 GPD
Flow type:.
Do
100
cial
6t10-13-622
and s eci
tewater colle
nd other
d nd sealed;
y;teln extension consisting of
enances to serve The Pines at
water discharge of 3,240 GPD.
© Industrial.
Section I - List the Jurisdiction's pump stations located between the project
Intercertor connection .oint.
Pump Station Firm Capacity
(Name or Number) 11MGID
• The Firm Capacity of any pump station i$ defined as the trait t5nttum pumped
(H)
Approx. Current
Avtraget Daily Flow
MCt)
onnection point and the WSACC
©bHg'med. Not Yea
`ributary Daily How
nMGI)
hat can be achieved rviih the largest pump lake
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not Ices than'2.5„
*44A Planning Assessment Addendum shall be at Tor each pump sta
betsseeiv tb
(D)='(B+C)
Total Current Flow
is Obligated taw
MCI)
(p} A-D)
Available
Capacity.•*"
fit
point and the YONT where Availu de
Section II. Jurisdiction's 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 WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC. interceptor normal circumstances, given the implementation of the planned improvements identified in
the planning assessment where applicable. 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 Section .I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
,htr isd
lion :s Signing Official Signature. Dale
Revision Date: 08/09l13

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
October 7. 2013
Barbara Gros,
Assistant - New Services yacc tics
cklenburg Utilities
700 North Tryon Street
Charlotte, NC 28207
Subject: Flow Acceptance Request
Sanitary Sewer to Sere The Pines at Davidson
CMCJ Job Number 600-13-622
Dear Ms. Gross:
ickory Crest
This is an approval liar flow acceptance received by the Water and Sewer Authority of" C'abarrtrs
County (WSACC) for Charlotte Mecklenburg Utilities (CMU) on September 27, 2013. VISA
has or will have capacity at the Rocky River Regional Wastewater Treatment Plan rand
appropriate sewer interceptors to transport and treat the domestic wastewater from the proposed
project entitled The Pines at Davidson Villas at hickory Crest located along Avinger Road in
Davidson. The project will include the construction of 24 apartment units with a projected
wastewater flow of 3,240 gpd. WSACC agrees to accept 3,240 gpd of wastewater from this
project,
Please, raotc tfaat if cearastruction of this project is rant staarte d within two (2) years of the date of
Phis approval, tiar aappr'oval is rescinded and a second request and approval will be required.
Please notify WSAC'C.' in writing when construction of this project is itaitiaated..
If you have any quest]
cc:
Shearin, P.F.
man Keeter
Mark Lomax
Chad .VonCannon,
at [phone], extension
w A. Bach, P.E.
yste rras Engineer
28..

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(1:1 SE —10/07)
(WSACC USE ONLY) The Pines at Davidson — Villas at Hickory Crest Project
Section I. Name of wastewater treatment.facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
Es • ted obligated fiow not ributi r
WWTP facility's actual avg. daily flow, MGD
,
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
26.500
0.858
4.570 (54.98% of permit)
0,003
5.431
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station Firm Capacity 4`
(Name or Number) NIGD
(Al
Design Average Daily Flow
(FirliVgID
11111)
(R)
Approx. Current
Average Daily flow
tit GO
(C)
abligamil, Nat Yet
Tributary Doily Haw
MGD
(I (34(7)
Total Current How
Plus Dbiigated Flow
MCD
Available
Capacitym
M CD
...ovv,zr Rocky River PS 37.000
14.800
8020
).7 2
8..792
(")(108
The Firm Capacity nr Sal) pomp station Is defined us the maximum pumped flow that can be achieved with the largest pump taken out of service.
"Design Average Dully Flow is the firm capacity of the pump station divided 0 'waking factor net less than LS,
Planning Assessment Addendum Oa he attached for each pump !dation located between the project connection point an c where Mailable Capacity
Section 111. WSACC Certification. Statement:
I, Thomas A. Bach, certify that, to the best of my knowledge, the addition of the volume of wastewater to he permitted in
this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater
treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows
or overburden on any downstream, pump station in route ter the receiving treatment plant under normal circumstances,
given the implementation of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using the hest available data.
This certification ,applies to those items listed above in Section I and Section II plus all attached, planning assessment
addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signature
of form 1nd.Lcales4ccepu*nct of this wastewater 11..iw,
WSACC's Signing Official Signature
to 7 /3
Date

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
7, 2013
Ms. Barbara Gross
Engineering Assistant - New Services
Charlotte -Mecklenburg Utilities
700 North Tryon Street
Charlotte, NC 28202
Subject: Flow, Acceptance Request
Sanitary Sewer to Serve The fines at Davidson —
CMU Job Number 600-13-622
Bear Ms. Gross:
1:ori it t. NC 1t
: Sao; uA; P.O. Eger 4 2a
c « a,rd tic: z.
as at Hickory Crest
70.7fif,J'8-
701,7'9 ,IS(,w,
This is an approval fir flow acceptance received by the Water and Sewer Authority f Cabarrus
County (WSACC) fi r Charlotte Mecklenburg Utilities CMU) on September 27, 201WSACC
has or will have capacity at the Rocky ltiver Regional Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater from the proposed
project entitled The Pines at Davidson ..-.M Villas at hickory Crest located along Avonger Road in
Davidson. The project will include the construction of 24 apartment units with a projected
wastewater flow of 3,240 gpd.. WSACC agrees to accept 3,240 gpd of wastewater from this
project..
Please note that of 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 construct go of this project is initiated.
If you have any questions, please call the at [phone], extension 228.
Sincerely,
Thomas A. Bach, P.E.
Utility Systems Engineer
cc: Barry Shearin, P.EJCMGJ
Coleman Keeter
Mark 1„orax
Chad VonCannon, Pets..

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(ETSE -10/07)
(WSACC USE ONLY) The Pinesat Davidson — Villas at Hickory Crest Project
Section 1. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
J Muddy Creek Wastewater Treatment Facility — Permit #NC0081621.
WWTP faciitys rermitted
Estimate'
WWTP 'facility's actual avg, daily flow, MGD
[aIfiowtorthisecificreauest, MGD
Total actual and obligated flows to the facility,
Percent of permitted flow used
TP, MGD
26.500
0.858
14.570 (54.98% of permit)
0.003
58.23%
Section 11. Pump stations along the route from the .Jurisdiction's connection point to the 'W
Pump Station
(Nitrite tat Nuottic0
Firm Capacity •
MGD
(A)
Design Averagti Daily How **4
larmitill
MCI)
R)
Approx. Cumin
Average Daily How
MCI)
(e)
Obligate& Not Yet
Tributary Daily Flow
Man'
(D)= (134C)
Total Futretil HOW
PI u3 Obligated How
MCI)
Lower Koay RiveriS
37.0(X)
14.8
8.020
0.772
8.792
The Fkrm Capacity of Ray pump slalian k deRnetl as the maximum pumped new that con he achieved with the targeld pump taken itin a woke.,
**Design Average Daily Flute is the Pion capacity of the pump station diled by a peaking factor ma Jou, than 23,
***A Planning Assess -men' Addeluitun shall be atitatftrd for each pump station I4 tcs the project connection point and thy WIATP slivery Avullottk Capacity is'
Avoitabk
rapaciiyom•
MCI)
Section III, WSACC Certification Statement:
1, Thoitai,c..A. Oath, 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 from the connection to the interceptor to the receiving wastewater
treatment facility, and the flow from this project is not anticipated to cause any capacity related sanitarysewer overflows
.0T overburden on any downstream pump station in route to the receiving treatment plant under normal circumstances,
given the implementation of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using the hest available data.
This certification applies to those items listed above in Section land Section 11 plus all .attached planning assessment
addendurns for which, to the best of my knowledge. will notadversely affect the downstream sewer capacity. Signature
of t7j knn incjcInes acceptance of this wastewater flow,
101"03
WSACC's Signing Official Signature Date

080 ° 51 " 00 00" W
080 ° 50' 50.00" W
080 ° 50` 40,00" W
080 ° 50' 30.00" W
080 ° 50' 20.00
080 ° 50' 0.00"W
080° 50' 40.00" W
100
SCALE 1:6000
0,1
200
0.2 MILES
300 YARDS
0,1 0.2 0.3 KILOMETERS
080 ° 50" 11.00" W
080 ° 5f)' +.©0
Name: CORNELIUS
Date: 10/22/13
Scale: 1 inch = 500 it,
Location: 035 ° 29' 25.15' N 080° 50' 40.84" W
Cee grt3 CI 2009 km
©alum; NA027

' 00:00 W
Decl'tnatian
0°50`3O00
SCALE 1:12000
0 0,1 0.2 0.3 0.4 MILES
0 100 200 300 400 500 600 700 YARDS
MN 7,56° W
1` 0 ---� 0r;l 0E,2 _ clip, 0
14—
'0.5 0,6 KILOMETERS
I 1 1 1 rill! 1 1 1 T r i F
080°51' 0,00 4 080°50" 30.00" W 08°50'40A3 �
Name: CORNELIUS
Date: 10/22/13
Scale: 1 inch = 1,000 ft.
Datu
Location: 035 ° 29' 25.15" N 080 ° 50' 40,84" W

Dalu
080' 50' 00.00"
DecBt n
MN 7.58' W
1 1 -
080' 48' 00,0t1" W 080° 46 00.00" W
SCALE 1:48000
0 1 MILE
1, !
1000 2000 3000 YARDS
1 2 KILOMETERS
1_ 1 F 1 1 1 1 -- -1 1 _. ,. _ �. �. _.1. 1 �_.__ I_._. _. I_ 1 1 1 1 �,..1 1 I 1 1 1 1
080' 50' 00.00" W 080' 48' 00,00" W 080' 46' 00.00" W
-1 - _ t 1 ..
Name: CORNELIUS
Date. 10/22/13
Scale: 1 inch = 4,000 ft,
NAD27
Location: 035' 28' 36.48" N 080' 48' 29.18" W
CcpyrogllIci2L11SnNr©ao

Polaris 3G Map -- Mecklenburg County, North Carolina
Date Printed: 611 8120
,This map or report is prepared for he inventory of real property within Ntecktenburg County and is campited from recorded deeds, plats, tax maps, surveys, planimetric maps, and other public records and d
I Users of this map or report are hereby notified that the aforementioned public primary information sour
lresponsibility for the infomnation contained herein,
should be consulted far verification, Mecklenburg County and its mapping contractors assume no legal

Polaris 3G Map Mecklenburg County, North Carolina
$
Date Printed: 10/22/2013 2:4111 P
\y$
ciff cr
1-TE
0 0.0375%075 t,t 0:15 Miles
1t
v
This map or report prepared for the inventory or rzl property ilhin Mckenburg Couny ncf is compiled from recorded deeds pats, tax maps, surveys, planimetric maps, and other public records and data.
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal
responsibility for the information contained herein,

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Watershed Classification Attachment (WSCAS 08-13)
The Division of Water Resources (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at:
http:/ipo rtal . n cdenr. orglweb/wglswp/os/cs/ext
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
1 If the sewer system project area is a minimum of 100 feet from any surface water or wetlands, this
classification is NOT necessary. If any portion of the sewer system project is within 100 feet of any
surface water or wetlands, this form must be completed if there are proposed design conflicts with
setbacks or buffers as listed in 2T .0305 (f)..
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA 08-13) unless requested by the Division.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each portion or location of the
sewer system that is in conflict with a waterbody or wetlands.
✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS 08-13 (SEWER SYSTEMS)" to collect the stream classification data. This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Resources regional office.
V. The same Professional Engineer who certified the permit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm.
✓ Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.). The map should have location ID's for each different
waterbody (where the sewer line is within the setback/buffer) and corresponding classifications
should be recorded.
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
✓ A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: htto://portal.ncdenr.orq/web/wq/home/ro
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED***
INSTRUCTIONS FOR FORM: WSCAS 08-13

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name _
Whe`einesiat#Davidsori
MIlas at?HickonACres
Professional Engineer Name..
Engineering Firm Name
[lane Ro`wlesd
1Vlulkey, Engineers:and'•Conuitantd
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
it
nnamed Tributaryt6 South
�
ecklenbur
`Yadkin
il 3 17 3°1
Rock3
�=igN.estaranch
4Pee_�Doe
P
.
►ram,
,..:1.�-
am
rpF,
,Tr.z11
a
'lief; li ,N
.',,
, ,,,,,,0 j
p_ _
nniael
'rtm L S
Mli' /
l'I
4. k
1 If unnamed, indicate "unnamed tributary to X", where Xis the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
aN«n n tit mireAft s
$*'441-*‘‘..c..t.1 ''''''''''''''''''''''''
411
SEAL >'
:,.704 -
too
FORM: WSCAS 08-13
Page 1 of 1

080° 51' 00,00" W
Name: CORNELIUS
Date: 10/22/13
Scale: 1 inch = 500 ft,
0800 50' 0,00" W 080° 50' 40,00" W
080 ° 50' 0,00" W 080 ° 50' 40.00" W
080 ° 50' 30.00" W 080 °
SCALE 1:6000
0.0 0.1 0.2 MILES
0 100 200 300 YARDS
r r a
0.0 0.1 0,2 0.3 KILOMETERS
080 ° 50' 30,00" W 080 m 50' 20.00
Location: 035° 29' 25.15" N 080° 50' 40,84" W

North Carolina Secretary of State
Page 1 of I
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 10/25/2013
Click here to:
View Document Filings
PC, PLLC, LP and Non -Profit entities are not required to file annual reports.
Corporation Names
Name
NC THE PINES AT
DAVIDSON, INC.
NC THE PINES AT
DAVIDSON, INC.
NC DAVIDSON RETIREMENT
COMMUNITY, INC.
Non -Profit Corporation Information
Name Type
LEGAL
CSL LEGAL
PREV LEGAL
SOSID:
Status:
Effective Date:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0038976
Current -Active
2/17/1983
DOMESTIC
NC
PERPETUAL
Agent Name:
Office Address:
Mailing Address:
Principal Office
MULLER, EDGAR L
400 AVINGER LANE
DAVIDSON NC 28036
POB 118
DAVIDSON NC 28036
Office Address:
Mailing Address:
Officers
NO ADDRESS
400 AVINGER LANE
DAVIDSON NC 28036
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1849
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=488 1073
I0/25/2013

--MULKEY
ENGINEERS & CONSULTANTS
DATE: October 22, 2013
REFERENCE: The Pines at Davidson
ATTENTION: NCDENR DWR
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
PROJEC T DESCRIPTION:
The project is located at 400 Avinger Lane in Davidson, NC and is part of the overall master -
planned community, The Pines at Davidson. The site is located on tax parcel 00703127. The
project includes two new apartment buildings and associated access drives with parking. Utility
improvements include the extension of a privately maintained water main to serve the
proposed building and a new private sewer main. The two new apartment buildings will house
12 apartment units each.
ENGINEER'S REPORT:
All piping, fittings, manholes and all associated appurtenances shall be included as part of a
private system owned, operated and maintained by The Pines at Davidson. This project includes
the installation of 346 LF 6-inch PVC Pipe sewer main and (3) three manholes. All PVC pipe and
fittings shall meet current AWWA standards. For further detail, refer to the CMU Standard
Sewer Specifications and Details.
The proposed 6-inch sewer main will tie to an existing manhole located within the project limits.
The existing manhole will then discharge into an existing 8-inch sewer line that is located within
Avinger Lane.
CA1�
s ....4 j „,ti p
O ..
'•Q SEAL `7 = Jamie Powless, P.E.
3
�� 8704 / r = North Carolina PE 38704
�4•<C/`
p 2 2'
MULKEY INC. 6750 TRYON ROAD CARP, NC 27511 P❑ BOX 33127 RALEIGH, NC 27636 PH: 919-851-1912 FAX: 919-B51-1418 WWW.MLJLKEYINC.00M

MULKEY
ENGNNEERE £< C©NBULTANTB
P© Box 33127
RALEIGH, NC 27636
PHONE: 9 1 9-B51 - 1 9 1 2
FAx: 9 1 9-B 5 1- 1 9 1 B
LETTER OF TRANSMITTAL
To: NCDENR - DWR Date: October 23, 2013
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
Re: The Pines at Davidson
Private Sewer Application
I am sending you the following item(s):
COPIES
DATE
10/22/13
10/22/13
10/22/13
10/14/13
10/22/13
10/14/13
10/7/13
10/22/13
10/23/13
NO.
2
These are transmitted as checked below:
CI
As requested
For approval
For review and comment.
** FEDERAL EXPRESS **
Job No.: 10.01 Task F
DESCRIPTION
Cover Letter
Original _ Fast Track Application (FTA 08-13)
Copy ® Fast Track Application (FTA 08-13)
Application Fee
Wastewater Flow Calculation
CMU Issued Capacity Assurance Letter (FTSE 08-13)
WSACC Issued Capacity Assurance Letter (FTSE 08-13)
Site Maps
Stream Classification (WSCAS 08-13) Attachment Form
wlSite Map
C For your use
[] For Signatures
LJ
Remarks:
Please find enclosed an application for a private sewer line and the supporting documentation for The
Pines at Davidson located at 400 Avinger Lane in Davidson, NC, Please let me know if there are any
questions or comments. You can contact me at [phone] or jpowless(a7mulkeyinc.com Thank you
for your time and assistance.
Copy to: File
Signed,.
ie L. Powless, P.E.
Project Engineer

