WQ0030201_Regional Office Historical File Pre 2018

1•is
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory John Skvar3a. Ill
Governor Secretary
March 26, 2014
Union County
Mr, Charles CYCain
500 North Main Street, Suite 500
Monroe, N.C. 28112
Subject: Permit No, WQ0030201 Modification
Deerstyne (Formerly Garrnon"s
Crossing)
Wastewater Collection System
Extension
Union County Public Works
Union County, North Carolina
Dear Mr. Q"Cain:
In accordance with your complete application received March 17, 2014,.we are forwarding Permit No.
WQ0030201, dated March 26, 2014 to Union County 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rescinded, and shall be subject to the conditions and limitations as specified therein.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 condition contained within this permit:
It shall be responsibility of the Union County Public Works to ensure that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance
with the 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 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 roust be in the form of a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714., Unless such demands are made, this permit shall be final and binding.
16.17 Mail e i sar rRaVeyrr, North Carofina �76'39_'1617
Location: L42 N. Saiisbu St Raelijil, North Ctirn6lna 27604
Phone: 919•807 630C ! FAX [phone].
interne( www ncsuraterquahty.orq
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One
NorthCarta ma
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Mr. Joe Pivas
W00036400
If you need additional information concerning this matter, please contact Ms. B. Dee Browder a
235-2203 or via e-mail at [e-mail].
for' Thomas A. Reeder, Director
Division of Water Quality
cc: John H. Ross, Eagle Engineering Inc.
Water Quality Central Piles
PERCS (electronic copy)
7
r�1

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
Union County Public Works
Union County
for the construction and operation of approximately 2,153 linear feet of 8-inch gravity sewer; and the
discharge of 9,690 gallons per day of collected domestic, wastewater into Twelve Mile Creek WWTP
exsisting sewerage system, pursuant to the application received March 17, 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.
ermit issued this the 26th day of March, 2014.
for Thomas A. Reeder, Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0030201 Modification

SUPPLEMENT PERMIT COVER SHEET
The Uni*n County Public Works 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 Twelve Mile Creek
Wastewater Treatment Facility (NPDE5 Permit No. N[O085359) prior to being discharged into the
receiving stream,
Permitting of this project does not constitute an acceptance of any part of the project that dues not
meet lSA 0C4[ 2T; the Division of Water Quality's (Division) 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 l, 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 PcrmiUee'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,
111. STANDARD CONDITIONS
l. This permit shall not be transferable. in the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permoktpe, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be apprmp,iate. 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 NCA[ 2T/ the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted Febrvaryl2, 1996asapplicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting mfPunopStations and Force Mains adopted June l' 2000 as applicable, and other
supporting materials unless specifically mentioned herein.
3. 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 Penmmttee
shall maintain compliance with on ind|vidua|system*ide collection system permit for the operation and
maintenance of these facilities asrequired byI5A NCAC 21'�0403. |fanindividual permit ionot 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. ' Nigh -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 quality 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 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 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 utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
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:
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 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.
c, Changes to the project that do not result in non-compliance with this permit, regulato-ons, 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; 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 Do -vision, 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. hIn 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: Union County
Project: Deerstyne
Permit No. WQ0030201
Issue Date: 03/26/2014
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 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 summary form. Permit
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 arid 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/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
ENGINEER'S CERTIFICATION
Date
El Partial L Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (Li periodically, El weekly, LI 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 of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL OFFICE
610 East Center Ave., 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,

-
Project
Narrative
47G5—Dpent ""'ne
The proposed projectisammddicatiomtothaprevmusk/permhtedsanitary»ewerextensiontoservethe
Deeotyne subdivision in the Town of Indian Trail, North Carolina, The proposed project is to remove
14119 LF of sanitary sewer line and one manhole due to the addition of a permanent stormwater
detention pond. Once removed, a sanitary sewer extension consisting of approximately 179 linear feet
ofsamitary sewer and three manholes will be installed (see plans). The sanitary sewer line will connect
to an existing Union County Public Works sanitary sewer system (Pennit#: VVQ0019071). Proposed
sanitary sewer is clesigned to convey 100% domestic sanitary sewer from the remaining 14 lots of the
Deerstynedeve|opment The previously approved G8lot development was returned tmthe bank, due
tothe economic downturn, and sold off inseveral parcels.
Thetmta|sanitarysewerOovvbe|n8requestedks'O,91Oend'Sam|tarysewer8mwwmspreviously
allocated with original permit VVD0030ZO1.
Permit Summary
2006Pcrmit: 2Ulots x360gpd/Uot=7,200gpd
2OO7Modified Permit: 4Olots xZ8S&od/|ot=11,4UOQud(added'for total flow uf1Q,600Qpd)
2014 Modification: '34 lots x]OSgpd/|ot= 9,690gpd (required to serve full buildnut of34 lots)
-Reduction ofpermitted flow (18,60Ogpd'q,69Ogpd=8,9lOMpdremoved)

