WQ0028606_Regional Office Historical File Pre 2018

North Carolinz
October 18, 2006
Ms, Christie Putnam, Director of Public Works
Union County Public Works
500 North Main Street
Monroe, NC 28112
Dear Ms, Putnam,
p
rtr'nent cf Envi
Vs ilham toss Jr., Secretary
rtft e5df aritl Natural Resources
Alan W, Klimek, P:Eµ. Director
Division of Water Quality
Subject: Permit No, WQ0028606 Modification
Tarkill Branch Pump Station
Union County Public Works
Union County, North Carolina
In accordance with your application received on October 5, 2006, we are forwarding herewith
Permit No, WQ0028606, dated October 18, 2006, to the Union County Public Works for the
construction and operation of the subject wastewater collection system extension, This permit shall be
effective from the date of issuance until rescinded, shall supercede original Permit No. WQ0028606
issued March 8, 2005, 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 Permit Condition 3 which 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,
This permit provides for the construction of a 20,550-foot force main segment, Due to odors and
corrosive issues that would be expected when the line is not operating at design capacity, it is
suggested that the Permittee implement a maintenance program that will address any such negative
effects,
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T, 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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, 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,
re le Regional Office 610 East Center .Ave., Suite 301 Mooresvdk, NC 28115
Internet: www.ncmwaterqual ty.org Customer Service: 1-877-62.3-6748
An Equal Opportun'ity'iAtfirmative Action Employer— 50% Recyeledilo% Post Consumer Paper
Phone: (7(34)
6
Fax: [phone]r140
One
Nc t arolina.
Arai/rally

Ms. Pulliam
Page° 2
October 18, 2006
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 for the construction and operation of approximately 20,550 linear
feet of 16-inch force main, a 764 gallon per minute pump station (with duplex pumps, on -site audible
and visual high water alarms, and a permanent generator w/ATS), as part of the of the Tarkill Branch
Pump Station project and the discharge of 0 gallons per day of collected domestic wastewater into the
Union County and Charlotte Mecklenburg Utility existing sewerage system, pursuant to the application
received October 5, 2006, and in confonrlity 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.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utility System WWTP (McAlpine Creek NPDES No, NC0024970) prior to being
discharged into the receiving stream.
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,
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699,
Sincerely,
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024970)
Matthew Roper, LandDesign
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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 of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all. times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.
I

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the 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.
5. 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.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. 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.
9. 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.
10. 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.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but 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 Part 1 of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed 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.
Permit issued this the 18th day of October, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
p. /24,
for Alan W. Klimek, ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028606 Modification
3

Fast Traci Engineering Certification
Permit No. WQ0028606 Modification
October 18, 2006
Dr. Christie Putnam
Union County Public Works
400 North Church Street
Monroe, NC 28112
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent•in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Tarkill Branch Pump Station, a
Union County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

APP ACA N for CR:AMY SEWERS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
1. Owner:
la Union County Public Works
I Full Legal Name (company, municipality, HOA, utility, etc.)
I Z
eot lb. Christie L. Putnum, PE, Director of Public Works
Nhoi
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
PACE
The legal entity who will own this system is.
El Individual El Federal Ej Municipality i4 State/County 0 Private Partnership 0 Corporation El Other (specify):
0 ld, 400 North Church Street le. Monroe
Mailing Address
City
Z
•^""* if: North Carolina 1g. 28112
Z State Zip Code
lh, 704-296-4210 li. 704-296-42 2 1j. chrpco.uruon.nc.us
Telephone Facsimile E-ma
0 2. Project (Facility) Information:
...ii 2a, Tarkill Branch Pump Station (Force Main Extension) 2b, Union
Brief Project Name (permit will refer to this name) County Where Project is Located
, Cli
< 3. Contact Person:
3a, Charles P. O'Cain, Assistant Director of Public Works
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-296-4214
._______ _ 3c, o'cain co,umon,nc.us
I Phone Number E-mail
1, Project is D New i4 Modification (of an existing permit) If Modification, Permit No., VVQ0028606
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2, Owner is Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (must choose one)
[11 Retaining Ownership (i,e, store, church, single office, etc,) or 0 Public Utility (Instruction III)
Z 0 Leasing units (lots, townhomes, etc, - skip to Item B(3)) Ej Homeowner Assoc./Developer (Instruction IV)
0 Ej Selling units (lots, townhome.s, etc - go to Item B(2b))
. 3. Charlotte-Mecklenbori Utility Department MU)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McAlpine Creek WTP
...... .......... 4b. NC0024970 '
WWTF Permit No. —,
LL. 5a. CMU I5b. 36. inch I Gravity 15c, WQ0010438
........ 1
Z ! .
Owner of Downstream Sewer ,Receiving Sewer Size ID Force Main i Permit Number of Downstream Sewer (if known)
I 0 Name of WWTF
6. The origin of this wastewater is (check all that apply):
Residential Subdivision El Car Wash
Ej Apartments/Condominiums D Institution
Ej Mobile Home Park Ej Hospital
School El Church
Ej Restaurant ED Nursing Home
0 Office 0 Other (specify);
7 , Volume of wastewater to be permitted for this particular project: 0 gallons per day
100 % Domestic/Commercial
0 % Industrial
0 % Other (specify):
8. If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected
PTA WAY; -Rv 04/05

!FRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
0 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
16
20,550
Force main
(3,8531 or existing 12" FM will
remain in service)
ENTER TOTAL LINE LENGTH IN MILES
3.89
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator wltelemetry; 4-wet well storage)
Tarkitl PIS
0.44 MGD
764_gpm @ 197'
2
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested.
for the initial flow is less than 2 feet per second. Future plans call for the addition of a
in series in the 16" force main. The force main has been sized for these future flow
both pumps at the same time shall be sufficient to reach the minimum cleansing velocity.
■ Yes 0 No If no, please
variance
The force main design velocity
second pump station to pump
conditions. In the interim, running
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - Genera! Permit or401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ N/A
® Yes • No
0 Yes • No • N/A
• Yes ❑ No 0 N/A
14. Does this project involve aerial tines or siphons? Check if yes: ■
fi se llnesj6dl.Lbesonside!'.ethiah.Priotitx.ar lluustbe_chcckertonce every sixmonn hs
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
PTA fly/(11 - Rev I14/f15

. - l'RACK APPLICATION for 'RAVITY SEWERS, PUMP STATIONS, AND FORCE PLAINS
PAGE 5
WNW
CI
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03 1
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as!
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) PR indicate the following:
ny down slope
0 A Stream Classification is not needed because all parts of the project are at least 100 Ieetawayfror
waterbody; AND,
ri A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of
map for cross-reference) Waterbody
Tarkill Force Main Twelve Mile Creek
Waterbody Stream Waterbody
County River Basin Index Classification
Union Catawba 11-138
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1, Applicant's Certification:
1, Christie L. Putnam, attest that this application for Tarkill Branch Pump Station has been reviewed by me and is
accurate and complete 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 143-215.6A and
143-215.68, any person who knowingly makes any false statement, representation„ or certification in any application
shall b ulity of a Class 2 misdemeanor which may include a fine not to exceed S10,000 as well as civil penalties up to
p r violation.
Signing Official Signature
Date
2, Professional Engineer's Certification:
I attest that this application for Tarkill Branch Pump Station 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 o
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, 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 certain portions of this submittal package
may have been developed by other professionals, 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 143-215.6,4 and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as
web as civil penalties up to $25,000 per violation.
2a. Matthew Roper_
Professional Engineer Name
2b. LandDesign
Engineering Firm
2c, 223 North Graham Street
Mailing Address
2d, Charlotte
City
2g. 704-376-7777 2h, 704-376-8235
2e NC 2f 28202
State Zip
21, [e-mail]
Telephone Facsimile
E-mail
Sea!, Signature &Date
FTA 101111. 04/0S

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CHARLOTTE
August 16, 2006
Christie Putnam
Union County Public Works
400 N. Church St.
Monroe, NC 28112-4804
Dear Christie:
I have reviewed -the request you submitted to allow for an additional connection to the Six
Mile Creek Outfall from the Tarkill Branch system in Union County. After reviewing the
agreement and discussing it internally, Charlotte Mecklenburg Utilities agrees that Union
County can proceed with the connection to the Six Mile Outfall.
As outlined in the agreement, if the daily average flow exceeds 1 mgd from Union to Six Mile
then we will need to calculate the additional capital charge for the additional capacity up to 3
mgd. As I understand it you have already been in contact with Mickey Hicks to look at what
that charge would be. Per the agreement we would also want to have one of our engineers
work with the designer of the forcemain in order to review the connection point and as we
have discussed we will need to determine the appropriate type of metering device_ for this
application.
1 will be in touch with you by phone to discuss how we should best proceed with this
connection.
Sincerely,
Barry D. Shearin, PE
Chief Engineer
CC: Doug Beari •
-
•BarryGullet
CHARLOTTE-MECKLENBURG UTILIilES
Engineering Division
5100 Brookshire Boulevard
Charlotte, NC 28216
PH: 704/399-2551

Central Files: APS SWP
10/18/06
Permit Number WQ0028606 Permit Tracking Slip
Program Category Status
Non -discharge In review
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
0
Facility
Project Type
Major modification
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Tarkill Branch Pump Station, Dutfali and Minor Mooresville
Forcemain
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Christine Putnam, Director Interim
400 N Church St
Monroe
NC 281124804
Scheduled
Orig Issue App Received Draft Initiated Issuance
03/23/05 10/18/06
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
School
Subdivision
Wastewater collection
Outfall NULL
Additional Information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
July 13, 2006
Union County Public Works
400 North Church Street
Monroe, North Carolina 28112-4804
SUBJECT: Tarkill Branch Pump Station, Force Main and Trunk Sewer
Permit No. WQ0028606
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on July 7, 2006. 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. 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 a copy, please contact your consultant immediately to
obtain a copy.
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, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
Sincerely,.
� 1D. Rex Gleason, P.E.
l
�- Surface Water Protection Regional Supervisor
Enclosure
Cc: George Galambos (no enclosures)
Surface Water Protection Section Central Files (certification page only)
One Pretreatment, Emergency Response and Collection Systems Unit Internet http:11h2o.enr.nc.state.us/ndpu
NorthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Naturally Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

FastTrack Engineering Certification
Permit No. WQ0028606
March 23, 2005
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project.
Changes to the project should be clearly identified on the record drawings or in written summary forrn. Permit
modifications are required_ for any changes resulting in non-compliance with this raermit rent lations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
rJ Partial Final
I, C; :), t-,Can (°7, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (periodically, El weekly, D full time) the construction of the Tarkill Branch Pump
Station, Outfall and Forcemain, Union County project for the Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum.Design Criteria adopted February 12„_ 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations'and Force Mains adopted June
1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
sear, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
The Per, nittee is responsible for tracking all partial ce
wastewa,terflow made tributary to the waste
Engineer's Certification shall be considered a violation
enforcement actions,
ns up until e final certifier ton is received., Any
system extension prior to completion of this
permit and shall subject the Permittee to appropriate

UNION COUNTY PUBLIC WORKS
400 N. Church Street
Monroe, NC 28112-4804
704/296-4216
Fax [phone]
To: Mooresville Regional Office
Water Quality
610 East Center Ave. Suite 301
Mooresville NC 28115
Attention: Dee Browder
TRA
SMITTAL
Date: 7/5/06
Regarding: Record Drawings and Engineer's Certification for Sewer to serve Tarkill Branch P.Station,
F. Main and Trunk Sewer (Final Certification)
We are sending you:
Lj Copy of letter Plans Prints r
Other
No. Description
Record Drawings
Engineers Certification for Sewer (WQ0028606)
Shop Drawings
These are transmitted as checked below:
For approval
Remarks:
For your use El As requested ❑ For review and cr nrnen.
Received by: Date: