WQ0029618_Sewer Extension_20051213

FAST -,TRACK APPLICATI'ON for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE t
OF W ATFR State of North Carolina
0� QG RECEIVEDartm nt of Environment and Natural Resources
—
rr� T Division of Water Quality
5 DEC 3 FAST -TRACK APPLICATION
UMP STATIONS, AND FORCE MAINS
s 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 1302).
® II. 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/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

FAST-TRACKAPPLICATION 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,
919 571-4718 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, Suny,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

EAST --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! Application Number: uJ000296
(to be completed by DWQ) �■
1. Owner:
1 a. Lumbee Tribe of North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. James A. Hardin, Deputy Administrator
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): Indian
Tribal Government
Id.
PO Box 2709
1 e.
Pembroke
Mailing Address
City
1f.
North Carolina
1g.
28372
State
Zip Code
1 h.
[phone] 1 i. (910) 5212278
1j.
Telephone Facsimile
E-mail
2.
Project (Facility) Information:
2a.
2a. Arrow Point Subd. - Phase 1A : Sewer Ext. on Chicken Rd.
2b.
Robeson
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person:
3a. Luke T-L Kwona
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. [e-mail]
Phone Number _ _ _ E-mail
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 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: w 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. Town of Pembroke
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Pembroke Municipal WWTP 4b. NC 0027103
Name of WWTF WWTF Permit No.
5a. Town of Pembroke 5b. Exist. PS to 10" ®Gravity i5c.
Owner of Downstream Sewer !Receiving Sewer Size ❑ Force Main permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that
® Residential Subdivision ❑ Car Wash
❑ Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church % Industrial
❑ Restaurant ❑ Nursing Home
El Office [I Other(specify):%Other (specify):
7. Volume of wastewater to be allocated for this particular project: 4,900 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
FfA 02/03 - Rev. 3 04/05

- 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(1) 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(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 21-1.0219(1)(3).
14 Lots x 350 gpd/lot = 4,900 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
ENTER TOTAL LINE LENGTH IN MILES0.434
111. 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 w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
n/a
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
3. 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? Less than 1 AC ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
4. Does this project involve aerial lines or siphons? Check if yes:
5. 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
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1. 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
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
..._.. .�_ _...._ ...m_..._ ___--
1. Applicant's Certification:
1, James A. Hardinattest that this application for Arrow Point Subd. - Phase 1A: Sewer extension on Chicken Road
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, o,
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as w s civil penalties up to $25, 000 per violation.
1 a. L 1-2 7 -6kf
Signin ffi i Signature Date
2. Profess na Enaineer's Certification:
/, Luke T-L Kwong, attest that this application for Arrow Point Subd. - Phase 1A: Sewer extension on Chicken Road 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 Crited
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A 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 to $25,000 per violation.
Luke T-L Kwon
Professional Engineer Name
The Wooten Company
Engineering Firm
120 North Bovlan Avenue
Mailing Address
Raleigh 2e. NC
City State
[phone] 2h. [phone] 2i. Ikwon
Telephone Facsimile E-mail
2f. 27603
Zip
.com
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

POST OFFICE BOX 866
PEMBROKE, NORTH CAROLINA
28372
OFFICE OF THE MANAGER
November 28, 2005
Mr. James A. Hardin
Deputy Administrator
Lumbee Tribe of North Carolina
PO Box 2709
Pembroke, NC 28372
Re: Water and Sewer System for
Arrow Point Subdivision
Pembroke, North Carolina
Dear Mr. Hardin:
MUNICIPAL BUILDING
100 SOUTH UNION CHAPEL ROAD
This letter is in regards to the prior agreement dated June 30, 2004 between the Town of
Pembroke and Lumbee Tribe of North Carolina that the Town will be providing
municipal water to the above referenced Arrow Point Development and accepting an
estimated 58,000 gallon per day domestic sewage flow from the Arrow Point Subdivision
and Administrative Building discharging into the Town of Pembroke sewer collection
system.
In addition, upon completing construction of the new utility improvements by the
Lumbee Tribe of North Carolina and approved by the State regulatory agencies, the
Town will assume ownership and the responsibility for operation and maintenance of the
new pump station, gravity sewer lines, force mains, and the new water system.
Sincerely,
McDuffie Cummings
PHONE [phone] FAX [phone]
E-MAIL: [e-mail]

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Central Files: APS SWP
12/21/05
Permit Number W00029618 Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
mike.lawyer
Permitted Flow
5040
Facilit
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Arrow Point Subdivision Phase 1A: Sewer Major Fayetteville
Extension on Chicken Rd.
Location Address County
Robeson
Facility Contact Affiliation
Owner
Owner Name Owner Type
Lumbee Tribe Of North Carolina Non -Government
Owner Affiliation
James Hardin, Administrator Deputy
PO Box 2709
Pembroke NC 28372
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/21/05 12/13/05 12/21/05 12/21/05
Regulated Activities Requested/Received Events
Subdivision Additional information requested 12/21/05
Wastewater collection Additional information received 12/21/05
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE: 3
~ Application Number:
W00029618
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! (to be completed by DWQ)
1. Owner:
1 a. Lumbee Tribe of North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.)
Z 1 b. James A. Hardin, Deputy Administrator
0 Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Q1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ® Other (specify): Indian
Tribal Government
0 1 d. PO Box 2709 le. Pembroke
ZMailing Address City
if. North Carolina 1g. 28372
Z Zip Code
O State
1h. [phone] 1i. (910) 5212278 1j•
Q Telephone Facsimile E-mail
V 2. Project (Facility) Information:
J 2a. 2a. Arrow Point Subd. - Phase 1A : Sewer Ext. on Chicken Rd. 2b. Robeson
a
a Brief Project Name (permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
Q 3a. Luke T-L Kwon
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. [e-mail]
Phone Number E-mail
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 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)
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FIRST CITIZENS BANK AND TRUST COMPANY
RALEIGH, NC 27602 03476234763
TR 66-30/53 I
120 N. Boylan Avenue
Raleigh, NC
THE WOOTEN COMPANY 27603
E N 61 N E'_F'. NG PLAN Ni N", ARCHITECTJRE 919-828-0531
12/9/2005 $400.00
DATE AMOUNT
Exactly Four hundred and no / 100 Dollars
PAY
TO THE THE WOOTEN COMPANY- ACCOUNTS PAY. LE
NC DENR - DWQ j
OF
Raleigh NC
AU 1110RIZED SIGNN

has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
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: W00029618
(to be completed by DWQ)
1.
Owner:
la.
Lumbee Tribe of North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
1b.
James A. Hardin, Deputy Administrator
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
H
Q
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ® Other (specify): Indian
Tribal Government
0
LL
1d.
PO Box 2709 le. Pembroke
Z
Mailing Address City
_ - _
Z
1f.
North Carolina 1g. 28372
O
State Zip Code
H
1h.
[phone] 1i. (910) 5212278 1j. [e-mail]
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Telephone Facsimile E-mail
C)
2.
Project (Facility) Information:
J
d
2a.
_
2a. Arrow Point Subd. - Phase 1A : Sewer Ext. on Chicken Rd. 2b. Robeson
CL
Brief Project Name (permit will refer to this name) County Where Project is Located
Q
3.
- Contact Person:
Q
3a.
Luke T-L Kwong
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
[phone] 3c. [e-mail]
c
Phone Number E-mail
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 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)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction 111)
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'—
_.
Town of Pembroke
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Pembroke Municipal WWTP 4b. NC 0027103
o
Name of WWTF WWTF Permit No.
U.
5a.
Town of Pembroke 5b. Exist. PS to 1W ® Gravity 5c.
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Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit Number of Downstream Sewer (if known)
�--
6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
❑ Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
dEl
Mobile Home Park El Hospital
❑ School ❑ Church % Industrial
❑ Restaurant ❑ Nursing Home % Other (specify):
❑ Office ❑ Other (specify):
7.
Volume of wastewater to be allocated for this particular project. 5,040 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
FTA 01r01 - RPv 3 04mi

LDEC
EIVED
13 2005
THEWOOTEN December 12, 2005ILLEREGIONALOFRO�
COMPANY
N.C. Department of Environment and Natural Resources
E N G I N E E R I N G Division of Water Quality
225 Green Street Suite 714
PLANNING Fayetteville, North Carolina 28301
ARCHITECTURE
RE: Arrow Point Subdivision — Phase 1 A
Sewer Extension on Chicken Road
Lumbee Tribe of North Carolina
Pembroke, North Carolina
TWC No. 2958-A
Dear Review Officer:
On behalf of the Lumbee Tribe of North Carolina, we are forwarding you the
following documents for your review and approval for the above referenced
project:
• Two (2) copies of "Fast -Track Application for Gravity Sewers, Pump
Stations, and Force Mains" and attachments
• A $400.00 Check for Application Fee
If you have any questions or need additional information, please let us know.
Your expeditious review would be appreciated.
Sincerely,
THEW OTEN COMPANY
d�T-*ew0on_g,'_P7.E
Enclosures
c: Leon Revels, Lumbee Tribe of NC (w/e)
120 North Boylan Avenue
Raleigh NC 27603-1423
919.828.0531
fax [phone]