WQ0029942_Return Application_20060607

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IS Form 3800, January 2001 (Reverse) 102595-01-M-1041

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2. Article Number 7001 2510 0003 8089 1759
(liar►ster from service /abeQ
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• �O� W ATFgQ Michael F. Easley, Governor
�Q G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Y Alan W. Klimek, P.E., Director
Division of Water Quality
June 7, 2006
CERTIFIED MAIL/RETURN RECEIPT REQUESTED
Wayne Horne, Town Manager
City Of Lumberton
501 East 5th Street
Lumberton, NC 28358
Subject: Return of Permit Application Package
Application Number WQ0029942
Hornet Road Sanitary Sewer
Wastewater Collection System Extension
Robeson County
Dear Mr. Horne:
This letter is in reference to your permit application received on March 3, 2006 for the
construction and operation of the subject wastewater collection system extension. In a letter
dated April 12, 2006, Marie Doklovic of the Division asked for additional information when
resubmitting the application to the region(copy of letter attached). Several questions
surrounded the use of a 12-inch line for the low flow to be allocated. There was no mention of
a variance request at the time. No further supporting information was provided as requested.
As of today, this information has not been received. Therefore, the Division cannot evaluate a
variance to the regulations and design criteria and thus cannot issue the permit. We are
returning your application as incomplete in accordance with North Carolina General Statute
§143-215.1. Unfortunately in this case, the application fee cannot be refunded.
Please be advised that construction and/or operation of wastewater collection system without
a valid permit is a violation of North Carolina General Statute §143-215.1 and may subject the
owner/operator to appropriate enforcement actions in accordance with North Carolina
General Statute §143-215.6A-6C. Civil penalties of up to $25,000 per day per violation may be
assessed for failure to secure a permit required by North Carolina General Statute §143-215.1.
One Fayetteville Regional Office Internet http:i-www.ncwaterquality.org
NorthCarolina 225 Green Street, Suite 700, Fayetteville, NC 28301-5043 An Equal Opportunity Action Employer
Naturally Telephone [phone] Fax [phone]% recycled'10% post -consumer paper

Mr. Horne
Page 2 of 2
Enclosed are any unmarked permit application documents. When you have obtained the
requested information that is needed to make your application package complete, you may
submit a new application package and appropriate permit processing fee. If you have any
questions or comments concerning this matter, please contact Trent Allen at [phone] or
Marie Doklovic at 919-733-5083 x 371, or via E-mail at [e-mail] or
[e-mail] respectively.
Sincerely,
&&C4) 41 OYO
Alan W. Klimek, P.E.
Enclosures
cc; Marie Doklovic, PERCS Unit
Larry Anderson, PE, President Anderson Engineering & Associates,PA
Permit Application File WQ0029942

# 0�0� WA7' Michael F. Easley, Governor
William G. Ross Jr., Secretary
,i - North Carolina Department of Environment and Natural Resources
> =a
O < Alan W. Klimek, P.E., Director
Division of Water Quality
April 12, 2006
Larry W. Anderson, PE, President
Anderson. Engineering & Associates, PA
PO Box'1736
Ly erton, NC 28359
Subject: Application No. WQ0029942
Additional Information Request
Hornet Road Sewer
Wastewater Collection System Extension
Robeson County
Dear Mr. Anderson:
The Pretreatment, Emergency Response and Collection Systems (PERCS) Unit has been forwarded your
letter of April 4, 2006 regarding the subject project for review. The Division has been placing increased
emphasis on ensuring new sewer projects meet our design standards and regulations as this criteria is
believed to be supportive of the environment and public health.
The permit application is marked and sealed that the subject project meets our rules and design
criteria. It is our understanding that no information such as plans, build -out calculations or support from
the City was provided for specifying an oversized line with extremely little expected flow other than the
statements in your April 4, 2006 letter. Although older sewers may have been oversized to maintain
grade, the Division expects today's sewers to be appropriately designed to minimize odor, corrosion
and blockages that can occur with low flow/low depth of flow sewer lines. As you are aware, an 8-inch
sewer at minimum grade can handle almost 500,000 gallons per day of flow. If grade cannot be met
with the minimum required size, other alternatives than gravity sewer should be evaluated. Currently
there is no support as to when or if the collection area for this proposed line would exceed this value.
Please further address the following items no later than May 12, 2006.
1. Explain how this project meets 15A NCAC 2H .0219 (i) (2) (B) with regard to velocity.
2. Explain how this project meets our Gravity Sewer Minimum Design Criteria Section III (D)(3)
which states, "The pipe diameter and slope shall be selected to obtain the greatest
practical velocities to minimize settling problems. Designs must include a minimum scouring
velocity of 2 feet per second Sewers shall not be oversized to iustify using flatter slopes. If
the minimum scouring velocity can not be maintained during Initial operation prior to the
design flow capacities being reached, the ability to periodically flush the system shall be
required." It is understood that no variance would be checked if using the minimum
required line size of 8-inches. However, requesting two sizes above the minimum for the
expected flow should have been noted.
3. The flow calculation for the church in Item (B)(9) does not match our rules. Flow must be
calculated by 3 gpd/seat or by 250 gpd/water closet plus any flow from kitchen or daycare
faculties, as applicable.
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
N�iM Carolina 1617 Mail Service Center, Raleigh NC 27699-1617 An Equal Opportunity Action Employer
)Vatmrally Telephone [phone] Fax [phone]%recycled/10%post-consumer paper

4. Indicate why the church cannot be served by their own pump station and force main to the
public main. The pump station and the force main, if it did not cross other property or travel
along a street right of way, would not require a permit if the local building inspector certifies
the installation. At a later time, the City could then apply for an extension permit when the
upper end of the area develops and the larger line size can be justified. It is expected that
all other sewer alternatives that meet the criteria be explored prior to asking for any
variance.
Please reference the subject application number when providing your response. Two copies of all
revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the letterhead address. Please note that failure to provide this additional information on or
before the above requested date may result in your application being returned as incomplete.
The Division has recently reorganized. All sewer related matters are now handled through the
Pretreatment, Emergency Response and Collection Systems Unit under the Point Source Branch EXCEPT
FOR FAST -TRACK SEWER EXTENSION PERMITTING WHICH CONTINUES TO BE ADMINISTERED THROUGH OUR
REGIONAL OFFICES. The Unit is located on the 13th floor of the Archdale building in downtown Raleigh.
Please see http://h2o.enr.state.nc.us/documents/dwg orachart.pdf for our new organizational chart.
If you have any questions regarding this request, please do not hesitate to contact me at (919) 733-
5083, extension 371 or via E-mail at [e-mail]. Thank you for your cooperation.
Sincerely,
K. Marie Doklovic, PE
Environmental Engineer
Cc: Trent Allen, Fayetteville Regional Office; Surface Water Protection Section
Wayne Home, City of Lumberton (501 E. 5th St., Lumberton, NC 28358)
Rob Armstrong, City of Lumberton (501 E. 5th St., Lumberton, NC 28358)
Permit Application File W00029942

fRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! ` Application Number: W00029942
(to be completed by DWO)
11. Owner.
�1a. CITY OF LUMBERTON----------.__..._ __---- -----—_-------_-___-------------___ ------------_------------
i
Full Legal Name (company, municipality, HOA, utility, etc.)
Z -. _
0 11 b. WAYNE HORNE CITY MANAGER
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
--------- - -----.-----..-----.__—..._.------------ ----------------- --- --- ------------ — -- -----...-- ------ - ---------
I c. The legal entity who will own this system is:
_❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership 0 C_orporation Other (specify): ___
0 !1d. 501 EAST 5' STREET ile.LUMBERTON
Z—
Mailing Address E City
-- - ------
--- ------ ---- ----- -- -- ---- ---
j1f. NORTH CAROLINA 1g. 28358
Z I
State Zip Code
0
—
h
;1
~
910-671-3800 1 i. 910-8671-3814 1 j.
! Telephone 1 Facsimile E-mail
tJ .�2.
Project (Facility) Information:
J
_
Via. O ROAD SANITARY SEWER
b. ROBESON
CL
CL
Brief Project Name (permit will refer to this name)
County Where Project is Located
Q
3.. Contact Person:
Q. 13a.
LARRY W. ANDERSON P.E. ANDERSON ENGINEERING & ASSOC. PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
b. 910-671-9530
andersonftcarolina.riet
E-mail
Phone Number
1. Project is ® 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, eta). 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
12. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
a. If private, applicant will be:
I J
2b. If old, facilities owned by a (must choose ne
❑ 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 AssocJDeveloper (Instruction IV)
Q ;
❑Selling units (lots, townhomes, etc. - go to Item B(2b))
i'-
3 CITY OF LUMBERTON
'�
Owner of Wast�ter Treatrrant Fari�iry rwu►rrc� r......:.....��.........--.•-_ �__-- n. ., ._._ _.
CITY OF LUMBERTON
GENERAL ACCOUNT
P.O. BOX 1388
LUMBERTON, N.C. 28359
PAY ****400 DOLLARS AND NO CENTS****
F
PAY NCDENR
TO THE DIVISION OF WASTE MANAGEMENT
ORDER 1637 MAIL SERVICE CENTER
OF RALEIGH, NC 27699-1G37
BRANCH BANKING AND TRUST COMPANY
LUMBERTON. NC 28358
66-112/531
Void if not cashed
in 120 days of
issue date.
FEB 10.2006 139339
139339
$400.00
THIS INSTRUMENT HAS BEEN PREAUDITED IN THE MANNER REQUIRED
BY THE LOCAL GOVERNMENT BUDGET AND FISCAL CONTROL ACT.
t. s
CE DIRECTOR
CITY MANAGER

M•• nnlnl T___ •1 AA/AG

PAY ****400 DOLLARS AND NO CENTS****
PAY NCDENR
TO THE DIVISION OF' WASTE MANAGEMENT
ORDER 1637 'WAIL SERVICE CENTER
OF RALEIGH, NC 27699-1637
FEB 10.Z006 139339 6400.00
THIS INSTRUMENT HAS BEEN PREAUDITED IN THE MANNER REQUIRED
BY THElOCAL G©AMMENt BUDGET AND FISCAL CONTROL ACT
,....,......wz
�;•. oe IRECTOA
elk
ITY MANAGER -

V 1
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
OF WATF9 State of North Carolina
O� pG Department of Environment and Natural Resources
r Division of Water Quality
FAST -TRACK APPLICATION
folj"TY SEWERS, PUMP STATIONS, AND FORCE MAINS
V V (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.
® 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 B(12).
oil. 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.
® A. 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.
FTA 02/03 - Rev. 3 04/05

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) [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 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, 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
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,
019 571-4718 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, Allegheny, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http✓lh2o.enr.state.nc.uslperes/
FTA 02/03 - Rev. 3 04/05

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: W00029942
(to be completed by DWQ)
1. Owner:
1a. CITY OF LUMBERTON
Full Legal Name (company, municipality, HOA, utility, etc.)
rZ-..._.._.-_..._..__..._._.__.._...._...._........__._.._._...._....__........._......_.............._...._................. --._..... .......
0 1b. WAYNE HORNE CITY MANAGER
I 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:
2 11
11 Individual ❑ Federal ®-Municipality ❑ State/Cou ❑Private Partnership ❑Corporation ❑Other �Z —
Q '1d. 501 EAST 57" STREET
le. LUMBERTON
ZMailing Address --�
City-^-
_- -__- - _
,j1f. NORTH CAROLINA 1g. 28358
Z State Zp Code
------
h 910-671-3800 1 i. 910-8671-3814 1
;1 j.
Telephone_ Facsimile E-mail
_
Project (Facility) Information:
J
HORNET ROAD SANITARY SEWER
b. ROBESON
dBrief
Project Name (permit will refer to this name)
County Where Project is Located
Q '
3 Contact Person:
Q
_
LARRY W. ANDERSON P.E. ANDERSON ENGINEERING & ASSOC. PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
13b•
910-671-9530
[e-mail]
Phone Number
E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
�r
For modifications, attach a separate sheet dearly explaining the reason for the modification (i.e. adding another
changing line size/length, etc.). Only include the information In this do
phase, modified permit application - not
,r
duplicate project Information In B(7) and B(10-11) that has already been Included in the original permit
. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
a. 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 111)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner AssocJDeveloper (Instruction m
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
CITY OF LUMBERTON .
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
a. CITY OF LUMBERTON
4b.0024571
Name of WWTF'
WWTF Permit No.
a. CITY OF LUMBERTON 15b. 12"
Gravity
Owner of Downstream Sewer lReceiving Sewer Size
Force Main
Permit Number of Downstream Sewer (if known)
j-
. The origin of this wastewater is (check all that apply):
'a
❑ Residential Subdivision j ❑Car Wash
ii ;:
'
❑ Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
`°
❑ Mobile Home Park ❑ Hospital
-.d
School ® Church % Industrial
m
❑ Restaurant ❑ Nursing Home
o '
/° Other (specify):
❑ Office El Other (specify):
7. Volume of wastewater to be allocated for this particular project: 240 gallons per day
*Do not include previously permitted allocations
,A
j 8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
:-i
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
t
F17A 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
i .0219(I) for Item 13(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(Ix1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(Ix3).
2 Bathrooms @ 120 gallons per bathroom per day = 240 gallons per day
- ....----....._...---- - __.._...._._..__._... _ - -- --- - ------------ --
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
12" 0 250 GRAVITY
W
�
" ENTER TOTAL LINE LENGTH IN MILES 0.05
3
- 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
— — --- —
—
Location ID
Q (self chosen - as shown on
Design Flow
i Operational Point
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
-reference) for cross-reference
p 1 _
MGD
._...._���.I_—
GPM TDH _
ble generator w/telemetry; 4-wet well storage)
Pia _
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?
i,- ® 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
r` s. 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 ® WA I
Stormwatel? ❑ Yes ❑ No ® WA
14. Does this project involve aerial lines or siphons? Check if yes: ❑
----
115. Does this project have gravity sewer lines designed at minimum slopes?
j Be aware that the Division will not accept installed Ones more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
I corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

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:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
AND,
Qwaterbody;
0 ® 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. j
LL _..._
Location ID on Map
to (self chosen - as shown on Name of Waterbody Stream' Waterbody
map for cross-reference) i _Waterbody County River Basin Index Classification
_.. i........ ...._._.._....... - .... _ ..._..— .—--._..... - -- ....._
�-
V'
--..._._........ .......... ------- -- -- ----- —
• t k
i I
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:
11 WA ME HORNE. attest that this application for HORNET ROAD SANITARY SEWER EXTENTION 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 certifcation 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
s penalti $25, 000 per violation. _
=ha. s--- cn t✓ — 3- G
S' Signature Date
} . —Proe al Engineer's Certification: - - --
�� I attest that this application for HORNET ROAD SANITARY SEWER EXTENTION 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 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 February12, 1996, and the Minimum Design Criteria for the Fast -Track Pennitti 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 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certitication 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.
11�
2a. LARRY W. ANDERSON PE
Professional Engineer Name
, gJ01,11 ittli
`
0 to,
Fb. ANDERSON ENGINEERING & ASSOC,.P.A.
Engineering Firm
-------------------------- -- -
� �,•'
t SEAL
= i 13325 j
r-----------
'c. 305 N. CHIPPEWA STREET
Mailing Address
12d. LUMBERTON------- ------ e. NC f. 28358%19,9'.FNQINE'ea����
- -City ---- ---�-----...------....-- --State - --Zip--- ----
���r�4 tv
2g. [phone] 2h. 910 618-0838 2i. [e-mail]
itNt+lttuNi��
Telephone Facsimile E-mail
I Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

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r
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
of W ATF9 State of North Carolina
Department of Environment and Natural Resources
co r Division of Water Quality
FAST -TRACK APPLICATION
t.no..m VITY 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.
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 and specifications unless you respond NO to Item B(12).
® It. 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.
❑ N. 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/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

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) [I SA 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(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 rtk 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 letters) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 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, 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, Cabamrs, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Ir+edell, 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,
019 571-4718 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, Surry,
(336) 7714631 Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: httpJ/h2o.enr.state.nc.us/peres✓
FTA 02/03 - Rev. 3 04/05

FA§T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
f
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
1. Owner.
_
I 1a. CITY OF LUMBERTON
! Full Legal Name (company, municipality, HOA, utility, etc.)
Z_....._.... - --.._.._...__..._......_._....._._._.._...... - .._.
!I b. WAYNE HORNE, CITY MANAGER
Signing Official Name and Tide (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
.....-._.._......__..._..__...__._......_.._..--........... _.._.._..............._..._....._....._..._.. _.........._..
--....._................---- ...__..------..._._._.._..._....._...._.._-- ..... - - - ._... --.._._._....._......._...__..._...__._...__.._.............. --............
I Q
11c. The legal entity who will own this system is:
-❑ Individual ❑ Federal ® MunicipalityQ_State/C unty ❑ Private_ Partnership ❑ C_orporabog ❑Other spgd
Q 1d. 501 EAST 5T" STREET jle.
LUMBERTON
LL I Mailing Address
City
`1f. NORTH CAROLINA
--_
1g. 28358
0 State - - --
Zip Code
---- -
1 h. 910-671-3800 1 i. 910-8671-3814
1 j.
Telephone Facsimile
E-mail
U :
- ----- —, -- -- -�-- ---_
2. Project (Facility) Information:
_J
2a. HORNET ROAD SANITARY SEWER
2b. ROBESON
Brief Project Name (permit will refer to this name)
County Where Project is Located
a-
Q
. Contact Person: _----
"
Q
--- --- -- — - _
LARRY W. ANDERSON P.E. ANDERSON ENGINEERING & ASSOC. PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
910-671-9530
Sc. [e-mail]
Phone Number
E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
4,
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, eta). 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.
. Owner is ® Public (slop to Item B(3)) ❑ Private (go to Item 2(a))
a. If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
K
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (Instruction 111)
❑ Leasing units (lots, townhomes, etc. - SIP to Item B(3))
❑ Homeowner AssocJDeveloper (Instruction M
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
CITY OF LUMBERTON
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
a. CITY OF LUMBERTON
4b.0024571
Name of WWTF
WWTF Permit No.
a. CITY OF LUMBERTON 15b. 12" Gravity
Permit Number of Downstream Sewer (if known)
Owner of Downstream Sewer receiving Sewer Size Force Main
j*-
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision j ❑Car Wash
❑ Apartments/Condominiums ' ❑ Institution 100 % Domestic/Commercial
❑ Mobile Home Park ❑ Hospital
i ❑School ®Church % Industrial
■,
S
❑ Restaurant ❑ Nursing Home
j ❑ Office ElOther (specify): %Other (specify):
7. Volume of wastewater to be allocated for this particular project: 240 gallons per day
j *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
I ❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
i
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
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(Ix1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .021%Ix3).
--__......_.__.._____._..__......_.__.__ __---_.._ _
1
2 Bathrooms @ 120 gallons per bathroom per day = 240 gallons per day
-- ......._..
j 10.
-------------------------.-- ..__..... - - ......-------------- ---- - - ..._.. - --------- ------------ -- - - -- — ---..
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)_
__..__._....__._._.....-
- - - —
Size (inches) Length (feet) Gravity or Force Main
pull down menu)
-...._..- --- -- - ..__........_...._.. ----- ....._ .-- ...._..-- -- .._.... ------------ ----- -- -- - (use the --
12" fd 250 GRAVITY
1
I
t
I 3
Z
ENTER TOTAL LINE LENGTH IN MILES' 0.05
11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Zs
_
Location ID
; _
; —
Power Reliability Option
s (self chosen - as shown on I Design Flow
I Operational Point
(1- dual line feed; 2- permanent. generator w/ATS; 3-
` lans
for cross-reference i MGD
GPM TDH
ble nerator w/tele , 4-wet well stora
t
,¢
I
T 12. Does the sewer system c ommply 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
x�
i
j
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
1.13.
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 ® WA
Stormwater'? ❑ Yes ❑ No ® N/A
_......_.__..._.....__
14.
................._..........._...._..._.._............__._........_........_..._.._....._.........._......_..__.............-._._.._....--------....._._..........._............._.__... ..___........._..._..........................__..............._.-...._...._._..._._.._-...----................_._._.__.
Does this project involve aerial lines or siphons? Check if yes: ❑
Then�Jin��rill. t�cu[asiQec�kiis�.h.nriQdL�_at�tmust..bs s�1se��r� er�.n six rtzanths------.--.....--.--------. --- -'
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..
FTA 02/03 - Rev. 3 04/05

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 I
Z
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
AND,
Qwaterbody;
V
® 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
y (self chosen - as shown on Name of Waterbody Stream Waterbody
Qmap
J
for cross-reference) IWaterbody -County _ River Basin Index Classification _
------- _ _....--..._._.—icatio--
i E
f
l
1
_
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is providedi
A. Applicant's Certification:
:I
1, WAYNE HORNE. attest that this application for HORNET ROAD SANITARY SEWER EXTENTION 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 subjed 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 be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil
penalti- $25,000 per violation. --
— -
s.-- t✓ ✓ - 3- G C
y �1a.
'
S Signature Date
. Pro(es at Engineer's Certification:
I attest that this application for HORNET ROAD SANITARY SEWER EXTENTION 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 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 certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
.j
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 143-215.68, any person who knowingly makes any false
1r j
statement, representation, or certfcation 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.
13r
a. LARRY W. ANDERSON PE
Professional Engineer Name
`````� tttttili ttryl r
0 /O,y~•
-_
b. ANDERSON ENGINEERING & ASSOC., P.A.
Engineering Firm
_ {r
e I S��
%
2c. 305 N. CHIPPEWA STREET ----------- -------------------
Mailing Address
1
%,�qp �.,FNQiN;.•SQ?��
2d. LUMBERTON
2e. NC
f. 28358
City
- -- --- -- -- ---- --
State
-----
Zip
�,��'9Y •••••••••• �� ����
rrrrtittt11111t�����
-
�[phone] �h. 910 618-0838
2i. anderson carolina.net
E-mail
Telephone Facsimile
Seal, Signature &Date
FTA 02/03 - Rev. 3 04/05

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3-DTopoQssdaCopyrWC19"DeLormelarmouth.W 04096 ImurceData:UMib r------j7U11ft Scale: 1:17.6011 Detail:13-5 Datum WGSX4

Anderson Engineering & Assoc., P.A.
P.O. Box 1736
305 North Chippewa
Lumberton, N.C. 28359
DENR --FRCS
March 1, 2006
NCDHNR-DEM
225 Green Street
Suite 714
Fayetteville NC 28301
Ref.: Hornet Road Sanitary Sewer Extension
Fast Track Application
Dear Sir or Madam:
Larry Anderson, P.E.
President
Please find enclosed the following on the above referenced project for your review and approval:
- 3 copies of the Fast Track Application,
Application Fee ($400.00).
Should you have any questions, please do not hesitate to contact me.
Sincerely,
A DERSON E GINEERING & ASSOCIATES, P.A.
aim
Dwayne John on
CAD Designer
DJ/rrc
Enclosures
National Society of
Professional Engineers®
HSPE Licensed Member
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