•
Permit Number WQ0036808
Central Files: APS_ SWP'
10/30/13
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sujatha.nagulapally
Coastal SW Rule
Permitted Flow •
3240
Facility
Fast Track
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Villas at Hickory Crest
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
The Pines At Davidson
Dates/Events
Owner Type
Non -Government
Owner Affiliation
David Rainey
Finance dir of
400 Avinger Ln
Davidson NC 28036
Orig Issue
10/30/13
App Received
10/25/13
Regulated Activities
Draft Initiated
Scheduled
Issuance
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Public Notice Issue Effective
10/30/13 10/30/13
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

FAST TRACK ENGINEERING CERTIFICATION
Perm}ttee: The Pines at Davidson
Project: Villas at Hickory Crest
Permit No. WQ0036808
Issue Date: 10/31/2013
Complete and submit thin form to the permit issuing regiranat office with the following:
One cOpDy of theproject (emir(# (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVp
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater trill 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
rnoclIfications are required for any channel resgftfnp (P9n-cgrn.11400
fninimum (Neaten criteria. Modifications ehouldbe subrni
ry formpermit
reputations. or
This project shall not be considered complete nor allowed to operate until the Division has received this Eng
Certification and all required supporting documentation: Therefore, It IS highly recommended thet this certificettan
be sent In a manner that providp:s proof of receipt by the Dtvlelon,
o n onstru�l p rrsu
provided applicable cast
maintain the wastewater
Scott S, Chinery
Director of Plant Services.
PERMITTEE's CE1tTll tp T!
e undersigned agent for the Permittee, hereby state that this project has
ble standards & requirements, the Professional Engineer below has
formation to the Permittee, and the Permittee is prepared to operate &
on system permitted herein or ports there
1C7g/14
Date
C'ERTItrIOATI
0 Partial TFinal
duly r Dstered Professional Engineer in the State of North Carolina,
n authorized to observe ( «eriodicalty� weekly, © full time) the construction of the subject project
he Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
nstruction such that the construction was observed to be built within substantial compliance of this
15A NCAC 02T. the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
bee; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
lopted June 1, 2000 as applicable; and othor supporting materials,
h Carolina Professional Engineer's
slgnatur tan€f te:
t,..A_ , ry.,.w....
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
king all partial certifications up until a final certification is received. Any
e tributary to the wastewater collection system extension prior to completion of this
n sha6 be considered a violation of the permit and shall subject the Perrnittee to appropriate
D
Flow II'rrnti this proied D!

-II-MULKEY
ENGINEERS & CONSULTANTS
Po Box 33127
RALEIGH, NC 27636
PH❑NE: 9 1 9-B51 -1 9 1 2
FAX: 9 1 9-B 5 1- 1 9 1 B
LETTER OF TRANSMITTAL
To: NCDENR - DWR Date: December 19, 2014
610 E. Center Avenge,' Su ite 301
Mooresville, NC 28115
Re: The Pines at Davidson
Private Sewer Certification
1 am sending you the following item(s):
** FEDERAL EXPRESS **
Job No.: 10.01 Task F
COPIES
DATE
NO.
DESCRIPTION
1
12/19/14
1
Fast Track Engineering Certification
1
12/11/14
2
Record Drawings
These are transmitted as checked below:
❑ As requested
® For approval
❑ For review and comment
❑ For your use
r
❑ For Signatures
Remarks:
Please find enclosed the engineer's certification and record drawings for The Pines at Davidson located
at 400 Avinger Lane in Davidson, NC. Please let me know if there are any questions or comments. You
can contact me at [phone] or [e-mail] Thank you for your time and assistance.
Copy to: File Signed:
Jamie L. Powless, P.E.
Project Engineer