WQ0038334_Regional Office Historical File Pre 2018

PAT
DONALD R. VAN DER VAART
S. JAY ZIMMERMAN
Water Resources
ENVIRONMENTAL QUALITY
March 8, 2016
Ms. Crystal Outlaw Panico, New Development Program Manager
Union County Public Works
500 N. Main Street
Monroe, NC 28112
Subject: Permit No, WQ0038334
Union County Public Works
Stallings Road Subdivision
Wastewater Collection System
Union County
Dear Ms. Panico:
ension Permit
In accordance with your application received March 3, 2016, we are forwarding herewith Permit No.
WQ0038334 dated March 8, 2016, to Union County Public Works (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
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 the responsibility of the Permittee 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 §143-21.5.6A 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 must 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,
State of North Calina r Envsronnnental Quality r Water Resources; Water Quality Regional Operations
Mooresriilc Regional Oicei 610 East Center Avenue,. Suite 301 i Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Anthony B. Cowan, P.E. (e-copy)
Regional Office irides
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

Environmental
Quality
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
Union County Public Works
Union County
for the construction and operation of approximately 2,378 linear feet of 8-inch gravity sewer, to serve 48
Tots as part of the Stallings Road Subdivision project, and the discharge of 13,680 gallons per day of
collected domestic wastewater into the Union County Public Works existing sewerage system, pursuant
to the application received March 3, 2016, 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
Environmental Quality 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.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038334
Permit Issued: March 8, 2016
Page 3 of 8

SUPPL�KU���8�������������U�F ���������
EMENT v.u~v�"^~v� v x�� PERMIT " �����o�xv SHEET
Union
County Public Works iShereby 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 Union County Crooked Creek
Wastewater Treatment Plant in accordance with Permit Number NCO069841.
Permitting ofthis projectdoes not constitute anacceptance ofany part ofthe project that does not meet
lSA 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 l,280U asapplicable, unless specifically mentioned herein. Division approval
i$based nnacceptance of the certification provided by a North Caro lina-lice nsed Professional Engineer in
the application. It shall be the Permnittem'o responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation iscontingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
SPECIAL CONDITIONS
L No flow in excess of the quantity permitted herein, I3,680 gallons per day, shall bemade tributary to
the subject sewer system until an application for permit modification for an increase in flow has been:
11,STANDARD CONDITIONS
1. 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 Pemnittee a formal permit requeu shaU be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay be appropriate. The approval mfthis request shall beconsidered mnits
merits and may ormay not beapproved, [l5ANCACO2T.O1O4;G.S143-Z1S.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 154 NCA[ 2T, the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 199G^asapplicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting ofPump Stations and Force Mains adopted June 1,2OOQ,gsapplicable; and
other supporting materials unless specifically mentioned herein, (15A NCAC 02T,0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data, [15A NCAC 02T,0110]
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: [15A NCAC 02T.0108(b)]:
Iq
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to !and 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 (1)ofthis Rule fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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, Tine
blockage or breakage, etc.; or
b. Any SSO and/ear 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. LG.S. 143-215.1C(a1)j
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. (15A NCAC 02T.0108(b)i
7. 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 applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle,, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
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.
Page 6 of 8

I
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 ihcreases 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. [15A NCAC 02T .0116] •
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC2T; 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. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. 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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
pE@NN[TJEE:
PERM[T#'
PROJECT:
ISSUE DATE:
Union County Public Works
N/QC038334
Stallings Road Subdivision
March 8,2O1O
This project shall not beconsidered complete nor allowed to operate in accordance with Condition 7of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a mannerthat documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pernittee to
appropriate enforcement actions. The Pennittee is responsible for tracking all partial certifications up
until final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless nfwhether partials have been submitted,
PERMnTEE~SCERTIF|CATuOm
|, the, undersigned agent for the Pemnbtee,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 Permi1hee, and the Penn>ttepis prepared to operate & maintain
the wastewater collection system permitted herein orportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
L . _ � _, as dulyd Professional E rin the State ofNo�hCamdlna,
having been authorized. obsen/e (FJ periodically,�l mdi�a|k/, weekly, full fuU time) the construction of the
project name and location as referenced above for the above 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 NCA[ 82T| the
Division of Water Resources' (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, 2080, as applicable; and other supporting materials.
North Carolina Professional Engineer's 5ea|w/si natune&date:
Final 0Partial (include description)
Certification Comments/Qualifiers (attachifnmcesxan/)-
xmIc of North Carolina /en"*aurn"mWQuality I Water Resources |Water Qualiryu,gi°=uOperations