z
0
Z
z
Z
4a. Twelve Mile Creek WWTF 4b, NC0085359
0
LL
Name of WWTF
5a. Union Count
Owner of Downstream Se
6. The origin of this wastewat
Residential Subdiv
© Apartments/Condo
0 Mobile Horne Park
El School
0 Restaurant
[j Office
5b. 8 Inch
r 'Receiving Sewer Size
is (check all that apply):
iums
USE THE "TAR KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
la, Union County
1b.
Full Legal Name (company„ rtrnicipality, HOA, utility, etc-
P, O"Cain
Application Number:
(to be completed by DWR)
gning Official Name and Title. (Please review15A NCAC 2.Ct106 La) for authorized signing o
lc, The legal entity who will own this system is:
0 Individual 0 Federal ❑ Municipality Stata
ld. 590 N. Main Street, Suite 500
Mailing Address
,..,.a....-u.�.�.-
1 f. North Carolina
State
k li, [phone]
1ha !C)4) 29fs�42mm44�
Telephone Facsimile
2„ Project (Facility) Information:
unty El Private Partnership 0 Corporation
le. Monroe
City .� _.�.�.�._� ....._
28112 _...-��......._._.
,Zip Code
ocaln rco,uninc.us
2a. Deerstyne (Formerly Gannon's Crossin )
Brief Project Name (permit will refer to this name)
3. Contact Person:
Charles PP.E.
Name and Afliation of Someone Who Can Answer Ou
3b. 704 296-4244
Phone Number
Project is 0 New
2. Owner is
2b. Union .-. .... _,..
County Where Project is
estions. About this Application
Modificataon of an existing permit
Public (skip to item B(3))
cocainco.union.nc,us
s.
Other (specify).
Gated
E-mail
If Modification, Permit No.: WO0030201
0 Private (go to Item 2(a))
2a. If private, applicant will be:
E] Retaining Ownership (i,e, store" church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. skip to item B(3))
© Selling units (lots„ townhomes etc, - go to Item B(2b))
2b. If sold„ facilities owned by a (must choose one)
0 Public Utility (Instruction ID)
0 Homeowner Assoc./Developer (instruction E)
Union County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project��
Peranit No.
Gravity 5c. WO0019071
Force Main Permit # of Downstream Sewer
[0 Retail (Stores, shopping centers)
[' Institution
Q Hospital
El Church
0 Nursing Home
0 Other (specify)':_ ........ .
Instruction F)
100 Domestic/Commercial
Industrial
(Attach „Description)
%a, Other
(Attach Description)
7, Volume of wastewater to be allocated or permitted for this particular project: -8,910 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why.
Pump Station, Outfalt or Interceptor Line where flow will he permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 155A NCAC 02T ,0303 to determine if a permit is required)
FTA 08-13 ANTIC A) RiN pace 4 off,

PIV9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7),. Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
[18,600gpd (currently permitted)] -[ 34 lots x 285gpd/tot (9,690gpd required for total lot buildout)] = [8,910 gpd (to be
removed from pernnit)]
10 Surnmary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
New Gravity or Additional
Force Main
-1017 LF (removed/will not be built) t /
8 inch 3,170 LF (previously permitted) Gravity
1-= 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
C.)
Longitude: Latitude:
Design Flow
Operational Point Power Reliability Option
(MGD)
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
0
z
2
uJ
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator wJATS; 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 an ther treatment
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 Permittin of Pum Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and :15A Ct2jpter a 2T as applicable?
Yes El 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
PTA 08-13 APPLICATION Page 5 (46

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Cer1ification? D Yes D No P N/A
Sedimentation and Erosion Control Plan? I4 Yes E] No
Trout Buffer Waiver?
ID N/A
Ei Yes El No N/A
Stormwater? Yes Ej No El 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: El arid provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Charles P. 0°Cain, P.E., attest that this application for Deerstyne has beery reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and that
if all required supporting documentation and attachments are not included„ this application package is subject to being
returned as incomplete, Note: In accordance with North Carolina General Statutes 143-215,6A and 143-215,66, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor, ich may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
v' n,
Sig'ling 0 al Signature Date
z
0
I— 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
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
1, John H. Ross, P.E. ,attest that this application for Deerst he has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Critena 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 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with
NC General Statutes 743-215,60 and 143-215,6B, any person who knowingly makes any false statement, representation,
or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
2a. John H. Ross, P.E.
Professional Engineer Name
2b. Eagle Engineering Inc,
Engineering Firm
2c. 2013A Van Buren Ave,
Mailing Address
2d, Indian Trail
City
2g. [phone] 2h. [phone]
Telephone Facsimile
2e. NC 2f. 28079
State Zip
2i. imurphyteagleonline,net
E-mail
NC PE Seal, Signature & Date
FTA 08"-l3 APPLICATION Page 6 ()I'

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: Deerstyne (Formerly Garmon's Crossing)
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.
I. 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 1.4810
e. WWTP facility's actual avg. flow 3.26
f. Total flow for this specific request -0.0089
g. Total actual and obligated flows to the facility 4.7321
h. Percent of permitted flow used 78.87
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 / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
N/A
v
* 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 (pf) not less than 2.5.
*** 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 < O.
Page 1} ofX 3
FTSE 08-13

III. Cer
cation Statement:
I Charles P. ©'Cain certify to the best of my 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 I and 11
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing O cial Signature
w
Page 2 of,( 3
FTSE 08-1.3

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 2
FTSE 08-13

FOR SEWER SYSTEMS
Location
ID Na of Waterbodi
Pdee MiflC
2
Coun
River
Basin
erbody Stream
Index No.
143844
Waterbody
Classification
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary jofris.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I 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 ***
WSCAS 08- 3
Page

UNITED STATES
I;,PARTMENT OF THE INTERIOR
,EOLOGICAL SURVEY
2013 Van Buren Ave.
Indian Trail, NC 28079
[phone]
www.eagle©nline.net
MATTHEW QLIA.©RANGLE
NORTH CAROLINA
MINUTE SERIES (TOPOGRAP IIC
, EX. 8" SANITARY SEWER =
(V+IQ 0019071)
PROPOSED SANITARY
SEWER CONNECTION
USGS SITE MAP
SCALE 1"=206O°
JOB NAME: SANITARY SEWER TO SERVE DEERSTYNE SUB©IVISIO
CLIENT, BONTERRA BUILDERS LOCATION: US HWY 74
JOB NUMBER: 4765
RN©IAN TRAIL, NC

Central Files: APS SWP _
3/13/2014
Permit Number WQ0030201 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dee.browder
Coastal SWRu1e
Permitted Flow
7,200
Facility
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
Facility Name MajorlMlnor Region
Garmon's Crossing Minor Central
Location Address County
Unknown
Facility Contact Affiliation
Owner
Owner Name
Union County Public Works
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
5/6/2006
App Received
11/15/2007
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective Expiration
11/16/2007 11/16/2007
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

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: Ms, Dee Browder
Regarding: Sanitary Sewer to serve Deerstyne - Formerly Garen"
We are sending you: n Copy of letter F Plans
Other
Date
2/18/14
2/18/14
No.
Description
Cover Letter
Fast Track Application
TRANSMITTAL
j Prints
Date: 2/19/14
g (Modification)
EJ Shop Drawings
Copy of Fast Track Application
2/18/14 Flow Tracking Form
2/3/14 26356 $480.00 Check (Application Fee)
2/3/14 Stream Classification Form
These are transmitted as checked below:
For approval D For your use
Remarks:
Signed:
Received by:
As requested (- For review and comments
Date:

Fast Truck Engineering Certification
Permit No, W0,0030201
May 5, 2006
mpletr.:s and sub rnit tt € fora'? to the permit is regional office with the following
One copy of the project record drawings (plan & prof views of sewer lines). of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes td the project should be clearly identified on the record drawings or in written summary form. Perri it
modifications are required for any changes resultin non-compliance with th s permit, re gulations or
rinlnium design criteria.
Thus project shall not be considered ce rnplete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial
I, A- Ti a duly registered Profess'sooru al Engineer in the State of North Carolina, having
been authorized to observe i per'iodi'caily, LI! weekly, El full time;) the construction of Garmon`s Crossing, a
Union County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was
used on the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2H .0200, the Division of Water Quality's (Division) Gravity Sewer Minimurn
Design Criteria adopted February 12t996 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 E
seal, signature, and date
LJ Final
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
The Perrnittee is responsible for tracking all pariilal certifications
wastewater flow made tributary to the wastewater collection sys
Engineer's Certification shall be considered a violation of the pe
enforcement actions.
p
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
until a final certification is received. Any,
extension prior to completion of this
and shall subject the Perrnittee to appropriate

UNION COUNTY PUBLIC WORKS
500 N Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment & Natural Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Attention: Dee Browder
Regarding: Engineer's Certification for Deerstyne (partial)
We are sending you: 0 Copy of letter 0 Plans
Other
No.
I Description
Record Drawings
Engineer's Certification for Sewer (Permit WQ0030201)
TRANSMITTAL
Date: 12/'l0/07
Prints C Shop Drawings
These are transmitted as checked below:
E For approval For your use l As requested —1For review and comments
Remarks:
Signed)
Received by: Date:
NC DENR
D" Surface.
0
c on

UNION COUNTY PUBLIC WORKS
Christie L. Putnam, P.E., Director
July 17, 2006
NCDWQ
512 N. Salisbury St.
Raleigh, NC 27604
Attn: Marie Dolovic
Re; Forest Park Subdivision,215 Meadowbrook Dr.(WQ0030260)
Town of Stallings permit #WQ00001160 (Receiving line, pump station & F.M.)
Dear Ms. Doklovic;
Find enclosed a change of ownership Form PNOCF-S, as requested for the above
mentioned permit to transfer ownership to Union Co. Currently there are Approximately
517 homes on the gray water system and 100% of these have septic tanks for solids
removal. The ultimate discharge of this system (F.M.) is Manhole #117 of contract #4,
South Fork Interceptor, Crooked Creek Wastewater Facility as permitted under
WQ0001158.
If you have any additional questions, please feel to call me @ [phone].
cc: UCH / OWDt iZ
Sincerely
harles P. O'Cain P.E.
Deputy Director
et.'• ^31�1tetildt��
RESOU `CE'9
LS'VILLE REGIONAL 'OFFICE
:t= RECEIVED
JUL . 209r:
aTITSECTIOB
400 North Church St. • Monroe, North Carolina 28112-4804 • Phone: [phone] • Fax: [phone]

FAST TRACK IAGINEERING CER"fiFK2A"TION
Permittee: Union County Permit No. WQ0030201
Issue Date: 03/26/2014
Project: Deerstyne
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
coliection 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 summary form, Permit
modifications arej aired for n changes resulting in non-compliance with this penni( regulations or
odifications 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
he t in a ner that 0\ !sQ!o9tofieCePt by the Division.
PERMIITEES CERTIFICATION
undersigned agent for the Permittee, hereby state that this project has
been canstructed pursuantthe 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 h rein or portion 1 ereof,
Printed Name, 'Title Signature Date
ENGINEER'S CERTIFICATION
[T1 Partial Final
I, -j as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (X periodically, weekly, L1 full time) the construction of the subject project
for the Pen-nittee 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 of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable: the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL. OFFICE
610 East Center Ave., Suite 301
Mooresville, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
\,vastewater 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,

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natu
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention: Dee Browder
Regarding: Engineer's Certification for Deerstyne
Resources
TRANSMITTAL
Date: 9/2/14
We are sending you: 0 Copy of letter Plans 0 Prints 0 Shop Drawings
Q Other
Description
Record Drawings
Engineer's Certification for Sewer (Permit
These are transmitted as checked below:
For approval For your use I I As requested 1 For review and comments
Remarks:
Signed:
Received by: Date: