WQ0037375_Regional Office Historical File Pre 2018

NCDENR
North Carona Department of Environment and Natural Resourc
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COMM Ilia
Pat McCrory John E Skvarla, Ill
Governor Secretary
September 30, 20 t 4
Mr, Charles P. O'Cain, PE
Union .County Public Works
500 North Main Street, Suite 500
Monroe, N.C. 28112
Subject
,Permit No. 'WQ0037375
Wyndmoor Subdivision
Wastewater Collection System Extension
Union County
Dear :Mr. O'Cain:
In accordance with your application received on September 25, 201.4, we are forwarding herewith to
Permit No, WQ0037375, dated September 30, 2014, to the Union. County Public Works for the
construction and operation of the subject wastewater collection system extension. 'fins permit shall be
effective from the date of issuance until rescind.ed, and shall be subject to the conditions and limitations as
specified therein. 'Fhis cover letter and supplement shall be considered a part of this pemnt and are
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11,4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with ISA, NCA.0 2T .0403 or any individual system -wide collection system
permit issued to the Permittee,
It shall be responsibility of the Union County Public Works to ensure that the as -constructed project
meets the appropriate design criteria and rules, Failure to comply may result in penalties, in accordance
with North Carolina General Statute § 1 43-2 1 5 ,6A through 143-21 D6C.construction of additional or
replacement wastewater collection facilities, and or referral of the North Carolina -licensed Professional
Engineer to the licensing hoard,
If any parts, requirements,. or limitations containedin this permit are unacceptable, you have the rightto
request an adjudicator), hearing upon written request within 30 days following receipt of this permit, This
request must be in the form of a written petition, con -forming to Chapter 1.50B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-67 14. Unless such demands are made, this permit shall be final and binding.
g onal Office, 010 East Center Avenue,, Mooresville, North Clrolina 28'155
Phone: [phone]E99\ li5inel WWW crnr,g
An Efwal Opponuroty Affirmaknie Act on, nrnInk;),,en - Male in parl (e.nOed mer

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NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Union County Public Works
Union County
for the construction and operation of approximately 1,040 linear feet of 8-inch gravity sewer for the
Wyndmoor Subdivision project and the discharge of 2,280 gallons per day of collected domestic
wastewater into the McAlpine Creek Treatment Facility existing sewerage system, pursuant to the
application received September 25, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
it issued this 30th day of September, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037375

SUPPLEMENT TO PERT C(► w'ER ► EET
Union County Public Works is hereby authorir
C:aatzstru.ct, and then operate upon certification the aforementioned wastewater collection extension.
sewage and wastewater collected by this system shall be treated in the McAlpine Creek Wa_stewatei
Treatment Facility (NC0024970) prior to being discharged into the receiving stream.
I errrtittiaag of this project does not constitute an acceptance of any part of the pro ect that does not meet
15A NCAC 2, ; the Division's Gravity Sewer Minimum Design Criteria adopted i ebruary 12, IggCi, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of f tamp Stations
and Force Mains adopted June is 2000, as applicable, unless specifically° mentioned. herein Division
apiproval 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 operati
SPECIAL CON DITIONS
ingent upon compliance with the firllovyitag Condi
No flow in excess of the quantity permitted herein, 2,280 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division of Water Resources.
STANI)AON I l'I)NS
This permit is not tr'•anst'erabfe. in the event there is a desire fcrr the wastewater collection facilities
to change ownership, or there is a. name change of the Perrnitttee, 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 he considered on its
merits and may or may not be approved.
This permit shall become voidable unless the wastewater coilection facilities are cc n.structed in.
accordance with the conditions of this permit; 15A 'NCAC 2T' the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1.9:9t6, its 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.
This permit ,shall be effective only with respect to the nature and volute of
application and other supporting data.
as
in the
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Pernaittee shall :maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403.. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
Iand or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 C.
h. A Grease Control Program is in place as follows:
J•
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 Iegal 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.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number 704 663 -1699, as soon as possible, but in no case more than 24
hours or on the next working day, following the occurrence or first knowledge of the occurrence of
either of the following:

Any process unit failure, due to known or unknown reasons, that renders the faci
incapable of a.devluate wastewater transport, such as mechanical or electrical failures
pumps, line blockage or breakage, etc., or
1. Any SSO andlor spill over 1,000 gallons; or
c. Any SSO and/or spilt, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the. initial
-eport. Overflows and spills occurring outside normal business (lours may a sr he reporter(l tr
n cif Emergency .Management at telephone number [phone] or ( ll;`) 733-3 300
g any of the above occurrences shall file a spill report by completing and submitting
Part I of 1 orm CS-SSO (or the most: current Division. approved 'form) within five clays following. first
knowledge cif the occurrence, This report must outline the actions taken or proposed to be taken to
ensure that t:he. problem does not. recur. Part II of Form (.'S SSf) (or the most current Division
approved form) can also be completed to show t:laat the SSO was beyond control.
6.. Construction of the gravity sewers, pump static its, and force ntrtins shall he schc dt,rle d sc) as not to
interrupt service by the existing utilities nor result in an overt ow or bypass discharge caf vvastevater
to the surface waters of the Stater
Per 1.?A .'CAC 21 011.fi, upon completion caf'ciartstrueticrn and prior try 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. an the form- A complete certification
is one where the forrn is fully executed and the supporting documents are provided as applicable.
Arty wastewater flow made tributary to the wastewater collection system extension prior to
cv rnplet:ion 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
vv°ith the applicable Count)<<°'s Register of Deeds office shall be su.hmitted with the certific..ation.
A complete certification is carte wkhere the form is fully executed a.ncl the supporting documents are
provided as applicable. Supporting documentation shall include the fu
;)ne copy of the project construction record drawings (plan & profile Hews of sewer lines ,,
force mains) of the wastewater collection system extension. Final record drawings should he
clear on the plans or on digital media (CD or DVI) 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 pump station design calculations (selected pumps, system curve,
operating point, buoyancy calculations, available storage if portable generator(s) or storage
greater than longest. past three year outage reliability option selected) for any pump stations
permitted as part of this project.
Changes to the project that do not result i.1 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 wFrittc n summary fdnn..

Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its
own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities.
9. Failure to abide by the conditions and Iimitations 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.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state and
federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.
12. The Permittee is responsible for tracking all partial certifications up until a final certification is
received. Any wastewater flow made tributary to the wastewater collection system extension prior to
completion of this Engineer's Certification shall be considered a violation of the permit and shall
subject the Permittee to appropriate enforcement actions.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Union County Public Works Permit No. WQ003737
Project: Wyndmoor Subdivision - Union County issue Date: 9/30120't4
Complete and submit i t farm to the permit issuing regional office with the following:
One copy of' the project record drawvings (plan &, profile views and detail drawings of sewer lines) of the
wastewater collection system extension, Final record drawings should be dear on the plans or on digital
media (CD or DVD disk) in pdf format, Record drawings should indicate the design and the marked up
changes during construction,
Supporting design calculations (selected pu
generator(s) or storage greater than longest
stations permitted as part of this project
Changes to the project should he clearly
Permit modifcations are required for
regulations or minimum design criteria.
ps, sytiter
ast three
urve, operating point, available storage if portable
tr outage reliability option selected) for any pump
entified on the record drawings or in. written summary form.
av changes resulting _in non-compliance with this pernn,it,
:odifrca;tions should be submitted, prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has receive. this
Engineer's Certification and all required supporting documentation. Therefore, it is highly recommended that
this certification be sent in a manner that provides proof of receipt b the Division.
PERMITTEE'S CERTIFICATION
I,, the undersigned agent for the Pennittec, 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 Perrnittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENG1!dI?L R'S CI R1I It
�j Partial
as a duly registe
having been authorized to observe ([ periodically,
project for the Permittee hereby state that, to the best
I Final
-ed Professional Engineer in the State of North Carolina,
weekly, full time) the construction of the subject
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; 1>A NCAC 03.T; 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 .tune 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THiS FORM & SUPPORTIN(: DOCUMENTATION
WITH REWIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER ()Ili 1 LITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115

MINIM
USE THE TA s: KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DWR)
Owner/Permittee:
a Union County Public Works
Full Legal Name (company, municipality, HOA, ut
le Manager b. Charles P. ©'Corn, PE, Devel�rr�ent Prdgram
Signing Official Name and Title (Please review 15A NCAC 2T .t1 R CI6(b'i r authorized gning officials)
lc. The legal entity who will own this system is:
❑ Individual © Federal 0 Municipality State/County'1 Private Partnership ❑ Corporation 0 Other (specify):
0 ld. 500 N. Main Street, Suite 500
LL Mailing Address
lf. NC
State
1 h. 704-296-4244
Telephone
0
704-296-4232
Facsimile
2 Project (Facility) Information:
2a, Wyncfmoor Subdivision_
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Charles P. O'Cain, PE
Name and Affiliation of''Someone Who Can Answer Questions About this Application
le. Monroe
City
1g, 28112
Zip Code
1j. [e-mail],us
E-mail ...�m�...
2b. Union
County Where Project is Located
3b 704-296-4244
Phone Number
Project is
Owner is
3c ain co.union,nc.us
E-mail
New ❑ Modification (of an existing permit) If Modification, Permit No.:
Item 2(a))
2b. If sold, facmiities
Public (skip to
2a. If private, applicant will be.
❑ Private (g
Retaining Ownership (i.e, store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc, - go to Item B'(2b))
d by a (must choose one)
❑ Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
Charlotte MecklenburaUtilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a McAlpine Creek
Name of WWTF
Union County Public Works '5b.
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
Residential Subdivision
❑ Apartments/Condominiums
El Mobile Home Park
School
❑ Restaurant.
❑ Office
:y
Force Main
4b. NC0024970
WWTF Permit No.
Q0023063
Permit # of Downstream Sewer (Instruction F
❑ Retail (Stores, shopping centers)
El Institution
❑ Hospital
El Church
Nursing Home
0 Other (specify):
Volume of wastewater to be allocated or permitted for this particular project,' 2280
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent per
0 Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected
(see15A, NCAC 02T 0303 to determine if a permit is required)
(Attach Description)
gallons per day
hat connect to this line
APPLICATION Page 4 of 6

e the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 21 ,01 I for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15A NCAC 2T „0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T ,0114 (0,
12 homes x 190 gpd/home r, 2280 gpd
10 Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
y
Size (inches) Length (feet) New Gravitor Additional
Force Main
8 1040 New Gravity
11, Summary of Pump Stations wi associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID: (self chosen - as shown on planslmap for reference)
0
Longitude: Latitude:
z
0
Design Flow Operational Point Power Reliability Option
•
(MGD) 1 permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator wIMTS
0
u-
Pump Station Location ID: hosen - as shown on p(ans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
(MGD) GPM TDH
1 - permanent generator wIATS; Force Main Size Force Main Length
il
2 - portable generator w/MTS
12 Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment f
0 Yes El No If Yes, permit number of ed treatment facility
,(RO - if "yes' to 6,12 please contact the Central Office PERCS Unit)
13- Does the sewer system comply with the Wiltnt,MDOSAirtc,-74,1teSigticKtIleEO111141titicloliNftlf,L',5t41411S100EiolOe,,WillS,
(latest version), the Gcovity Sewer .Minimum DesignLChIerip(latest version) and 15A NCAC Chapter 21 as applicable?
Yes No if No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION Page 5 of 6

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? El Yes 0 No 0 NIA
Sedimentation and Erosion Control Plan? El Yes 1p No El N/A
Trout Buffer Waiver? 0 Yes 0 No NIA
Stormwater? Yes 0 No El N/A
15, Does this project include any high priority lines (15A Ni,c,,4m: p23: 4QZ,R9 involve aerial lines, siphons, or interference
manholes)? These lines wilf be considered highpriority 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)
I, Charles P. O'Cain . attest that this application for in/yndialoor S/D has been
reviewed by me and is accurate and complete to the best of my knowledge. I understand that if guired 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 14;..3Z15,6A and 113215,6a 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 ivil penalties up to $25,000 per violation,
4.7
1 a.
Date
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXI
0.) 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)
1,Jeffre P. Schmitt ,attest that this application for Wyndmoor S/D has been
reviewed by me and is accurate, ample 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 otherprofessionals 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,-215,6A and 143-215,6t3 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, Jeffrgy_f, Schmitt_
Professional Engineer Name
2b. Kenney Design Group, PA
Engineering Firm
2c. 1316 Greenwood Cliff
ailing Address
2d. Charlotte
City
2e. NC 2f, 28204
State Zip
2g, 704-377-6099 2h. 704-377-6097 21, kenne kenne design,com
Telephone Facsimile E-mail
irsi CA
.0.*esSio
•,.
SEAL
18998
NC PE Seal, Signature & Date
FTA 08-13 APPLICATION
Page 6 of 6

Google Maps
Page 1 of 1
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hops://www.google.com/maps/@34.9873637,-80..8144669,16z?hl=en. 9/ /2014

Division of 1.Vater 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: Wyndmoor
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: McAlpine Creek
b. WWTP Facility Permit #: NC0024970
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
All flows are in MGD
0.0023
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***
Tarkill
1.168 0.467 0.152 0.0247 0.1767 0.2903
* 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 of% 3
FTSE 08-13

Cert,
rent:
l Charles P. O Cain certify to the best of m}' knowledge that the addition of
the volume of wastewater to he ped in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed, in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections 1 and 11
plus all attached planning assessment addenduins for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
r - e-r. per.
1 Signature
Date
Page 2 o
FTS

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 ofX 3
FTSE 08-13

ORM WSCAS 08-13
WATERSHED CLASS CATION ATTACHMENT
FOR SEWER SYSTEMS
t Name
Union Coo* P'ublio
Professional Engineer Name
Location
ID
" . -2Broneti
tt, PE
L
Project Name
En ineering Firm Name
ptt
PA
River Waterbody Stream
Name of illiaterlx)di Counly Basin Index No,
Union
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 I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
Waterbody
Classification
FORM: WSCAS 08-13
Page

CI
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
June 12, 2014
Mr. Peter Brown
Union County Public Works
500 North Main Street
Suite 500
Monroe, NC 28112
SUBJECT: SEWER FLOW ACCEPTANCE
WYNDMOOR
UNION COUTY PARCEL# 06-228-004G, 06-228-010,-010A
C-MU TRACKING# 600-14-566
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 2,280 gallons per
day (12 single-family lots x 190 gpd/lot) from this project for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow
is based on the existing capacity of the designated publicly owned treatments works. Please see attached
FTSE form.
Due to the involvement of other agencies and continuing growth of the sewer system, the ability to
provide service for future projects cannot be guaranteed nor reserved, Connection to the Charlotte -
Mecklenburg Utility Department system is accepted on a first come, first served basis,
The applicant should understand that this letter is not authorization to construct private sewer systems, as
the appropriate local or State permits are required prior to construction. If the afaro date authorization to
construct permits am not obtained and construction has not started within one (1) year raf issuance of this
flow acceptance letter, this flow acceptance approval shall be rescinded and a new flow acceptance study
must be made, If you have any questions, you may contact me at [phone]
Sincerely,
Barbara Gross
Engineering Assis
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division •Installation & Development Services
www.cm utiltties,corn
700 North Tryon Street
Charlotte, NC 28202
Ph: 7041432-5801
Fax: [phone]

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 Wyndmoor Subdivision
We are sending you:
TRANSMITTAL
Date: 9/24/14
Copy of letter 1 Plans D Prints n Shop Drawings
Z Other
Copies Date
8/27/14
No. Description
Cover Letter
9/10/14 Fast Track Application
9/10/14 Copy of Fast Track Application
9/10/14 UCPW Flow Tracking Form
6/12/14 CMU Acceptance Flow Letter
6/4/14 CMU Tracking Form
1 9/18/14 1212 484,00 Check (Application Fee)
1
9/5/14
Stream Classification. Form
These are transmitted as checked below:
For approval C For your use As requested E For review and comments
Remarks:
Signed:
Received by: Date:

Augus14
NCDENR Fast*` ..Applied
o StIbdivi l . 'Ir ton unty
ls project co
serve12 h
16 GlIFENW
"1""' " "1°Il CAROLINA
PH:704- 71 -6099 FAX:70
EMAIL: kenneykkkenneydesigmcrx
LICENSE NO. C-1086
sists of approximately, 1040 If?1 ity sewer and 6xcanholes
es,
1' 1

A + I
Central Files: APS ,. SWP _
9/30/2014
Permit Number WQ0037375 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
michael.parker
Coastal SWRu!e
Permitted Flow
2,280
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Wyndmoor Subdivision
Location Address
Owner
Major/Minor Region
Minor Mooresville
Facility Contact Affiliation
County
Union
Owner Name Owner Type
Union County Government -County
Owner Affiliation
Mike Garbark
Dates/Events
500 N Main St
Monroe
NC 28112480
Orig Issue
9/30/2014
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/25/2014 9/30/2014 9/30/2014
Regulated Activities Requested /Received Events
Subdivision Additional information requested
Wastewater collection
Outfall
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin

I
C INCVDFMPiDWR
FAST TRACKENGINEERING CERTIFICATION
Permittee: Union County Public Works Permit No. WQ0037376
Project: Wyndmoor Subdivision — Union County vvGRo5 Issue Date: 9/30/2014
C4� L SVf L.G 9� kcCaSf� �M orFIc»
Complete and subunit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the
wastewater collection system extension. Final record drawings should be clear on the plans or on digital
media (CD or DVD disk) in pdf format. Record drawings should indicate the design and the rnarked up
changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any chances resulting in non-compliance with this ,permit,
regulations or minimmmrn design criteria. Modifications sho ;ki be,sub hied prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this
Engineer's Certification and all required supporting documentation. Therefore, it is hiably recommended that
this certification be sent in a manner that provides proof ofreceiptby the Division. ==
PERMIT ME'S CERTIFICATION
1, C/f L€S ^� 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 Pernittee, and the Permittee is prepared to operate &
uintain the wastewater collection system permitted herein or portions thereof.
ve ee. ti9 & r PR, u .t:ALI.1 m_4,4 ACC L
Printed Name, 'I
ENGINEER"S C.ER 1FIC Tto
i Partial
as a duly registered Professional I ngineer in the State of North Carolina,
g been rith+crzed to ©nerve periodically, 0 weekly, D full time) the construction of the subject
project for the Permittee hereby statsat, 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; ISA NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted. February 12,
1996,.as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's
DWR Use L7uty;
Flow from this project is tributary to:
SEND THIS FORM & SUPPORTING DOCUMENTATION
QU:UIED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115

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
Surface Water Protection
610 East Center Avenue
Suite 301
Mooresville, N,C. 28115
Attention: Ms. Dee Browder
TRANSMITTAL
RECENEO/NC, 7.NRID
MOORESVIL : ONAL OFFICE
Regarding: Engineers Certification for Sewer Extension to serve Wyndmoor
We are sending you:
Copies
Copy of letter
Other
No, Description
Date: 8/20/15
Plans D Prints 0 Shop Drawings
8/11/15 Record Drawings
8/19/15
Engineer's Certification for Sewer (Permit # W 0037375)
These are transmitted as checked below:
E For approval For your use As requested — For review and comments
Remarks:
Signed:
Received by: Date: