WQ0038053_Regional Office Historical File Pre 2018

North Carolina Department of Environmental Quality
Pat McCrory
Governor
October 5, 2015
Mr. William B. Grant, OP Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Subject: Permit No. WQ0038053
Adelaide Estates
Wastewater Collection System Extension Permit
Union County
Dear Mr. Grant:
Donald R. van derVaart
Secretary
In accordance with your application received September 28, 2015, we are forwarding herewith Permit No.
WQ0038053 dated October 5, 2015, 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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:
Condition 11.4:
This permit shall not be automatically transferable; a request must be made and
approved.
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 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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterqualitv.org
An Equal Opportunity \ Affirmative Action Employer — Made In part by recycled paper •

Union County Public Works
Permit No. WQ0038053
If you need additional inforrnation concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail],
Sincerely,
'r i. Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Matthew L. Mobley, P.E. (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEM ENT COM M ISSION
DEPARTMENT OF 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 5,025 linear feet of 8-inch gravity sewer to serve as
part of the Adelaide Estates project, and the discharge of 19,380 gallons per day of collected domestic
wastewater into the Union County existing sewerage system, pursuant to the application received
September 28, 2015, 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
conitio . an'ned therein.
¶s17,,Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038053
Permit Issued: October 5, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union 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 Union County Public Works
Twelvemile Creek Wastewater Treatment Plant in accordance with Permit Number NC0085359.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 19,380 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T,0304(b)j
II. STANDARD CONDITIONS
This permit is not transferable. !n the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3))
2, This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting :materials unless specifically mentioned herein. [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 systemwide 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)1:
Page 4 of 8

'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 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, 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)1
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 di:scharge 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:
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.
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.
Page 6 of 8

• c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [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 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 maybe 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
PERMITTEE:
PERMIT ##:
PROJECT:
ISSUE DATE:
Union County Public Works
WQUn38053
Adelaide Estates
October 5, 2015
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.
PERIWIITTEE'S CERTIFICATION
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
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe al periodically, ri weekly, 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 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 w/signature & date:
[] Final fl Partial (include description)
Certification Comments/Qualifiers
a
ach if necessary):
28115
NC DWR -- Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville„ NC
r‘ if", *. n ,lef,541rt

0
LL.
Z
z
0
NFORMATION
USE THE T*AB KEY TO MOVE FROM FIELD TO FIELD
1, OwnerlPermittee:
la Union Coun Public Works
Full Legal Name (company, municipality, HOA, utility, etc.
1b. William Grant, PE CIP Pror�ram Manar
Signing Official Name and Title (Please review 15A NCAC,2T 01Q6 (12) for authorized signing officials
Application Number:
(to be completed by DWR)
lc. The legal entity who will own this system is:
© Individual ❑ Federal 0 Municipality Z State/County © Private Partnership Li Corpora
ld. 500N. Main Street, Suite 400
Mailing Address
1f. North Carolina
State
1 h. [phone]
Telephone~
2. Project (Facility) Infortt ation:
2a. Adelaide Estates
Brief Project Name (perm(
3. Contact Person:
3a, William Grant, PE
.,�,_..... and ._,�_._��.�� .�
Name Affiliation of Someone Who Can Ans
(704) 296. 4232
Facsimile
o this na
e)
3b. (704,) 283-3651
Phone Number
R Project is ® New 0 Modifcation (of an existing permit)
le. Monroe
City
lg. 28112
Zip Code
1j. william grant e�s)unioncou ync, ov
E-mail
o nr
Ma/RESVILLE REGIONAL oFF°tee
2h, Union
County Where Project i
er Questions About this Application
�_.11iamg ant@a unionc
------ c. ws lam. ra ..._�
E-mail
ion, Permit No..
2. Owner is Public (skip to Item 8(3)) 0 Private (g
2a, if private, applicant will be;
0 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 3(2b))
3,
4a,
5a. Union Counts Public' Arks 5b. ( Gravity 5c. WQ0019691
Ownerof Downstream sewerReceiving a Permit # .` ___ __._._.,,._.._.. W.�..�.,......_ ....w_ ... _...._.0
r Sewer Size 0 Force Mainof Downstream Sewer (Instruction F)
6. The origin of this wastewater is (check all that apply):
2(a))
e
unLnc. m.v
�
2bn if sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
Q Homeowner Assoc /Developer (Instruction E)
Union County Public Works
Owner of Wastewater Treatment Facility ('WWTF) Treating Wastewater From This Project
4b. NC0085359
WWTF Permit No,
Twelvemile
Name of WWTF
Ill' Residential Subdivision
0 Apartments/Condominiums
a Mobile Home Park
0,] School
0 Restaurant
0 Office
O Retail (Stores, shopping centers)
• institution
O Hospital
0 Church
© Nursing Home
Other (specify)._
100 _% Domestic/C ommercial
% industrial
(Attach Description)
% Other
Volume of wastewater to allocated or_permitted for this particular project. 0
*Do not include future flows or previously permitted allocations
8, If the permitted flow is zero, indicate why.
(Attach Descnotion)
ns per day
( Pump Station, Outfall or interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
© Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A CAC 02T Q3Cl3 to determine if a permit is required)
4
PPI.,IC A'TION Page 4 of

9, 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) ANDJOR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
tem 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 68 Lots = 19,380 GPD
10. Sumrnary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8- 5,025
New Gravity or Additional
Force Main
New Gravity
z
• 11 Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z
O Pump Station Location ID: (self chosen - as shown on plans/map for reference)
0
Longitude;
Latitude:
Z
0
I— Design Flow
Operational Point Power Reliability Option
< (MGD)
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 2 - portable generator w/MTS
iX
0
LL
Pump Station Location ID: chosen - as shown on plans/map for reference)
• Longitude:
LLJ
a_ Design Flow
Operational Point Power Reliability Option
(MGD) 1 - permanent generator w/ATS; Force Main Size
ai GPM @TDH
2 - portable generator w/MTS
Latitude:
Force Main Length
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility"?
LI Yes Eg No If Yes., permit number of 2" treatment facility
(RO — if 'yes" to 8,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the MiniptiumDesign. Cititerialorittp1?ermitting,p1Eump_Stanons anctiproeptain§
(latest version), the ,Gravity_Sewar YinimulTLPesignCriteirja (latest version) and 15A NCAC Chapter 2T as applicable?
El Yes E No
If No, complete and submit the Variance/Alternative Design Request (VAPC 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,
l0-14 APPLICATION 1)t.,rge 5 of 6

14. Have thefoIlowing permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes 0 No Z N/A
Sedimentation and Erosion Control Plan? Yes 0 No N/A
Trout Buffer Waiver? D Yes 0 No N/A
Stormwater?
E Yes 0 No
0 N/A
15, Does this project include any high priority lines (15ANCAU,21_040212„)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered highs priority and must be checked once eye six months
Check if Yes: 0 and provide details:
1 Owner/Permittee's Certification (Signature of Signing Official and Project Name)
1 a
William Grant, PE , attest that this application for Adelaide Estates has been
reviewed by me and is accuratecomplete to the best of my knowledge.. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 1.4„3-215,64 and 143-21,566„ any person who knowingly makes any false statement, representation, or
certification in any apf4icajjpn shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as eV eo ' -pervio/ation,
ning Offical ,Signatur \
l•r! (11
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
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 Adelaide Estates has been
reviewedby me and is accurate, complete and consistent with the information in the e.ngineering plans, calculations, and
all other supporting documentation to the best of my knowledge, 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, 1995, and the Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division
guidance. Although other professionals may have developed certain portions of this submittal package, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design, Note.- In accordance with NC General Statutes 114:21,5_fiA, and 1,11121,550 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. Matthew L. Mobley, PE
Professional Engineer Name
2b, DesAn Resource Groilp (Firm Lic nse # C-2165)
Engineering Firm
2c. 2459 Wilkinson Boulevard, Suite 200
Mailing Address
2d Charlotte NC 2f. 28208
City State Zip
2g (7041_343-0608 2h. _L7,041358-3093 21, matthew@drgr_p com
Telephone Facsimile
NC PE Seal, Signature & Date
PTA 1 -14 APPLICATION
Page 6 of 6

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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: Adelaide Estates
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 1.7438
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
3.75
0.0194
5.5132
91.89
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
Pump
Station
(Name or
Number)
N/A
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
WWTP:
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
F low
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 (pi) 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 1of43
FTSE 08-13

I. Certification State.nr
I Williarn. Grant 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 anycapacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed, in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections 1 and I1
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow,
Page 2 o

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

©lvl Corr of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Watershed 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 h tp}7portal,ncdenr.org vwebiwa hot ,e/ro
Location ID
SITE
Name of waterbody'
River Waterbody Waterbody
Basin Index No. Classification
East Fork Twelve Creek Catawba 1 i-138-2 C
If unnamed, indicate "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 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

Date Septer-nber
211
To: NCDENR Division risio of Water Resources
Mooresville Regional Office
610 East Center Ave.q Suite 0
Mooresville, IBC 28115
From; Marc Stan Dine PUS, , PE
Re Adelaide Estates
job : 409-
project arral°e
Please firm enclosed the Fast Track Application Package for
gravity serer extension to serve the referenced project. This
serer extension will serve Adelaide Estates Subdivision, a
proposed ed lot subdivision in Union Cu t} North Carolina.
The surer system, a gravity collection n system, 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.
Ma cR,Van Dine, PEE ,PE

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 Adelaide Estates Subdivision
We are sending you: E Copy of letter D Plans —1 Prints 0, Shop Drawings
Other
TRANSMITTAL
RE,CEIV€IDINCDENR!DWR
Mix` RESVFLL.E RE 3Ka"
Copies Date
1 9/11/15
1 9/22/15
9/22/15
9/22/15
9/16/15 001166
9/11/15
Description
Cover Letter
Fast. Track Application
Copy of Fast Track Application
Flow Tracking Form
$480,00 Check (Application Fee
eam Classification Form
These are transmitted as checked below:
Date: 9/24/15
E For approval I 'For your use El As requested El For review and comments
Remarks:
Signed:
Received by: Date:

Permit Number WQ0038053
Central Files: APS _ SWP
10/5/2015
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
19,380
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Adelaide Estates
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Union
Owner Name
Union County
Dates/Events
Owner Type
Govemment - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue App Received
10/5/2015 9/28/2015
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue
Effective Expiration
10/5/2015 10/5/2015
Requested !Received Events
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class
Subbasin

Water Resources
ENVIRONMENTAL QUALITY
As built check list (reference 2T .0300)
Reviewed By: Barry Love
Review Date: 12/12/2016
Project Name: Adelaide Estates
WQ#: WQ0038053
County: Union
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
1) As -built has been signed, sealed, and dated by an N.C. PE ® Yes ❑ No
2) Adequate information related to sewer Iines :
Note that per the 2T and MDC, there is a, minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ®Yes fl No n N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ❑ Yes ❑ No ® N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version), Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). ® Yes ❑ No ❑ N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
0 Applicant must submit TWO copies of the plans, specifications, and calculations
0 Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) ❑ Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original length of pipe — As built length I / Original length) < 10%. ® Yes ❑ No
If no application need to be modified
State of North Carolina J Environmental Quality I Water Resources J Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 J Mooresville, North Carolina 28115
704 663 I699

Water Resources
ENVIRONMENTAL GIQALTtY
December 14, 2016
Ms, Crystal Panico, New Development. Program Manager
Union County Public Works
500 N. Main. Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowledgement
Project: Adelaide Estates
Permit No. WQ0038053
Permittee: Union County Public Works
County: Union
Dear Ms. P
PAT MCCRORY
Governor
R. VAN DER VAART
sermfory
JAY ZIMMERMAN
Dire'taur
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on December 12, 2016.
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 noncompliance.
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
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Forrn PNOCF can be downloaded from
http://portal.ncdenr.orglweb/wq/swp/ps/cs/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: Mr. Marc Van Dine, P.E., (Design Resource Group, 2459 Wilkinson Boulevard, Suite 200,
Charlotte, NC 28208)
Central Files
MR0
610 E. Gen
Phone: 704-
1

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERT i1ITTEE:
PERMIT''#:
PROJECT:
ISSUE DATE:
Union County Public Works
W00038053
Adelaide Estates
October 5, 2015
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 mariner 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.
PERtITTEE`S CERTIFICATION
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
the wastewaterr��collection system permitted herein or portionskreof.
r p
Printed Name, Title
nature
ENGINEER'S CERTIFICATION
I, Marc R. Van Dine, PLS, PE , as a dul registered Professional En Jneer in the State of North
Carolina, having been authorized to observe (j periodically, ( weekly, 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 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 w/signature & date:
E Final [^ Partial (include description)
Certification Comments/Qua
er
ch if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]