WQ0037141_Regional Office Historical File Pre 2018

f‘or
Pat McCrory
Governor
Mr, 301111 Pisichello
Shops at Chestnut. LAX
1488 .Longleaf Court,
.Matthews, N.C. 28104
Subject:
NCDENR
Departtohl of Environment 30d J1uri .R,Fisourcos
Division of Water Resources
May 21, 2014
Permit No, WQ0037141
Chestnut Arbor — Mario's
Wastewater Collection System 'Ex e. skin
Union County
Dear Mr, Pisichello:
John E. Skvarla, III
Secretary
In accordance with your application received. on May 1.2, 2014, we are forwarding herewith to Permit No.
WQ0037141, dated May 21, 2014, to the Shops at Chestnut, L.1,,,C 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issuance until rescinded, and shall he subject to the conditions and limitations as specified therein.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 rhis permit:
Condition 11.4: Requires that the 'wastewater collection facilities be properly operated and maintained in
accordance with 1 A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Shops at Chestnut,. LTC 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, andlor referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations .contained in this permit are unacceptable, you have the right to.
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition., conforming to Chapter 150B of North Carolina General
Statutes„ and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714, Unless such demands are made, this permit shall be final and binding.
Mooresville RE,)ional Office
Location: 610 East Center Ave,„ Suite 301 Mooresville, NC 26115
Phone: (.704) 663-1699 Fax.: (7'04) 663-6040 ) Customer Service: 1-877-523-6148
Internet: www.nmaterquality.(q
AP [Nal Opporti.inily 1 Affirmative Acton Empioyer

,
ATA
NCL ENR
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
Shops at Chestnut, LLC
Union County
for the construction and operation of approximately 349.20 linear feet of 8-inch gravity sewer to serve the
Chestnut Arbor — Mario's development and the discharge of 520 gallons per day of collected
domestic/commercial wastewater into the Twelve Mile Creek Treatment Facility existing sewerage
system, pursuant to the application received May 12, 2014, and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
it issued this the 215` day of May, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037141

SUPPLEMENT TO PERMIT COVER SHEET
Shops at Chestnut, LLC is hereby authorized to:
Construct, and thenoperate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek Wastewater
Treatment Facility (NC0085359) 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
I. SPECIAL CON.DITIDNS
h the following 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,
No flow in excess of the quantity permitted herein, 520 GPD, shall 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,
H. STANDARD CONDITIONS
This permit pis 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 Purmi:ttee, a formal perrnit 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; 1.5A 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 I., 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. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
Iand 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 Ieast
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 oFthe 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 SSO 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 normalbusiness 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 11 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 utilities nor resultin an overflow or bypass discharge of wastewater
to the surface waters of the State.
7. Per ISA NCAC 21".01 1.6, 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 extensionprior 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:
a. 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 DV[) 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.

c. Changes to ,the project. .that do not result in non-compliance with this, permit, regulations, or the.
Minimum Design Criteria should be clearly 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; I5A 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.
12. 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.

FAST TRACK ENGINEE NG CERTIFICATION
r
Permittee: Shops at Chestnut, LLC
Project: Chestnut Arbor Mario's
Permit No, WQ0037141
Issue Date: 5/2112014
Complete and submit this firm 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 clear on the plans or on digital
media (CD or DVI) 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 reliabilityoption 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. Modificationsshould be submitted prior to certification.
This project shall not be considered complete nor allowedto 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
1, ,. 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/construction 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
. .
ENGINEER'S CERTIFICATION
Partial fl Final
as a duly registered Professional. Engineer in the State of North Carolina,
iaving been authorized to observe (Ei periodically, 111 weekly, [1 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; 15.A 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 Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
DV R Llse Only:
Flow from this project is tributary to:

USE THE TAB KEY TO MOVE FROM HELD TO HELD Application Number:
(to be completed by DWR)
Owner/Permittee:
la, SHOPS AT CHESTNUT LLC dba CHESTNUT ARBOR
Full Legal Name (company, municipality, HOA, utility, etc.)
0 lb JOHN FISICHELLO - OWNER
Signing Official Name and Title (Please review 15A NCAC 2,T 0106 (b) for authorized signing officials)
lc. The legal entity who will own this system is:
D Individual 0 Federal 0 Municipality 0 State/County D Private Partnership **1 Corporation 0 Other ci
0
L
0
ld. 1488 LONGLEAF CT,
Mailing Address
NC
State
lh. 704-517-0979 11.
Telephone
Facsimile
ci 2. Project Tacilitv) Information:
2a, CHESTNUT ARBOR "MR rj.
CL Brief Project Name (perrnit will refer to this name)
3. Contact Person:
33, WANDA G. FULLER, PE
Name and Affiliation of Someone Who Can Answer ues
z
0
le. MATTHEWS
City
1g, 28104
Zip Code
1j. [e-mail]
E-mail
2b. UNION
County Where Project
ons About this Application
3b, 704-822-6520 3c wandafulleracrpliparr.com
Phone Number E-mail
1 Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
2. Owner is 0 Public (skip to Item B(3)) Private (go to Item 2(a))
2a, If private, applicant will be:
Retaining Ownership (i.e store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
O Public Utility (Instruction D)
O Homeowner Assoc./Developer (Instruction E)
3. UNION COUNTY PUBLIC WORKS
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. TWELVE MILE CREEK WWTP 4b. NC0085359
Name of WVVTF WWTF Permit No.
2, 5a. UNION COUNTY _ 5b. 8" Gravity 5c. WQ 0019372
LL Owner of Downstream Sewe-r7Receiving Sewer Size D Force Main Permit # of Downstream Sewer
0
LL 6. The origin of this wastewater is (check all that apply):
Z
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Horne Park
El School
Restaurant
Office
Retail (Stores, shopping centers)
D Institution
O Hospital
0 Church
LJ Nursing Home
0 Other (specify):
traction F
00% Domestic/Commercial
% Industrial
(Attach Descnption)
% Other
(Attach Description)
7 Volume of wastewater to be allocated or permitted for this particular project: 520 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
El Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 021 0303 to determine if a permit is required)
FTA 08-13 APPLICATION Pa.ge 4, of 6

• 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NC,AC 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),
((5200 SF OFFICE RETAIL)/100SF X 100GPD) 520 GPD
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8''
Length (feet)
349 20'
New Gravity or Additional
Force Main
GRAVITY
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
z
re
0
Design Flow Power Reliability Option
Operational Point
(MGD) permanent generator wfATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point „I
GPM @TDH permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
lE] 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 Perrnittihgpf P u TIT Stations and Force Mains
(latest version), the Gravity Sewer Minimum DesignGriteri(latest version) and 15A NCAC qhapler 2T as applicable?
Yes D 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
VIA. 08-13 APPLICATION Page 5 of 6

irN
522500
522600
523000
523000
523400
523400
Soil Map —Mecklenburg County, North Carolina, and Union County, North Carolina
(Chestnut Arbor - Quad Map Matthews Aerial)
52.3500
524200
Map scale: 1:20,800 if printed on A landscape (11" x 8.5") sheet,
0 300
.. .,
600 1260i
0 16
Map r %l icon:
Natural Resources
Conservation Service
2
4000
Edge bps; a 1TM Zone 17N WG,S&1
S.WCOD
525000
S25c00
Web Soli Survey
National Cooperative Soil Survey
525400
525400
52800
526200
526200
526600
527000
S270 00
5(5/2014
Page 1 of 4
35° 4'46'r

40'11
523600
524090
Soil Map --Mecklenburg County, North Carolina, and Union County, North Carolina
(Chestnut Arbor - Quad Map Matthews)
524403
524800
Map Scale: 120,200 if printed on A lanciscape (11" x 8.5) sleet
25D 500 ow 1500
0
Natural Resources
Conservation Service
2060 3000
COMPLY
525200 525600
526400
527600
, I 35°
525200 525800 526000 526450 526800 527250 522609
7
Web Soil Survey
National Cooperative Soil Survey
5/5/2014
Page 1 of 4
55

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Union County
Project Name for which flow is being requested: Chestnut Arbor (Private Portion)
More than one FTSE 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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 1.7244
e. WWTP facility's actual avg. flow 3.41
f. Total flow for this specific request 0.0005
g. Total actual and obligated flows to the facility 5.1349
h. Percent of permitted flow used 85.58
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Brookhaven 1.72 0.69 0.34 0.0759 0.4159 0.2741
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not Less than 2.5.
XYx A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

n Statement:
I Charles P. C'C'ain certify to the best of'rny knowledge that 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, 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 Sections 1 and 11
all attached planning.. assessment adddendunis for which I am the responsible party.
of this Corm. indicates acceptance of this wastewater flow.
e 2 of 6►
1:1 SE 08-1

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of
FTSE 08-13

ORM WSCAS-03/2 )12
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
A aplicant Name
John Fisichello — Owner
Shops at Chestnut dba Chestnut Arbor
Professional Engineer Name
WANDA G. FULLER, PE
ocation
ID
SR#1344
Project Name
CHESTNUT ARBOR
Engineering Firm Name
FULLER CONSULTING SERVICES
River dlitaterbody Stream Waterbody
Name of Waterbody Countyf Basin Index, No, Classification
Fork Tweivermile Creek Union Catawba 'I t i38-1C�
if unnamed, indicate "unnanned tributary to X", where X is the named waterbody to which the unnamed tributary joins,
1
/ certify that as a Registered Professional Engineer in the State of North Carolina that l 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-03/2012 ***
May S, 2014
FORM: G'SCAS-03/2012 'aye I of 1

Soil Map —Mecklenburg County, North Carolina, and Union County, North Carolina
(Chestnut Arbor - Quad Map Matthews)
Map 'Scale;1 ° 20,200 Y6 pOYl;ed one A landscape (11" x
0 250 500 1000 1500
0 500 1000 2000 3000
Map pro eddiorr Wed Meroitor CDR k- COardRndES; WC�5Fk1 Edge tics. UM Zone 17'3 W
Natural Resources
Conservation Service
Web Sail Survey
National Cooperative Soil Survey
5/5/2014
Page 1 of 4

North Carolina Secretary of State Page 1 of 1
i '� i ▪ *61. ,:
11•4$0:;! ;:-..-.;04-‘,r
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Account Login - Register
North Caroilina
Elaine F Marshall DEPARTMENT 4r THE
Secretary SECRETARY OF STATE
Fnx 2c4322 RaiNO 276N-136 a (9193 WW7-2008
Date: 5/13/2014
Click here to:
View Document Filings I File an Annual Report I
all Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report I
Corporation Names
Name Name Type
NC SHOPS AT CHESTNUT, LLC LEGAL
Limited Liability Company Information
SOSID: 1273126
Status: Current -Active
Effective Date: 8/10/2012
Citizenship: DOMESTIC
Duration: PERPETUAL
Annual Report Status: UNDER REVIEW LLC OTHER EVENT
Registered Agent
Agent Name:
Office Address:
FISICHELLO, JOHN B.
1488 LONG LEAF COURT
MATTHEWS NC 28104-7889
Mailing Address: 1488 LONG LEAF COURT
MATTHEWS NC 28104-7889
Principal Office
Office Address: 1488 LONGLEAF COURT
MATTHEWS NC 28104-7889
Mailing Address: 1488 LONGLEAF COURT
MATTHEWS NC 28104-7889
Officers/Company Officials
Title: MANAGING MEMBER
Name: JOHN BAPTIST FISICHELLO
Business Address: 1488 LONGLEAF COURT
MATTHEWS NC 28104
Title: MANAGING MEMBER
Name: MARTHA JACOBSEN FISICHELLO
Business Address: 1488 LONGLEAF COURT
MATTHEWS NC 28104
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2994
http://www.secretary.state.nc-us/corporations/Corp.aspx?Pitemld=10059164 5/13/2014

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
Regarding: Sanitary Sewer to serve Chestnut Arbor (Private)
We are sending you: Copy of letter © Plans 0 Prints n Shop Drawings
Q Other
TRANSMITTAL
Copies Date No.
5/8/14
5/5/14
5/6/14
5/6/14
5/8/14
5/5/14 I 18228
5/5/14
Description
Sewer Capacity Letter
Cover Letter
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
480.00 Check (Application Fee)
earn Classification Form
Date: 5/9/14
These are transmitted as checked below:
For approval (.1 For your use 0 As requested r For review and comments
Remarks:
Signed:
Received by: Date:

UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 50, Monr. , NC 28112
Phone: [phone] • Fax [phone]
May 8, 2014
Ms. Wanda G. Fuller
Fuller Consulting Services
3055 Winding Trail
Matthews, N.C. 28105
Re: Sewer Treatment Capacity
Private Gravity Sewer to serve Chestnut Arbor
Dear Ms. Fuller:
Union County Public Works Department can accept the additional discharge of
520 gallons per day of domestic wastewater from this project for transmission to the
Twelve Mile Wastewater Treatment Plant (NPDES permit number NC0085359) for
treatment. This allocation is intended to serve the above mentioned project.
If you have any questions please don't hesitate to call.
CPO%pwb

FULLER CONSULTING SERVICES
3o55 Winding Trait,- !Matthews, _'NC 28.1o5
(704) 845-286o Oftice l7 v4 22-6S2rr Cell
vancoca,. t l' r(a)carnf na. rr.corn,
Firm fit cnsc # T-1196 1c
May 5, 2014
ChestnutArbor — Private Sanitary Sewer
2925 Weddington Matthews Rd.
Union County
Stallings, NC
This is a 5 ac. site on the east side of Weddington Matthews Rd., SR#1344, approx.
Latitude & Longitude are N35°03"50.86", W80°43'4081"
The proposed site will consist of a 7963 sf restaurant with 173 seats and 76 bar seats
located to the rear of the lot toward the southern property line; a 5200 sf office retail
building located at the front of the site on the north side and a 4800 sf office retail
building located at the rear of the site on the northern property line.
The 5200 sf office retail building will be permitted as a private sanitary sewer permit and
will flow into a public sanitary sewer being permitted at the same time.
The restaurant and the rear office retail bldg. will be served by the public sanitary sewer
extension. The public sewer will be extended from the adjacent property, a residential
subdivsion called Chestnut Subd. from an ex. public sanitary sewer located just outside
the Strawberry Rd. right of way..
The public sanitary sewer flows into the ex. sewer permit number is WG 0019372.
The generate flow is for the private sewer permit is 520 gpd.
Construction will begin as soon as all the permits have been approved and authorization
to construct has been received.
Sincerely,
Fuller Consulting Services
Wanda G. Fuller, PE

Central Files: APS SWP
5/21/2014
Permit Number WQ0037141 Permit Tracking Slip
Program Category Status Project Type
Non -discharge • Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Version Permit Classification
1.00 Individual
Primary Reviewer Permit Contact Affiliation
michael.parker
Coastal SWRuIe
Permitted Flow
520
Facility
Facility Name
Chestnut Arbor - Mario's
Location Address
Owner
Major/Mlnor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Shops at Chestnut LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
John Fisichello
1488 Longleaf Ct
Wesley Chapel
NC 28104
Orig Issue
5/21/2014
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/12/2014 5/2112014 5/21/2014
Regulated Activities Requested/Received Events
Office
Retail
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

• FAST TRACK ENGINEERIN C ERTIFICATI N
Permittee: Shops at Chestnut, I.l.0
Project: Chestnut Arbor arlo's
Complete and subrt this form to the permit is
ing:
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 clear 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 surnmary form.
Permit modifications are required for an chart es resultin itt nancorn Hance rvitl Otis berm
rrfati ins or rnirrimurr cf i
Permit No. WQ0037141
issue Date: 5/21/2014
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
phis certification be sent in a manner that provides proof of receipt by the Division.
1, Tel`" / `��'� , the undersigned agent for the Pe.
been constructed pursuant to the applicable standards & requireme
provided applicable design/construction information to the rmittee an
maintain the wastewater collection system permitted he M M r port
PER! IITT'E'E'S CERTIFICATION
Printed Name, Titi
ENGLNEER'S CERTIFICATION
[I Partial Final
da G. Fuller, PE , as a duly registered Professional Engineer in the State of North Carolina, having
een authorized to observe ( periodically, El weekly, [1] 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 Minunum Desig-n 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, signa mdate:
reby state that this project has
ional Engineer below has
e is prepared to operate &
Date
DWR Use Only:
Flow from this project i s triutarto:
SEND THIS FO & SUPPORTING DOCUlWIENTATION
QU11RED ATTACHMENT'S TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
TY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
TRANSMITTAL
Attention: Dee Browder Date: 2/20115
Regarding: Engineer's Certification for Chestnut Arbor(Private & Public)
We are sending you: 0 Copy of letter 1 Plans 0 Prints 0 Shop Drawings
Other
Copies
2
1
Date
No.
2/5/15
2/6d"15
1
2/19/15
1
Description
Record Drawings
Engineer's Certification for Sewer (Permit 1J Q0037141)(Private
Engineer's Certification for Serwe (Permit # WQ0037140)(Public)
These are transmitted as checked below:
0 For approval For your use D As requested 0 For review and comments
Remarks:
Signed:
Received by: Date: