WQ0038242_Regional Office Historical File Pre 2018 (2)

Water Rec s
ENVIRONMENTAL d``4.u;Yt„ITY
Ms, Crystal Panico, New Develo
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
AT MCCRORY
kwe mar
DONALD R. VAN DER VAART
Ll'G a.,
S. JAY ZIMMERMAN
January 19, 2016
ent Program Manager
Subject Permit No. WQ0038242
Union County Public Works
Grace Meadows
Wastewater Collection System Extension Permit
Union County
In accordance with your application received January 11, 2016, we are forwarding herewith Permit No.
WQ0038242 dated January 19, 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 II.I: 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 §143-215,6A 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 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 Regional O135c
i Hater Resee t `ater ti8
er Avenue, Suite 301 1 Mooresvil
704 663 1699
1 Regional Operations
l forth Carolina 28115

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: Matthew L. Mobley, P.E. (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
!n 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 2,959 linear feet of 8-inch gravity sewer, a 0.0111
million gallon per day pump station with operational point of 47 gallons per minute, with permanent
generator and automatic transfer switch, and 4,540 linear feet of 3-inch force main to serve 39 lots as
part of the Grace Meadows project, and the discharge of 11,115 gallons per day of collected domestic
wastewater into the Union County Public Works existing sewerage system, pursuant to the application
received January 11, 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: WQ0038242
Permit Issued: January 19, 2016
Page 3of8

�8K���U������lF���������������������
.���" v *.x�o�vw~u�w o�� PERMIT �����v_x� ~vnvu."_x
Union County Public Works is hereby authorized to�:
Construct, and then operate upon certificationthe aforementioned wastewater collection extension, The
sewage and wastewater collected bvthis system shall be treated inthe Union County Public Works Twelve
Mile Creek Wastewater Treatment Plant in accordance with Permit Number NCO085359.
Permitting mfthis projectdoosnotcnnsdtuteanacceptanceofanypartofH`e project that does not meet
154 NCA[ 2l; 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, 200,0, 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. |tshall be the Permittee^sresponsibility tqensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
1. SPECIAL CONDITIONS
1. Nmflow inexcess ofthe quantity permitted herein, 11,115GPD,shall bemade tributary tothe subject
sewer system until an application for permit modification for an increase in flow has been submitted
toand approved bythe Division. [15ANCACQZT.8304(b)]
11. STANDARD CONDITIONS
1. This permit is not transferable, In the event there is desire for the wastewater collection facilities
to change ownership, or there is name change of the Pennhtee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall be considered
merits and may ormay not be approved. [15A NQ\C 02T.0104, G.S 143-215^1(fl)]
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's Gravity Sewer KAhoimnurn
Design Criteria adopted February 12^ 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting ofPump Stations and Force Mains adopted June 2,2O{X} asapplicable; and
other supporting materials unless specifically mentioned herein, [15A NCAC 02T.01101
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 .01101
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 isnot required, the following performance criteria shall bemet: [15AN[A[O2T.Ol08(b)]:
,Page 4 of 8

I
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
• General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
J.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. 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 5of8

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. [G.S. 143-215,1C(a1)]
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)]
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:
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 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.
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.
Page 6of8

r
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. [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 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 Ge.nerai 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 7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
Union County Public Works
WKQ8038242
Grace Meadows
January l9,3026
This projectshaH not, be considered complete nor allowed to ppeno*c 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 1ocompletion
of this Certification shall he considered a violation of the permit and shall subject the Peronbtee to
appropriate enforcement actions. The permn|ttee 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 CERTIFICATION
Lthe undersigned aQentfprthePennittee,he,ebystaUsthat this projecthasbeenoznstructed pursuant
tothe applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information tothe Permittea, and the Pernuitteeisprepared tooperate @maintain
the wastewater collection system permitted herein mrportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
|, _, ___ °asaduly registered Professional r,ntbe State ofNorth Carolina,
having been authorized to observe (0 periodically, [—] weekly, hu|\ 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 cane 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; ISA N[A[8IT; the
Division of Water Resources' (Division) Gravity Sewer K8inirnwmo Design Criteria adopted February 12,
1g96,asapplicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1,2[00,asapplicable; and other supporting materials,
North Carolina Professional Engineer`s Seal w/signature &date:
Final [:] Partial (include n)
Cerd0catonCommn,mnts/QuaUYiery if necessary):
uw"ofwuirthcarohna(su~mmentalQuality | Water nesp°"e-%|Watcrm�a ^^gi"na/»n"ati°r
Mooresville Regional Crff� 610 East Center Avenue, Suite 301 1 Mooresville, North CwnLbia 29115

DE51GN
RESOURCE
GROUP
N.:.;i13);ENRIE)ViR:
December 11, 2015
NCDENR — Division of Water Resources
Mooresville Regional Office
610 East Center Ave, Suite 301
Mooresville, NC 28115
RE- Grace Meadows (409-008)
Sewer Project Narrative
Please find enclosed the Fast Track Application Package for a gravity sewer extension
to serve the referenced project. This sewer extension will serve Grace Meadows
Subdivision, a proposed 39-lot subdivision in Union County, North Carolina, The sewer
system, which is comprised of a gravity collection system, and a Pump Station with
Force main, will be owned and operated by Union County Public Works. Union County
Public works will also accept and treat the wastewater discharge generated by the
proposed subdivision.
Sincerely,
/
Marc R. Van Dine, PLS, PE
Associate
Design Resource Group, PA (C-2165)
2459 Wkinson Boulevara, Sute 2,00
Criarlotze, NC 28208
043410608
www.,orcifp,cr)ry,

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 Grace Meadows
TRANSMITTAL
L rift N WR
W (IR S
N1 0 0 R S L. '. If! rf: NA If Off P Riff E
Date: 1/7/16
We are sending you: El Copy of letter 0 Plans 0 Prints 0 Shop Drawings
1:51 Other
Copies Date
2/ 1/15
1 1/6/16
1/6/16
1
1/6/16
0/22/15
No. Description
over Letter
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
00 85 480.00 Check (Application Fee
12
Stream Classification Form
These are transmitted as checked below:
E For approval n For your use As requested T For review and comments
Remarks:
Signed:
Received by:
Date:

z
0
0
Z
0
z
0
ll
USE tHE TAa KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
la, Union County Public Works
1b,
Application Number:
(to be completed by DWR)
Full Legal Name (company,, municipality, HOA, utility, etc.)
Crystal Panico, PE, New Development Program Manager
Signing Official Name and Title (Please review 15A NCAC 2Te,61 Q6±bj fo
authorized signing officials)
lc The legal entity who will own this system is:
�❑ lndividuai ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership © Corporation ❑ ffiei,
ld. 500 N. Main Street.. Suite 400
Mailing Address
1 f. North Carolina
State
1 h. (704J 296-4239
Telephone
2. Project (Facility) information:
2a, Grace Meadows _
Brief Project Name (permit wilt refe
3 Contact Person:
3a, Crystal Panico, PE
i t [phone]
Facsimile
o this name'
1 e. Monroe
City
1 g. 28112 __...
Zip Code
[e-mail]
E-mail
2b Union__
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, [phone]
Phone Number
1. Project iNew
2. Owner is ® Public (skip to Item B(3))
odification (of an existing permi
3c crystal,panico unioncountync.gov
E-mail
odification, Permit No
❑ Private (go to Item 2(a))
2a If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item 8(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Union Count Public Works
2b. If sold" facilities owned by a (must choose one)
0 Public Utility (Instruction ©)
Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Twelyemite Wastewater Treatment Plant 4b. NC0085359
Name of WWTF WWTF Permit No.
Union County Public Works 5b. 8"" Gravity 5c. WQ0037218
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruc
Z 6. The origin of this wastewater is (check all that apply)'
Residential Subdivision 0 Retail (Stores, shopping centers)
2 0 Apartments/Condominiums 0 Institution
CC ❑ Mobile Home Park ❑ Hospital
W 0 School i❑ Church
0. 0 Restaurant ❑ Nursing Home
El Office ID Other (specify):'A Other
CO (Attach Descriotion)
7. Volume of wastewater to be allocated or permitted for this particular project: 't 1,'t 15 gallons per day
*Do not include future flows or previously permitted allocations
n F)
100 % Domestic/Commercial
% Industrial
(Attach Description)
if the permitted flow is zero„ indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 1,5A NCAC 02T .Q3Q3 to determine if a permit is required)
FTA 1a-14APPLICAT tt N Page 4 '6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for!
the value in Item 6(7) ANDIOR the design flow for line or pump station sung if a reduced or zero flow is being requested in
Item 6(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),
95 GPD/Bedroom X 3 Bedrooms per Lot X 39 Lots = 11,115 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessa
Size (inches)
8"
3"
Length (feet)
2„959
44,540
New Gravity or Additional
Force Main
New Gravity
New Force Main
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets a necessary)
0 Pump Station Location ID: Pump Station (self chosen - as shown on plans/map for reference)
0
Longitude: VS0° 42' 14 79" Latitude: N35' 01' 10 82"
z
0
Design Flow Operational Point Power Reliability Option
(MGD) GPM ITDH 1 - permanent generator MATS; Force Main Size Force Main Length
2 2 - portable generator wIMTS
0 0.0111 47 75,3 1 34,540
LL
Pump Station Location ID: (seif chosen - as shown on plan for reference)
Longitude:
Latitude:
Design Flow pperational Point Power Reliability Option
(MGD) GPM tnal P 1 permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator wfMTS
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
o Yes No If Yes, permit number of 2'd treatment facility
(RO — if "yes" to 8„12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria for the Permittitl9 pf Pump Station and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 1>A NCAC Chapter 2T as applicable?
Yes D No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-141 application and supporting
documents for review. Approval of the request Is required prior to submittal of the Fast Track Application and
supporting documents.
HA 10-14 APPLICATION
Page 5 of 6

4. Havethe following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El] Yes No
N/A Sedimentation and Erosion Control Plan? Ye s El No El NA
Trout Buffer Waiver?
0 Yes El No NIA
Stormwater? Yes 0 No 0 N/A
15 Does this project include any high priority lines (15A NCAC OZT 0402kZ)) 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 Panic°, PE , attest that this application for Grace Meadows has been
reviewed by me and is accurate and complete to the best of my knowledge, 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 J58,, 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
1 a.
Signing ffjciaI Snature
y("//) (ie
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I I AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(.1) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
0
2. Professional Engineer's Certification. (Signature of Design Engineer and Project Name)
Matthew L. Mobley, PE ,attest that this application for Grace Meadows ,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 pmfessionals may have developed certain portions of this submittal package, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.5A and 143-215,6a 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 Matihew L. Mobley, PE
Professional Engineer Name
2b. Design Resource Group (Firm License # C-2165)
Engineering Firm
2c. 2459 Wilkinson Boulevard, Suite 200
Mailing Address
2d. Charlotte 2e. NC 2f, 28208
City State Zip
2g. [phone] 2h. [phone] 2i. matthe @drgrp.com
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FTA 10-14 APPLICATION
Page 6 of 6

14 ¢7,SR
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design resource group
• lancJ cape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
d�t5g w+ti,.in$011 bG ieua.rei, xcnrte P OO
rhiulotte, nc 26208
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DAWN BY
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Street View Map
August ly. 2015
REVISIONS
yright l'-*dtt t7reS
ly for the use
R414 reef.; This pion or drawing and any accompanying
the rec`tpien
ed. No third party use or modification le p
sr calculations are the property of Design Resource Group. PA: and ore intended
hout writ#en authorization.

42 `30'
SCALE 1:24 000
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METERS
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MA EWS, NC
2013
design resource group
•
• landscape ar Mtecttsre
• civil engirueermg
• urban demgm
• tang plannung
• sI'af'ftc enginneramg
transportation planning
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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: Grace Meadows
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 1.7474
e. WWTP facility's actual avg. flow 4.02
f. Total flow for this specific request 0.0111
g. Total actual and obligated flows to the facility 5.7785
h. Percent of permitted flow used 96.31
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
N/A
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm / pt),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity* * *
* 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 of4'3
FTSE 08-13

III. Certification Statement:
I Crystal O. Panico 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 II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
c1il;/ z+ �7
Signin� Offic' fir`` Signature
ea/ ee
ate
Page 2 of 3
FTSE 08-13

ply
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

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources
Watershed Classification Attachment (''WSCAS O1-15)
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, theft county coverage, and contact information can be obtained
from. htt I/pprta ncdfTre©rg[vueb, wq/hornejra
Location ID Name of Waterbodyl
West Fork Twelvemile Creek
River
Basin
Catawba
Waterbody
Index No.
11-138-1
Waterbody
Classification
C
If unnamed, indicate 'unnamed tributary to X", where X is'the named waterbody to which the unnamed tributary joins
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief
PE Seal, Signature and Date

Permit Number
•
Central Files: APS — SWP _
1/19/2016
WQ0038242 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
11,115
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Grace Meadows
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Union County Government - County
Owner Affiliation
Cindy Coto
Dates/Events
500 N Main St
Monroe
NC 28112
Orig Issue
1/14/2016
App Received Draft Initiated
1/11/2016
Regulated Activities
Scheduled
Issuance Public Notice Issue Effective Expiration
1/19/2016 1/1912016
Subdivision
Wastewater collection
Outfall
Requested /Received Events
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin