WQ0032080_Application_20070810

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner:
1a. City of Laurinburg
Full Legal Name (company, municipality, HOA, utility, etc.)
Application Number:
(to be completed by DWQ)
1 b. Craig Honeycutt, City Manager
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 X Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. P O Box 249
Mailing Address
1f. North Carolina
State
le. Laurinbul
City
1 g. 28352
Zip Code
1 h. 910-276-8324 1 i. 910-276-0354 1j. [e-mail]
Telephone Facsimile E-mail
2. Project (Facility) Information.
2a. Turnpike road Extension 2b. Scotland
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Stacey McQuage, Public Utilities Director
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-276-2364 3c. [e-mail]
Phone Number E-mail
1. Project is X New ❑ Modification (of an existing permit) If Modification, Permit No.:
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 X 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
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Citv of Laurinburg
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Leith's Creek Wastewater Treatment Facility 4b. NC 0020656
$' -. wiiTZe� ra° tAiwTF Permit No.
CITYO F LA U R I N B U R G This disbursement has been approved as required by
R B C CENTURA BANK the Local Government Budget and Fiscal Control Act. L6-85/5 uaG, NC CHECK NO. 46850
GENERAL ACCOUNT G�yKe�a ;8. a
P.O. BOX 249 66-85/531 FINANCE DIRECTOR
LAURINBURG, NC 28352 46850
VENDOR CHECK DATE CHECK AMOUNT
1033 8/06/20017 $400.00
********400 DOLLARS AND NO CENTS
PAY NCDENR-DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
TO THE RALEIGH NC 27699-1617
ORDER
AV
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FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
QF W ATF9 State of North Carolina
Department of Environment and Natural Resources
9 OQ Division of Water Quality
> G
o 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 included/addressed 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.
X I. 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 and specifications unless you respond NO to Item 13(12).
XIt. 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.
❑ 111. 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.
X 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/peres or by contacting the appropriate regional
office.

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) 115A 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.
X 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(1b). 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 BE SENT TO THE APPROPRIATE REGIONAL OFFICE
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]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett,
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
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 5714718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
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,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Sury,
(336) 7714631 Fax
Watauga, Wilkes, Yadkin
For more 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.
(to be completed by DWQ) wnnnq Ina n
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1.
Div v �--
Owner.
la.
City of Laurinburg
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Full Legal Name (company, municipality, HOA, utility, etc.)
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1 b.
Craig Honeycutt, City Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
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1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal X Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
1d.
P O Box 249 le. Laurinburg
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Mailing Address City
1f.
North Carolina 1g. 28352
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State Zip Code
1 h.
910-276-8324 1 i. 910-276-0354 1 j. choneycutt c&laudnburg.org
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Telephone Facsimile E-mail
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2.
Project (Facility) Information:
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2a.
Turnpike road Extension 2b. Scotland
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Brief Project Name (permit will refer to this name) County Where Project is Located
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3.
Contact Person:
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3a.
Stacey McQuage, Public Utilities Director
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-276-2364 3c. [e-mail]
Phone Number E-mail
1.
Project is X New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizellength, 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 X 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
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
0
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
I—
3.
City of Laurinburg
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Leith's Creek Wastewater Treatment Facility 4b. NC 0020656 i
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Name of WWTF WWTF Permit No.
I.L.
5a.
City of Laurinburg
5b. 8"
Gravity
5c. WQC S 00062
Permit Number of Downstream Sewer (if known)
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Owner of Downstream Sewer
lReceiving Sewer Size
I❑ Force Main
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6.
The origin of this wastewater is (check all that apply):
X Residential Subdivision ❑ Car Wash
❑ Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
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❑ Mobile Home Park ❑ Hospital
a
❑ School ❑ Church % Industrial
❑ Restaurant ❑ Nursing Home %Other (specify):
Office El Other (specify):
7.
Volume of wastewater to be allocated for this particular project: 720 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.
0 Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) 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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 21-1.0219(1)(3).
2 each residential homes with three (3) bedrooms each, 2x3=6 bedrooms @120 gpd per bedroom = 720 gpd Total
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)
8" SDR 35 PVC 200 Gravity
ENTER TOTAL LINE LENGTH IN MILES 0.037
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 WATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
NA
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
X 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 X N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No X N/A
Stormwater?
❑ Yes []No X N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hiah Driority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? X Yes
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
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(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
Z regional office (see instructions for addresses) OR indicate the following:
X A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Q waterbody; AND,
J ❑ 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
CO (self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
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A
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, Craig Honeycutt, attest that this application for The City of Laurinburg, Turnpike Road Extension
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 143-215.6B, 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 tq $25, 000 per violation.
1a.-�
Signing Oapial Signatur Date
U) 2. Professional Engineer's Certification:
Z I attest that this application for The City of Laurinburg, Turnpike Road Extension
0 has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
H calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
Q knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
V Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track
LL 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
LLI be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any';
V 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. Joseph F. Wampler CAROZZ
••.......••
Professional Engineer Name �OQ�O�Ess o q
2b. J. F. Wampler Engineering, Inc. .
Engineering Firm *; SEAL
2c. 604 Peden Street 5364
Mailing Address ✓ �c
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2d. Laurinburg 2e. NC 2f. 28352 FP '•••....••' Q�
City State zip y F.
2g. 910-276-8306 2h. 910-276-2440 2i. [e-mail] 3I
Telephone Facsimile E-mail IJL eal. Signature & Date'

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co��� Mapped by the Army Map Service
ri Published for civil use by the Geological Survey
' Control by USGS, NOS/NOAA,and USCE
Topography by photogrammetric methods from aerial
photographs taken 1948-1949. Culture and
drainage revised from aerial photographs taken
1955-1956. Field checked 1957
Polyconic projection. 10,000-foot grid ticks based on
North Carolina coordinate system. 1000-meter Universal
Transverse Mercator grid ticks, zone 17, shown in blue
1927 North American Datum. To place on the predicted
North American Datum 1983 move the projection lines
12 meters south and 21 meters west as shown by dashed
corner ticks
N.C.
QUADRANGLE LOCATION
Revisions shown in purple and woodland compiled by the Geological
Survey from aerial photographs taken 1981 and other source data
This information not field checked. Map ed4ted 1982
JOHNS 3.3 Mi.
ROWLAND (.i iiNC. U.S. 301) 19 MI.
MN
1 GN
5S't' I
98 MILS L'54'
I16 MILS
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UTM GRID AND 1982 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
LAURINBURG, N. C.
SW/4 LAURINBURG 15' QUADRANGLE
N 1445 — W7922.5/7.5
1957
PHOTOREVI990 1987
DMA 5153 IV 0#,�S6RIFS v842
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J. F. WAMPLER ENGINEERING, INC.
fi POST OFFICE BOX 1782 L A U R I N B U R G, N.C. 2 8 3 5 3
604 PEDEN STREET PHONE: OFFICE [phone]
HOME [phone]
FAX [phone]
August 3, 2007
State of North Carolina Dept. of Environment
And Natural Resources
Division of Water Quality
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
ATTN: Trent Allen, Environmental Engineer
Ref: New Project, City of Laurinburg, Turnpike Road Sanitary Sewer Extension
Dear Mr. Allen:
On behalf of the City of Laurinburg, please find enclosed:
1. Fast Track Application for Gravity Sewer, one original, one copy completed and
appropriately executed.
2. Application Fee of $400.00 payable to NCDENR written by the City of Laurinburg.
3. Color 7.5 minute USGS topographical Map with identification, map name, number,
project area location, and closest downslope surface water. None of the project is within
100 ft. of any downslope surface water. Map is enclosed.
4. Certification is executed by the City of Laurinburg, (owner) and me.
Thank you for your consideration and review of this application. If you need more information or
have questions, please contact me at 910-276-8306.
Sincerely,
/Z/ (I 1a; -1� /—
Joseph F. Wampler, PE 5364
Cc: Craig Honeycutt, City Manager
Stacey McQuage, City Public Works Director
file
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