z
0
0
LL
Z
z
0
z
USE THE TA 's KEY TO MOVE FROM FIELD TO FIELD
Owrner/Perrnittee:
Union County Public Works
Full Legal Name (company, municipality, HOA, utility, etc.)
Ou
Signing 0
Apfaiietion Number:
(to be completed by DWR
Pan'ico, P.E New Development Pm Manager
Name and Title (Please review 15,A NCAC 2T .0106 (b for authorized signing officials)
c, The legal entity who will own this system
0 Individual [J Federal 0 municipality State&County [1] Private Partnership E] Corporation
Id, 500 North Main Stree
Mailing Address
North Carolina
l h. 704-296-4239 1 i. 704-296
Telephone Facsimi
. Project (Fac lltv) lnforrnation:.
2a. Stallings Road Subdivision
le. Monroe
City
1g. 28112
Zip Co
ystal.panicouniooncount
E-mail
2b. Union
Brief Project Name (permit will refer to this name) County Where Project 'is Located
3, Contact. Person:
Crystal Outlaw Pant P.E
Name and Affiliation o
3b. 704-296-4239
Phone Number
odiflcation (of an e
Owner is J Public (skip to Item B(3))
Answer
ut this Application
an'
E-mail
ing permit) If Modification, Permit No.:
0 Private (go to item 2(a))
2a, If private, applicant will be:
[� Retaining Ownership (ie, store, church, single office, etc.) o
0' Leasing units (lots, townhomes, etc.- skip to item B(3))
Selling units (lots, townhomes, etc. - go to item B(2b))
Union County
Owner of Wastewater T
Crooked Creek WWTF_
Name of WWTF
a, Union C©urrty public Works r5b 8 inch,
Owner of Downstream Sewer ;Receiving Sewer Size
The origin of this wastewater is (check all that apply);
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Horne Park
0 School
0 Restaurant
0 Office
2b. If sold, facilities
wned by a (must ch
ne
0 Public Utility (Instruction D)
0 Homeowner Assoc/Developer (Instruction E)
Treating Wastewater From This Project
4bNC0069841.�.�-
WWTF Permit No,
( j Retail (Stores, shopping centers;
Institution
O Hospital
O Church
0 Nursing Home
O Other (specify):
Volume of wastewater to be allocated or permitted for this particular projec
'Do not include future flows or Previously permitted allocations
If the permitted flow is zero, indicate why:
tion F
100% Domestic/Commercial
?A) Industrial
(Attach Des ption
% Other
(Attach Descritt'on)
0 gallons per day
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 10-14 APPLICATION
Page 4 rt6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for,
the value in Item S('7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in I
Item B(7), Values other than that in 15A NCAC 2T ,4114 (b) and (c) must be supported with actual water or wastewater use)
data in accordance with 15A NCAC 2T .0114 (f),
(3 Bedroom)(95 GPD)(48 Lots) = 13,680 gpd
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
a
New Gravity or Additional
Force Main
2,378 New Gravity
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
0 Pump Station Location ID:
Longitude:
Z
0
Design Flow
(MGD)
Operational Poin
GPM TDH
(self chosen - as shown on plans/map for reference)
Latitude:
Power Reliability Option.
- permanent generator wlATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Operational Point Power Reliability Option
(MGD) GPMTDH 1 - permanent generator wWATS; Force Main Size Force Main Length
2 . portable generator wIMTS
12. Will the wastewater flow in the proposed sewer in or pump stations be able to be directe
nano
her treatment cility?
C© Yes No If Yes, permit number of 2"d treatment facility
(RO if "yes" to 8,12 please contact the Central Office PERCS Unit)
3. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and F Force Mans
(Latest version), the Gravi SS mverr Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as apppicable?
Yes fp No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
F«I,A I0-t4 APPLICA1ION Page 5 of 6

0
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? D Yes ID No I4 N/A
Sedimentation and Erosion Control Plan? Yes Ei No El N/A
Trout Buffer Waiver? LI Yes El No 1 N/A
Stormwater? Z Yes El 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 and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Crystal Outlaw Panico, PE, attest that this application for Stallings Road Subdivision has been reviewed by me
and is accurate and complete to the best of my knowledge. 1 understand that if alt required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package is
subject to being returned as incomplete, Note: In accordance with North Carolina General Statutes 143-215.6A and 143-
215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Anthony B. Cowan ,attest that this application for Stallings Road Subdivision has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. i further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed
design. Note: In accordance with NC General Statutes 143-215.6A and 143-215,68 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 $25,000 per violation,
,2a. Anthony B. Cowan
Professional Engineer Name
2b. The Isaacs Group, P.C.
Engineering Firrn
2c. 8720 Red Oak., Blvd. Ste. 420
Mailing Address
2d. Charlotte
City
2e. NC 2f. 28217
State Zip
2g, 704-227-9402 2h, 704-227-9403 2i. bcowan©isaacsgrp.com
Telephone Facsimile
E-mail
tr Fit/
AR0
Ifico
" m
S
EPi-
026462
10;
to,0°
NC PE Seal,'Signature & Date
FTA 10-14 APPLICATION Page 6 of 6

T Y ..TH CA
7`; 5 4;MINU

State of North
Department of Environment and Natural Resourc
Division of Water Resources
How Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: LT County
Project Name for which flow is being requested: Stallings Road Subdivision
More than one FTSE may he required,, r a single project
stations along the route qf the proposed °atet'„
the owner of the W!VTF i.s' not ra sponsihle for all pump
I.. Complete this section only if you are the owner of the wastewater treatment plant.
a„ WWTP Facility Name: Crooked Creek
b. WWTP Facility Permit #: NC006941
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg., flow
.f Total flow for this specific request
g. Total actual and obligated ,flows to the 1ac%1it/
h.. Percent of permitted flow used
IL Complete this section for ca.ch pump sta Lion 'oU
proposed wastewater flow. r tensible for along th
List pump stations located between the project c
ontlactt'©
rA!l flows are in GD
1.9©
'TP 0.4064
,30
0.0137
1,720I
Pump
Station
(Name or
Number)
['crrest Park
Firth
C apacity, *
MCGD
0.491
The Firm
can be achieve(
,�* Design Averag
factor (PO not le=
between the pr
*** A PJanningOp / ra
a
Po
(A)
Des:gn
Averagv Dail
Flow*
(Firm r(�
MG r"
(l)
'Ppro.t.
C urreptAV7.
Daily Fto,r
0.163
90.53
point and the rTP:
(C)
Obligated,
Not
Tributary
Daily FI©tt!
G
9 0027
Total Current
Flow Plus
Obligated
Flow
665
a Peaky,
tt
of this
(1)—(L1 )

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: Stallings Road Subdivision
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: Crooked Creek
b. WWTP Facility Permit #: NC0069841
All flows are in MGD
c. WWTP facility's permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.4064
e. WWTP facility's actual avg. flow I 1.30
f. Total flow for this specific request 0.0137
g. Total actual and obligated flows to the facility 1.7201
h. Percent of permitted flow used 90.53
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***
Forest Park 0.491 0.1964 0.1638 0.0027 0.1665 0.0299
* 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 < 0. .
Page 1 ofjg3
FTSE 08-13

Cert ticatian Statement:
1 Crystal ). Panico certify to the hest 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 low 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 II
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature ofthis form indicates acceptance of this wastewater flow.
g °' ficia' M `i nature Date
e2

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 $3
FTSE 08-13

on of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
1,Vatershed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency A list of the Division's regional offices, their county coverage, and contact information can be obtained
from http jjp©fta,V..ncdenr. arg/we yygi horne[ro
If u
n
Name of Waterbody'
NORTH FORK
Waterbody
Classification
"unnamed 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

XISAACS
_
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE. 420 73
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
Project Narrative
0
Stallings Road Subdivision
Union County, North Carolina
The project site is located in the Town of Stallings,Union County, N.C. and is an
approximate 21.55 acre parcel located on the east side of Stallings Road, northeast of
the intersection of Highway 74 and Stallings Road. The proposed development will be
constructed in one phase and consists of forty-eight (48) single family residential lots
(+/- 1/5 acre in size) with public roadways. Sewer flow to be generated by this project
is 13,680 GPD (95 gpd/bedroom x 3 bedrooms/lot x 48 Tots). The sewer collection
system within the project site will be provided by a series of 8 inch gravity lines owned
and maintained by Union County Public Works (UCPW). The proposed sewer system
will tie into existing downstream 8 inch sewer lines (Permit #WQ0001158) owned by
UCPW and will be treated at Crooked Creek WWTF (WWTF NC0069841), which is
owned by Union County.
P:Active Projects\Hopper Communities\Stallings Road Subdivision
143211Engineering\CorrespondencelApplications\NCDENR-SewerlSewer Cover Letter.doc

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 Stallings Road Subdivision
We are sending you: © Copy of letter Q Plans 0 Prints C Shop Drawings
Other
TRANSMITTAL
opies
Date
2/26/16
2/26/16
2/26/16
2/16/16 2191
2/19/16
No. Description
Cover Letter
Fast Track Application
opy of Fast Track Application
Flow Tracking Form
480.00 Check (Application Fee)
Stream Classification Form
These are transmitted as checked below:.
Date: 3116
For approval j For your use 0 As requested r] For review and comments
Remarks:
Signed:
Received by: Date:

Central Files: APS _ SVVP
3/8/2016
Permit Number WQ0038334 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRu1e
Permitted Flow
13,680
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Stallings Road Subdivision Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orlg Issue
3/8/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective
3/3/2016 3/8/2016 3/8/2016
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin

Water Resources
Environmental Quality
August 9, 2017
Crystal O. Panico, New Development Program Manager
Union County Public Works
500 North Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowledgement
Project:. Stallings Road Subdivision
Permit No, WQ0038334
Permittee: Union County Public Works
County: Union
Dear Ms. Panico:
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on August 7, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
thern immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible patty. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portaLnedenr.org/weblwq/swp/psies/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Anthony B. Cowan, P.E., (The Isaacs Group, 8720 Red Oak Boulevard, Suite 420, Charlotte,
NC 28217)
Central Files
MRO
Compre-
State of North Carolina I Environmental Qualst-y Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office I 610 'East Center Avenue, Suite .301 I Mooresville, North Carolina 28115
704-663- 1699

FAST TRACK SEWE
NEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT #: WQ0038334
PROJECT: Stallings Road Subdivision
ISSUE DATE: March 8, 2016
a" ARI,i;ENiar4 kr
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation, It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom..
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERT1FI.CAT1©N
i, 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
t e wa to ,aster collection_system permitted herein or portions thereof.
� NV',P4111:4 JiTe
444. Dealt erelipla
Printed Name, Title
gnature
ENGINE CERTIFICATION
CERTIFICATION
1, Anthony B. Cowan as a duly registered ProfessionaI En ineer to the State of North Carolina,
having been authorized to observe ( periodically, weekly, jj full time) the construction of the
project name and location as referenced above for the above 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 Resources' (Division) Gravity Sewer Minirnum 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 w/signature & date:
ZI Final El Partial (include description)
Digitally signed by
Anthony B. Cowan
Date: 2017M8.02
10:04:22-04'00'
Certification ComltaentQualifielRs (attach If necessary):
State or North Carolina I'Environmental Quality Water Resources I Water Quality tiegcma Operations
Morxesvrlte Regional Offleel 6 SO East Center Avenue„ Suite 301 1 Mooresv ik, North Carolina 281 15
704 663 1699