WQ0028647_Application (FTSE)_20110104

�FW A 7 State of North Carolina
9QG ®EN R—FROrtment of Environment and Natural Resources
Division of Water Quality
JAN 0 4 2011 FAST -TRACK APPLICATION
D� (FTA 12/07 ver5)
for GRAVIT SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer 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. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr. state. nc. us/percs/Collection%20Systems/CollectionSystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain 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 that has already
been included in the original permit.
Any changes to this form will result in the application being retumed. 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(13).
Separate applications should be made for non-contiquous sewer systems.
® B. 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.
❑ C. 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(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted 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 home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
❑ E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that 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. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated Tess than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.

® G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot 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.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J.
Certifications — Section C
The application must be certified by both the applicant and the design engineer who is 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 Chapter 2T, 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.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bette, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
For more information, please visit our web site at:
http://h2o.enr state.nc.us/peres/Collection%20Systems/CollectionSystemsHome.html
or contact the Regional Office serving your county.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
(t be Application Number: n /1 /5 6 4 7�
(to be completed by DWQ) (/ V
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1. Owner/Permittee:
la. Harnett County Department of Public Utilities (HCDPU) — Metro Water and Sewer District
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Steve Ward — Director of Publics Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
ld. PO Box 1119
Mailing Address City
lf. NC 1 g. 27546
State
1 h. 910) 893-7575 (
Telephone
1 i. (910) 893-03012
1 e. Lillington
Zip Code
1j. [e-mail]
Facsimile E-mail
2. Project (Facility) Information:
. B-4138: US 401 Bridge over Cape Fear River
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Bo Hemphill
2b. Hamett
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone]
Phone Number
1. Project is ❑ New
3c. [e-mail]
E-mail
® Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item 8(3))
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
['Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Harnett County Department of Public Utilities
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
�Q oo28to'7
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b. NC0021636
4a. North Harnett Regional WW Treatment Plant
Name of WWTF
5a. Harnett County DPU 5b. 48" ® Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision
® Apartments/Condominiums
® Mobile Home Park
® School
® Restaurant
® Office
WWTF Permit No.
5c. WQ0028647
Permit # of Downstream Sewer (Instruction E)
® Retail (Stores, shopping centers)
O Institution
O Hospital
® Church
® Nursing Home
❑ Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
® Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
® Flow has already been allocated in Permit No. WQ0028647
® Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
0 gallons per day

NFORMATION (CONTINUED)
B. PERMIT
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
N/A
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
243
407
New Gravity or Additional
Force Main
Gravity
Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
Pump Station Location ID (self chosen
Design Flow
(MGD)
Operational Point 1
GPM @TDH
Power Reliability Option
- permanent generator w/ATS;
2 - portable generator w/MTS
- as shown on plans/map for reference)
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T 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

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® Yes
® Yes
® Yes
❑ No
❑ No
❑ No
❑ N/A
❑ N/A
❑ N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ® and provide details
The 12" sewer line has a 35' aerial section, supported by a 24" steel encasement pipe.
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
la.
1, Steve Ward, attest that this application for B-4138: US 401 Bridge over Cape Fear River 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 ilty of Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to $25, 00 pe/v olation.
Signing Official Signature
)2-2- 2.o10
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
u) TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
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�— 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V 1, Bo Hemphill, attest that this application for B-4138: US 401 Bridge over Cape Fear River has been reviewed by me and
lL 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
Ce been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
W 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 other
professionals may have developed certain portions of this submittal package, 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. Bo Hemphill
Professional Engineer Name
2b. NC DOT, Utilities Unit
Engineering Firm
2c. 1555 MSC
Mailing Address
2d. Raleigh
City
2e. NC 2f. 27699-1555
State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
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NC PE Seal, Signature & Date

' USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner/Permittee:
la. Harnett County Department of Public Utilities (HCDPU) — Metro Water and Sewer District
Full Legal Name (company, municipality, HOA, utility, etc.)
Application Number: )
(to be completed by DWQ) Y y D 07496 4702
Z 1 b. Steve Ward — Director of Publics Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
F-
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0 ld. PO Box 1119 le. Lillington
LL. Mailing Address City
1f. NC lg. 27546
Z State Zip Code
0 1h. 910) 893-7575 ( 1i. (910) 893-03012 1j. [e-mail]
QTelephone Facsimile E-mail
U 2. Project (Facility) Information:
J 2a. B-4138: US 401 Bridge over Cape Fear River 2b. Harnett
a Brief Project Name (permit will refer to this name) County Where Project is Located
a Q 3. Contact Person:
Q 3a. Bo Hemphill
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.:
era (90284,6(7
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
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Harnett County Department of Public Utilities
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
ZZ Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. North Harnett Regional WW Treatment Plant 4b. NC0021636
Name of WWTF
2 5a. Harnett County DPU
Owner of Downstream Sewer
0
5b. 48" ® Gravity
Receiving Sewer Size ❑ Force Main
6. The origin of this wastewater is (check all that apply):
THE FACE OF THIS. DOCUMENT HASA>QOLORED BACKGROUND ON . . PER. TH S D
t�! OF TOF*�,
PAY TO THE
ORDER OF
NC Department of Transportation
1514 Mail Service Center
Raleigh, NC 27699-1514
NC DEPT OF ENV & NAT RESOURCES
DIV OF WATER QUALITY
1617 MAIL SERVICE CTR
RALEIGH NC 27699-1617
State Treasurer, Raleigh, North Carolina
Payable at Par Through Federal Reserve System
WWTF Permit No.
5c. WQ0028647
Permit # of Downstream Sewer (Instruction E)
66-1059
531
Warrant 2873465
Date 07/30/2010
Void after One Year
$ 480.00
Pxxxxx=000401
THIS FORM CONTAINS MICROPRINTING
Mark L. Foster
Chief Financial Officer

NC Department of Transportation
1514 Mail Service Center
Raleigh, NC 27699-1514
NC DEPT OF ENV & NAT RESOURCES
DIV OF WATER QUALITY
1617 MAIL SERVICE CTR
RALEIGH NC 27699-1617
Phone:
Fax:
Internet:
919-733-3624 x354
919-733-9247
www.ncdot.org
g tD4
Warrant: 2873465
Payment No.: 2001570590
Warrant Date: 07/30/2010
Vendor No.: 31256
Page: 1 of 1
Invoice Number
Invoice
Date
DOT Tracking # PO/Contract #
Remarks
Gross Invoice
Amount"
Discount
Net Amount"
12E
07/26/2010
1902671018
B-4138,Harnett County, 33490
Check Total
JAN 0 4 2011
DETACH FROM CHECK AND KEEP FOR YOUR RECORDS
480.00
0.00
480.00
$480.00
THE ACE OF THIS DOCUME HAS A COLORED BACKGROUND ON H PAPER. THISDOCUMENTCONTAINS A GENUINE WATERMARK. THIS DOCUMENT HAS VISIBLE AND INVISIB E FLUORESCENT FIBERS.
PAY TO THE
ORDER OF
NC Department of Transportation
1514 Mail Service Center
Raleigh, NC 27699-1514
NC DEPT OF ENV & NAT RESOURCES
DIV OF WATER QUALITY
1617 MAIL SERVICE CTR
RALEIGH NC 27699-1617
State Treasurer, Raleigh, North Carolina
Payable at Par Through Federal Reserve System
66-1059
531
Warrant 2873465
Date 07/30/2010
Void after One Year
$ 480.00
->i4-14944 444 4-1,-14-104 FOUR EIGHT ZERO PERIOD MO ZERO
>e)
Mark L. Foster
Chief Financial Officer
II' 28731,65II•
1:0531 L0594':
5'r1000II, 60 Lil'

Permit Number WQ0028647
Central Files: APS SWP
01/26/11
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
trent.allen
Coastal SW Rule
Permitted Flow
0
Facility
Status
Active
Project Type
Major modification
Version Permit Classification
1.20 Individual
Permit Contact Affiliation
Facility Name
Fuquay Varina & Buies Creek Flow Diversion
Location Address
Owner
Major/Minor
Major
Region
Fayetteville
County
Harnett
Facility Contact Affiliation
Owner Name
Harnett County Public Utilities
Dates/Events
Owner Type
Government - County
Owner Affiliation
Steve Ward
Director
PO Box 1119
Lillington
NC 275461119
Orig Issue App Received
06/28/05 01/19/11
Regulated Activities
Wastewater collection
Outfall Ni. LI
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective
01/26/11 01/26/11
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
Harnett County Department of Public Utilities
B-4138: US 401 Bridge over Cape Fear River
Professional Engineer Name
Engineering Firm Name
Bo Hemphill
NC DOT, Utilities Unit
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
A
Cape Fear River
Harnett
Cape Fear
18-(16.7)
WS-Iv
B
UT to Cape Fear River
Harnett
Cape Fear
WS-Iv
DENR-FRO
JAN
0 4 2011
DWQ
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07
Page 1 of 1

12/14/2010
MyTopo Map Print
4
0
0
1 Mi
6000 Ft
Map provided by MyTopo.com
map-pass.mytopo.com/maps/print_mytopo.asp?print...
1/1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 28, 2005
Mr. Rodney M. Tart
Director of Public Utilities
County of Harnett
Post Office Box 1119
Lillington, North Carolina 27546
SUBJECT County of Harnett
Permit No. WQ0028647
Wastewater Transmission Facilities
Project No. CS370454-04
Harnett County
Dear Mr. Tart:
In accordance with your application received March 29, 2005, we are forwarding
herewith Permit No. WQ0028647 dated June 28, 2005, to the County of Harnett for the
construction and operation of the subject wastewater transmission facilities.
This permit shall be effective from the date of issuance until rescinded, and shall be
subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable
to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with
the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N. C. 27699-
6714. Unless such demands are made, this permit shall be final and binding.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the approved plans and specifications. Mail
the Certification to the Construction Grants & Loans Section, 1633 Mail Service Center,
Raleigh, North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One (1) set of final approved plans and specifications is to be forwarded to you,
one (1) set retained for the Construction Inspection Group, and one (1) set retained for the
SRF file.
A copy of the approved plans and specifications shall be maintained on file by the
Owner for the life of the project.
One
NorthCarolina
Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Rodney M. Tart
Page 2
June 28, 2005
If there are any questions concerning this matter, please do not hesitate to contact
Mr. Cecil G. Madden, Jr., P. E. at [phone].
Sincerely,
Alan W. Klimek, P.E.
Attachment to All
RPT:cgm
cc: Marziano and Minier, P.A.
Harnett County Health Department
DWQ Fayetteville Regional Office
Surface Water Protection - PERCS
Surface Water Protection - Central Files
Dan Blaisdell, P.E.
Robert P. Teulings, Ph.D.
Amy Simes, P.E.
Cecil G. Madden, Jr., P.E.
CIG
SRF

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
County of Harnett
FOR THE
construction and operation of a flow metering station and approximately 29,835 linear
V\ feet (LF) of 36-inch diameter gravity sewer along Kenneth Creek, and 44,389 LF of 42-
Oinch and 9,993 LF of 48-inch diameter gravity sewer along Neills Creek to transport flow
from Fuquay-Varina's Kenneth Creek Wastewater Treatment Plant, which will be
abandoned, to a new 10.2 MGD capacity regional pump station on the north side of the
Cape Fear River, equipped with dual comminutors at the wet well inlet, three (3) 8,000
gpm submersible pumps installed in a dry well, a 650 kW generator for standby power,
and a high-water alarm system connected to the new SCADA system at the North Harnett
Regional Wastewater Treatment Plant. This permit also includes construction and
operation of the 3,445-LF 36-inch diameter force main from the regional pump station
across the Cape Fear River to the upgraded treatment plant; approximately 4,275 LF of
(.% 18-inch diameter gravity sewer installed along Dry Creek to complete the system to
transport flow from the Buies Creek -Coats area to the upgraded plant; approximately
5,222 LF of 8-inch gravity sewer in west Lillington, and the discharge of the collected
wastewater into the North Harnett Regional WWTP, pursuant to the application received
March 29, 2005, and in conformity with the project plans, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources
and considered a part of this permit.
This Permit shall be effective from the date of issuance until rescinded, and shall be
subject to the following conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.

County of Harnett
Permit No. WQ0028647
Issued June 28, 2005
Page 2
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be
met as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater
standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B
.0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every
day (i.e. 365 days a year). Pump stations that are connected to a telemetry system
shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.
f. A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office
in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as
required by North Carolina General Statute 143-215.1 C.
4. The sewage and wastewater collected by this system shall be treated in the Harnett Regional
Wastewater Treatment Plant prior to being discharged into the receiving stream. The new
sewers and pump station covered by this permit shall not be placed into operation until the
expansion of the treatment facilities to 5.6 MGD capacity has been completed.
5. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality (Division) accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

County of Harnett
Permit No. WQ0028647
Issued June 28, 2005
Page 3
7. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. If this project is to be completed in phases
and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Construction Grants &
Loans Section, 1633 Mail Service Center, Raleigh, North Carolina 27699-1633. (Engineer's
Certification Form is attached.)
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the project.
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state, and federal), which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour
in the pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material
where three feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as
may be required by this Division, such as the construction of additional or replacement
wastewater collection facilities.
13. The facilities shall be constructed in accordance with the requirements of the North Carolina
Sedimentation Pollution Control Act.
14. Any abandoning of the existing facilities must be done in accordance with the requirements
of the Division of Water Quality=s Fayetteville Regional Office.

County of Harnett
Permit No. WQ0028647
Issued June 28, 2005
Page 4
NONCOMPLIANCE NOTIFICATION:
15. The Permittee shall verbally report to a Division of Water Quality staff person
at the Fayetteville Regional Office, telephone number [phone], as soon as possible,
but in no case more than 24 hours or on the next working day, following the occurrence or
first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures
of pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station
or facility.
Voice mail messages or faxed information is permissible but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also
be reported to the Division of Emergency Management at telephone number [phone]
or [phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within
five days following first knowledge of the occurrence. This report shall outline the actions
taken or proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the
most current Division approved form) can also be completed to show that the SSO was
beyond control.
Permit issued this the 28th day of June 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. WQ0028647

'County of Harnett
Permit No. WQ0028647
Issued June 28, 2005
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the Harnett-Fuquay regional wastewater transmission facilities located in Wake
and Harnett Counties, hereby state that to the best of my abilities, due care and diligence was
used in the observation of the following construction:
A flow metering station and approximately 29,835 linear feet (LF) of 36-inch
diameter gravity sewer along Kenneth Creek, approximately 44,389 LF of 42-inch
and 9,993 LF of 48-inch diameter gravity sewer along Neills Creek; a new 10.2
MGD capacity regional pump station located on the north side of the Cape Fear
River, equipped with dual comminutors at the wet well inlet, three (3) 8,000 gpm
submersible pumps installed in a dry well, a 650 kW generator for standby power,
and a high-water alarm system connected to the new SCADA system at the North
Harnett Regional Wastewater Treatment Plant. This permit also includes
construction and operation of the 3,445-LF 36-inch diameter force main from the
regional pump station across the Cape Fear River to the upgraded treatment plant;
approximately 4,275 LF of 18-inch diameter gravity sewer installed along Dry
Creek to complete the system to transport flow from the Buies Creek -Coats area
to the upgraded plant; approximately 5,222 LF of 8-inch gravity sewer in west
Lillington, in conformity with the project plans, specifications, and other
supporting data subsequently filed and approved by the Department of
Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature Registration No.
Date
Mail this Certification to:
DENR/DWQ
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh, North Carolina 27699-1633.