WQ0031561_Permit (Issuance)_20200412

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o f W q TF9
Q Michael F. Easley, GovernNm
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William G. Ross Jr., Secretary
pY North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 12, 2007
Mr. Russell Colbath, Water Resources Director
City of Monroe
Post Office Box 69
Monroe, North Carolina 28111
Subject: Permit No. WQ0031561
City of Monroe
GlendaLough Pump Station & Force Main
Wastewater Collection System Extension
Union County, North Carolina
Dear Mr. Colbath:
In accordance with your application received on March 23, 2007, we are forwarding herewith
Permit No. WQ0031561, dated April 12, 2007, to the City of Monroe for the construction and operation
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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 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.
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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] / Fax: [phone] / Internet: http://h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
NorthCarolina
Nahtidlt�

Russell Colbath
Page 2
April 12, 2007
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 City of Monroe for the construction and operation of a 600-gallon per minute pump
station with duplex pumps, on -site audible and visual high water alarms, on -site generator with
automatic transfer switch; and approximately 14,550 linear feet of 10-inch force main to serve 258
single family residences as part of the GlendaLough Pump Station & Force Main project; and the
discharge of 92,880 gallons per day of collected domestic wastewater into the City of Monroe's existing
sewerage system, pursuant to the application received March 23, 2007, 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.
The sewage and wastewater collected by this system shall be treated in the City of Monroe
WWTP (NPDES No. NC0024333) 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 Sonja Basinger at
[phone].
Sincerely,
—17
for Alan W. Klimek, P.E.
cc: Union County Health Department
Mooresville Regional Office, Surface Water Protection (Fast Track Sewer Ext Files)
Stephen Chambers, P.E., Chambers Engineering, PA
Surface Water Protection Central Files
PERCS Files

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:
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 26 .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 §143-215.1 C.

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 26 .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.

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 (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
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.
12. 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 a 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.
Permit issued this the 121h day of April, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�l�'
'/7 -,tfor Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031561

Fast Track Engineering Certification
Permit No. WQ0031561
April 12, 2007
Russell Colbath, Water Resources Director
City of Monroe
P.O. Box 69
Monroe, NC 28111
Stephen Chambers, P.E.
Chambers Engineering, PA
P.O. Box 1726
Albemarle, NC 28001
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.
ENGINEERS 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 the GlendaLough Pump
Station & Force Main, 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, NORTH CAROLINA 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.

FAST -TRACK APPLICATION for
tdI Y SEWERS, PUMP STAJPONS, AND FORCE MAINS
PAGE 1
State of North Carolina
Department of Environment and Natural Resources
MAR ^c . 2007 Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have nclude�l/dtr�sed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
01. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed Plans andspecifications unless you respond NO to Item 1302).
® If. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent. sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/percs or by contacting the appropriate regional
office.

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vlll. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE. SHOULD RF SFNT Tr1 TUG 00f'±1f%k1 w 1
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
[phone] Fax
Henderson, Jackson, Macon, Madison,
McDowell, Mitchell, Polk, Rutherford,
Fayetteville Regional Office
225 Green Street Suite 714
Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
[phone]
Cleveland, Gaston, Iredell, Lincoln,
Mecklenburg, Rowan, Stanly, Union
4) 663-6040 Fax
Raleigh Regional Office
8 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
:lRaleigh,
North Carolina 27699-1628
) 571-4700Northampton,
Granville, Halifax, Johnston, Lee, Nash,
Orange, Person, Vance,
Washington Regional Office
571-4718 Fax
943 Washington Square Mall
Wake, Warren, Wilson
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Wilmington Regional Office
127 Cardinal Drive Extension
Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
[phone]
New Hanover, Onslow, Pender
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
[phone] Fax
Rockingham, Randolph, Stokes, Surry,
Watauga, Wilkes, Yadkin
Formore information, visit our web site at: http.//h2o.enr.state.nc.us/peres/

