WQ0032323_Application_20071012

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)
1. Owner
la. Hoke County
Z Full Legal Name (company, municipality, HOA, utility, etc.)
0 1 b. Michael Wood, County Manager
Signing Official Name and Title (Please review 15A NCAC 2H-0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality M State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0 1 d. 227 North Main Street le. Raeford
ZMailing Address City
1 f. North Carolina 1 g. 28376
Z State Zip Code
0 1 h. 910-875-8751 1 i. 910-875-9222 1 j.
a Telephone Facsimile E-mail
_V 2- Project (Facility) Information.
—J 2a. 'The Maples", Section one and two at Westgate Subdivision 2b. Hoke
IZ Brief Project Name
IZ I (permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
Q3a. Douglas B. Cooper, PE, PLS, Moorman, Kizer & Reitzel Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-484-5191 3c. [e-mail]
Phone Number E-mail
1. Project is M 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 M 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. Public Works Commission of the City of Fayetteville
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a- Rockfish WWTP 4b. NCO050105
�. kl--- —f %AAAlTC \AAAr7W D.—if kln
115 Broadfoot Ave.
ENGINEERS
0
P.O. Box 53774
PLANNERS
111fl
46
Fayetteville, NC 28305
SURVEYORS
[phone]
MOORMAN, KIZER I REITZEL, INC.
Memo: Maples Sec 2
PAY
TO THE
ORDER
OF:
Four Hundred Eighty and 00/100 Dollars
NCDENR
BRANCH BANKING AND TRUST COMPANY
FAYETTEVILLE, NORTH CAROLINA
66-112-531
DATE
Oct 10, 2007
24383
24383
AMOUNT
******$480.00
— �___

Central Files: APS SWP
10/22/07
Permit Number WQ0032323
Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
Active
New Project
Permit Type Fast Track
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
1.00
Individual
Extensions
Primary Reviewer Permit Contact Affiliation
trent.allen
Permitted Flow
94320
Facilit
Facility Name Major/Minor Region
The Maples, Section and & two at Westgate Major Fayetteville
Subdivision
Location Address County
Hoke
Facility Contact Affiliation
Owner
Owner Name Owner Type
Hoke County Government - County
Owner Affiliation
Michael Wood, County Manager
227 N Main St
Raeford NC 28376
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/22/07 10/12/07 10/22/07 10/22/07
Regulated Activities Requested/Received Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

FAST-TRACk APPLICATION for GRAND SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE I
OF WATER �,,`�v State of North Carolina
s� A Department of Environment and Natural Resources
�0 r, 1•L Q Division of Water Quality
�' Uu ` 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.
® 1. 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).
® II. Application Fee - Submit a check in the amount of $480 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 -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(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 02T .0100, 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 $480
FFF SHnll n n RF -RFNT 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,
[phone] 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,
[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

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
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TAB
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: W00032323
(to be completed by DWQ)
1. Owner.' 1
1 a. Hoke County
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Michael Wood, County Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1d. 227 North Main Street
Mailing Address
1f. North Carolina
State
1 e. Raeford
City
1 g. 28376
Zip Code
1 h. 910-875-8751 1 i. 910-875-9222 1 j.
Telephone Facsimile
2. Project (Facility) Information.
2a. 'The Maples", Section one and two at Westgate Subdivision 2b
Brief Project Name (permit will refer to this name)
3. Contact Person.
3a. Douglas B. Cooper, PE, PLS, Moorman, Kizer & Reitzel, Inc
E-mail
Hoke
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-484-5191 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
❑ 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(26))
3. Public Works Commission of the Citv of Favetteville
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From -This- Project _
4a. Rockfish WWTP 4b. NCO050105
Name of WWTF WWTF Permit No.
5a. Hoke County 5b. 15" ❑ Gravity 5c. W00023752
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
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church % Industrial
❑ Restaurant ❑ Nursing Home % Others ci
El Office El Other (specify): (�)
7. Volume of wastewater to be allocated for this particular project: 94,320 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 02/03 - Rev. 3 04105

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(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
237 Lots w/ 3 bedrooms @ 120 GPD per bedroom = 122 X 360 = 85,320 GPD (The Maples, Section One and Two), 15
townhouses with 2 bedrooms @ 120 gpd per bedrooms=3600 gpd and 15 townhouses with 3 bedrooms @ 120 gpd per
bedroom-5400 gpd for a total of 52,920. The lift station design as submitted with the original permit application has been
designed to handle the flow from the ultimate development of the Westgate Subdivision, which will incorporate several
subdevelopments, with a total lot yield of approximately 800 lots. These Sections of the Maples were included in that total
for the lift station which has been installed and certified.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
1.1
12"
ENTER TOTAL LINE LENGTH IN MILES
Length (feet) Gravity or Force Main
(use the pull down menu)
8657 Gravity
3874 Gravity
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 w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes [:]No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes [:]No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hiah nrioritv and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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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
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
map for cross-reference) Waterbody County
Cliffdale Stewarts Creek Hoke
Waterbody Stream Waterbody
River Basin Index Classification
Cape Fear 18-31-21 Class "C" Waters
Submit the 8.5" x I I" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, Michael Wood, attest that this application for "The Maples" Section One and Two at Westgate Subdivision 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 retumed 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 to $25,000 per.Volation.
1 a.
Signing Official Signatui
2. Professional Engineer's
Date
I attest that this application for "The Maples" Section One and Two at Westgate Subdivision 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
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.
2a. James M. Kizer, JR., PE
Professional Engineer Name
2b. Moorman, Kizer & Reitzel, Inc.
Engineering Firm
2c. PO Box 53774
Mailing Address
2d. Fayetteville 2e. NC 2f. 28305
City State Zip
2g. 910-484-5191
Telephone
2h. 910-484-0388
Facsimile
2i. [e-mail]
E-mail
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Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

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WILSON A. LACY, COMMISSIONER PUBLIC WORKS COMMISSION 955 OLD WILMINGTON RD
TERRI UNION, COMMISSIONER P.O. BOX 1089
LUIS J. OLIVERA, COMMISSIONER OF THE CITY OF FAYETTEVILLE FAYETTEVILLE, NORTH CAROLINA 28302-1089
MICHAEL G. LALLIER, COMMISSIONER TELEPHONE (AREA CODE 910) 483-1401
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER ELECTRIC & WATER UTILITIES FAX (AREA CODE 910) 829-0207
October 5, 2007
Mr. Ray Sistare, P.E.
County Engineer
Hoke County
227 North Main Street
Raeford, NC 28376
Subject: The Maples at Westgate Section Two Subdivision — Hoke County
Dear Mr. Sistare:
Enclosed, please find a flow acceptance letter from PWC for the subject project. In
accordance with the plans submitted by Moorman, Kizer and Reitzel, the amount of flow
that PWC will accept from this project is 50,400 gallons per day. This flow was included
in the permitted flow for the entire Westgate subdivision.
Should you have any questions or require additional information regarding this project,
please contact Mr. John Allen at [phone]. Your cooperation is appreciated.
Sincerely,
PUBLIC WORKS COMMISSION
/ gZP
Joseph E. Glass, P.E.
Manager
Water Resources Engineering
cc: Gwen McGougan
Trent Allen (DENR)
Bill Berry
Jimmy Kizer
Project file
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER

WILSON A. LACY, COMMISSIONER PUBLIC WORKS COMMISSION 955 OLD WILMINGTON RD
TERRI UNION, COMMISSIONER Of THE CITY Of FAYETTEVILLE P.O. BOX 1089
WIS J. OLIVERA, COMMISSIONER FAYETTEVILLE, NORTH CAROLINA 28302-1089
MICHAEL G. LALLIER, COMMISSIONER TELEPHONE (AREA CODE 910) 483-1401
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER ELECTRIC & WATER UTILITIES FAX (AREA CODE 910) 829-0207
October 5, 2007
TO WHOM IT MAY CONCERN:
SUBJECT: Flow Acceptance
This letter is in response to the inquiry regarding the availability of sanitary sewer to
serve the proposed development, The Maples Section Two, located within the Westgate
Subdivision. Previously, PWC prepared and submitted a flow acceptance letter (dated
March 22, 2004) for the projected flow at full build -out for the entire Westgate
Subdivision. The projected flow for The Maples Section Two was included in the flow at
full build -out. Therefore, PWC has the capacity to accept the flow generated by this
section of the Westgate subdivision.
Hoke County has submitted a permit application for public sewer for The Maples Section
Two. The expected flow from The Maples Section Two is 50,400 gallons per day.
The Public Works Commission has an operation and maintenance agreement with Hoke
County, and has agreed to accept and treat sanitary sewer from Hoke County. The
sewage and wastewater collected by this system shall be treated in the Fayetteville Public
Works Commission Rockfish Wastewater Treatment Facility (NPDES Permit No.
NC0050105) prior to being discharged into the receiving stream.
If you have any questions concerning this letter, please call me at [phone].
Very truly yours,
PUBLIC WORKS COMMISSION
P Lam'
Joseph E. Glass, P.E.
Water Resources Engineering Manager
cc: Project File
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER

WILSON A. LACY, COMMISSIONER PUBLIC WORKS COMMISSION 955 OLD WILMINGTON RD
TERRI UNION, COMMISSIONER P.O. BOX 1089
LUIS J. OLIVERA, COMMISSIONER OF THE CITY OF FAYETTEVILLE FAYETTEVILLE, NORTH CAROLINA 28302-1089
MICHAEL G. LALLIER, COMMISSIONER TELEPHONE (AREA CODE 910) 483-1401
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER ELECTRIC & WATER UTILITIES FAX (AREA CODE 910) 829-0207
October 5, 2007
Mr. Ray Sistare, P.E.
County Engineer
Hoke County
227 North Main Street
Raeford, NC 28376
SUBJECT: Approval of Plans for The Maples at Westgate Section Two
Dear Mr. Sistare:
The review for completeness and adequacy of the project construction plans has been concluded
by the Water Resources Engineering Department of the Public Works Commission (PWC). Said plan
documents are hereby approved and are ready for permitting by the State.
Upon completion of the project construction, the engineer must confirm that the project has been
constructed in accordance with the plans approved by the Water Resources Engineering Department of
PWC.
The engineer shall submit "as -built" plans, with project changes noted, to Hoke County. PWC
requests that Hoke County forward a copy of the "as -built" plans to PWC's Water Resources
Engineering Department for review and approval. Upon review and approval, PWC will notify Hoke
County in writing, and request final "as -built" drawings and a copy of the Engineer's certification.
According to North Carolina State Law, the "as -built" plans and certifications, signed and sealed by the
engineer, must be submitted to NCDENR prior to providing any services.
If you have any questions or require additional information regarding this letter, please contact
Mr. John Allen at [phone].
Sincerely,
PUBLIC WORKS COMMISSION
Joseph E. Glass, P.E.
Manager
Water Resources Engineering
cc: Jimmy Kizer, Jr.
Gwen McGougan
Project file
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE I
OF V4ArFq RECEIVED State of North Carolina
0 " PG De artment of Environment and Natural Resources
6\E MAR 01 Division of Water Quality
FAST -TRACK APPLICATION
DN-FAYETIEVILLf: R
T EWERS, 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 the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
21. 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).
011. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ 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 sewersMNVTF. 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/ndpu or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 2 04/04

FAST-1:"CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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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
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
map for cross-reference) Waterbody County
Cliffdale Stewarts Creek Hoke
Waterbody Stream Waterbody
River Basin Index Classification
Cape Fear 18-31-21 Class "C" Water
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, Michael Wood, attest that this application for "The Maples" Section One at Westgate Subdivision 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 Ovil penalties up fp $25, 000 per violation.
1a. v v-v v
Signing Official Signatur
2. Professional Engineer' Certification:
Date
I attest that this application for James M. Kizer, Jr., PE 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 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.
2a. James M. Kizer, Jr., PE
Professional Engineer Name
2b. Moorman. Kizer & Reitzel. Inc.
Engineering Firm
2c. PO Box 53774
Address
2d. Fayetteville 2e. NC 2f. 28305
City State Zip
2g. 910-484-5191
Telephone
2h. 910-484-0388 2i. [e-mail]
Facsimile E-mail
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Seal, Signature & Date
FTA 02/03 - Rev. 2 04/04

Print Map
Page I of I
Map for WESTGATE MAPLES
Location of SITE
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1:36,000 •
LIXL
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Clif"eNo--
7.5-minute Quadrangle Index map
NC SPCS E: 600781.8, N: 140396.7 meters (NAD83)
Long: -79.0966404 W, Lat: 35.0155935 N (NAD83)
http://gis.enr.state.nc.us/topoviewer/gisprintjsp
2/27/2007

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 .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed 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.
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
Avery, Buncombe, Burke, Caldwell,
2090 US Highway 70
Cherokee, Clay, Graham, Haywood,
Swannanoa, North Carolina 28778
Henderson, Jackson, Macon,
[phone]
Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
Anson, Bladen, Cumberland, Harnett,
[phone]
Hoke, Montgomery, Moore, Robeson,
[phone] Fax
Richmond, Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
Alexander, Cabarrus, Catawba,
Cleveland, Gaston, Iredell, Lincoln,
[phone]
[phone] Fax
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe,
Raleigh, North Carolina 27699-1628
Franklin, Granville, Halifax, Johnston,
Lee, Nash, Northampton, Orange,
(919) 571-47
Person, Vance, Wake, Warren,
[phone] Fax
Wilson
Washington Regional Office
Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall
Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889
Greene, Hertford, Hyde, Jones,
[phone]
Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus,
Wilmington, North Carolina 28405
Duplin, New Hanover, Onslow,
[phone]
Pender
[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,
[phone] Fax
Surry, Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/ndpu/
FTA 02/03 - Rev. 2 04/04

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:
1 a. Hoke County
Full Legal Name (company, municipality, HOA, utility, etc.)
Application Number: W00024012M
(to be completed by DWQ)
1 b. Michael Wood, County Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. 227 North Main Street
Street Address
1f. NC
State
1 h. 910-875-8751 1 i. 910-875-9222
Telephone Facsimile
2. Project (Facility) Information:
le. Raeford
City
1 g. 28376
Zip Code
1j.
2a. "The Maples", Section One at Westgate Subdivision 2b
Brief Project Name (permit will refer to this name)
3. Contact Person:
E-mail
Hoke
County Where Project is Located
3a. James M. Kizer, Jr., PE, Moorman, Kizer & Reitzel, Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-484-5191
Phone Number
3c. [e-mail]
E-mail
1. Projectis ❑ New ® Modification (of an existing permit) If Modification, Permit No.: W00024012
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 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. Public Works Commission of the City of Fayetteville
Owner of Wastewater Treatment Facility (VW TF) Treating Wastewater From This Project
4a. Rockfish WWTP 4b. NCO050105
Name of WWTF WWTF Permit No.
5a. Hoke County 5b. 15" 5c. W00023572
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known) j
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
❑ Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church % Industrial
❑ Restaurant ❑ Nursing Home % Other (specify):
❑ Office ❑ Other (specify):
7. Volume of wastewater to be permitted in this project: 52920 gallons per day
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is 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 02/03 - Rev. 2 04/04

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
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Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
122 Lots w/ 3 bedrooms @ 120 GPD per bedroom = 122 X 360 = 43,920 GPD (The Maples, Section One), 15 townhouses
with 2 bedrooms @ 120 gpd per bedrooms=3600 gpd and 15 townhouses with 3 bedrooms @ 120 gpd per bedroom-5400
gpd for a total of 52,920. The lift station design as submitted with the original permit application has been designed to
handle the flow from the ultimate development of the Westgate Subdivision, which will incorporate several
subdevelopments, with a total lot yield of approximately 800 lots. This Section of the Maples was included in that total for
the lift station which has been installed and certified.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
go
12"
ENTER TOTAL LINE LENGTH IN MILES
Length (feet) Gravity or Force Main
(use the pull down menu)
4937 Gravity
1287 Gravity
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator MATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater?
❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hiah oriority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..