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
F1.
(to be completed by DWQ) Wa 3 l Fj�
Owner:
1 a. CITY OF MONROE
Z
Full Legal Name (company, municipality, HOA, utility, etc.)
0
1 b. RUSSELL G. COLBATH, WATER RESOURCES DIRECTOR
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
LL
1 d. PO BOX 69 1 e. MONROE
Z
Mailing Address
City
Z
1 f. NC
State 1 g. 28111
0
Zip Code
H
Q
1 h. [phone] 1 i. �704) 283-6492 1j. rcolbath monroenc.or
Telephone Facsimile E-mail
U
2. Project (Facility) Information:
a
2a. Glendal-ou h Pump Station & Force Main 2b. UNION
Brief Pro lect Name (permit will refer to this name) ) County Where Project is Located
Q
3. Contact Person:
Q3a.
Stephen G. Chambers, PE Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-984-6427 3c. schambers ce- a.com
Phone Number
__
E-mail
_
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.: Existing PS Permit Unknown
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. 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)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
Z
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (instruction III)
❑ Leasing units (lots, townhomes,
0
etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Q3.
CITY OF MONROE
Owner Wastewater
of Treatment Facility (WWTF) Treating Wastewater From This Project
4a. CITY OF MONROE WWTP 4b. NC0024333
0
Name of WWTF WWTF Permit No.
LL
Z
vity 5c. Unknown
5a. SAME 5b. 8" �E]Fo
Owner of Downstream Sewer Receiving Sew�Sizee Main Permit Number of Downstream Sewer (if known)
�-- 6. The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
W
❑ Apartments/Condominiums ❑ Institution
❑ Mobile Home Pa % Domestic/Commercial
Park ❑Hospital
d.
i
❑ School ❑ Church % Industrial
❑ Restaurant ❑ Nursing Home
❑ Office ❑ Other (specify): % Other (specify):
7. Volume of wastewater to be allocated for this particular project__gZ, 8$ 0 gallons per day
"Do
_
not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that
connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
0
W
D
Z
N
Z
0
V
Z
0
I--
Q
0
LL
Z
H
W
G.
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(I)(3).
75 8 s Single Family Units @ 3 Bedrooms @ 120 gpd/ Bedroom = - 9Z, 88o G Pf)
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)
101, 14,550' Force Main
ENTER TOTAL LINE LENGTH IN MILES 2.756
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator MATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
1 0, 09ZSS 600 gpm @ 85' 2
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan?
® Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hiah oriority and must be checked once every six months
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..

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
,
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(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) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ 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 Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
S. Fork Crooked
Creek Union Yadkin 13-17-20-2 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is providedl
1. Applicant's Certification: -- -- -- - --
1, RUSSELL COLBATH , attest that this application for CLENDi4LOU6H PUMP S'TA-TttOnl
has been reviewed by me and is accurate and complete to the best of my knowledge. l 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, c
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as we// as ci 'es up to $25,000 /ation.
1a. �-/9' d�7
Signing Official Signature
2. Professional Engineer's Certification: Date
/ STEPHEN G. CHAMBERS attest that this application for GLENDALOUGH PUMP STATION
0 has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
Q calculations, and all other supporting documentation to the best of my knowledge. l further attest that to the best of my
U 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 sea/ signifies that/ have reviewed this material and have judged it to
LLI be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, any
V person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Q 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. Stephen G. Chambers PE
Professional Engineer Name
2b. Chambers Engineering, PA
Engineering Firm
2c. PO Box 1726
Mailing Address
2d. Albemarle
City
2e. NC 2f. 28001
State Zip
2g. 704-984-6427 2h. 704-984-6428 2i. [e-mail]
Telephone Facsimile E-mail
rGN
Seal, Signature & Date
11

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DRAWN BY: sgc
DATE: 3107
DWG. NO.:
IAPPROVED BY:
Chambers Engineering, PA
129 North First St., Albemarle, NC 280o1 704-984-6427
Glendal_ough Pump Station Watershed Classification 1 of 1

Permit Number WQ0031561
Central Files: APS SWP
04/10/07
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
92880
Facility Name
GlendaLough Pump Station & Force Main
Location Address
Owner Name
City of Monroe
Dates/Events
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Russell Colbath, PE
PO Box 69
Monroe NC 281110069
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
03/23/07
O��)
Regulated Activities Reauested/Received Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall NULL_
Waterbody Name Stream Index Number Current Class Subbasin

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CITY OF MONROE
flv Mod
CITY HALL OPERATIONS CENTER
300 W. Crowell Street -28110 2401 Walkup Avenue - 28110
P.O. Box 69, Monroe, NC 28111-0069 P.O. Box 69, Monroe NC 28111-0069
PHONE [phone] • FAX [phone] PHONE [phone] • FAX [phone]
March 20, 2007
Dee Browder
NC DENR-DWQ
610 East Center Ave; Suite 301
Mooresville, NC 28115
Re: Fast -Track Application for Glendalough Pump Station and Force Main 1
Dear Ms. Browder:
AND NAI-!
dOORE,rl
[0A R
Please find enclosed one original and one copy of a Fast Track Application for Gravity Sewers,
Pump Stations and Force Mains along with an 8.5" x 11" 7.5-minute USGS Topographic Map
for the proposed Glendalough Pump Station and Force main. Also enclosed is a check for the
$400.00 application fee. The City's Standard Specifications will be used.
Please call me at [phone] if you have any additional questions or concerns.
Respectfully,
. W
Duane S. Wingo, PE
Water Resources Engineering Supervisor
C: Mr. Russ Colbath, P.E.
Ms. Crystal Outlaw P.E.
Mr. Sam Trawick E.I.
Mr. Randy Griffin
Mr. Phil St. Martin
File: Glendalough South Pump Station (06-56(42))