WQ0022729_Application_20010330

r/Yl I
of WATF,9 Y"'7NR_FR0 State of North Carolina
Q Department of Environment and Natural Resources
Alt J q �....,.
r � i It 3 Division of Water Quality
o < MANFAST-TRACK APPLICATION
(FTA 12/07 )
for GRAVITY 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/peres/Collection%20Systems/Collection SystemApplications. 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 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 B03).
Separate aDDlications should be made for non-contiguous 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 less 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.
FTA 12/07

❑ G. Stream Classifications — Watershed Classification Attachment (Form WACAS-12107) If any portion of the
project boundary is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
must be completed.
❑ 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(1 b). 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 12107 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
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
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, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at. http://h2o.enr.state.nc.uslperes/
or contact the Regional Office serving your county.
FTA 12/07

j
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: ?
(to be completed by DWQ) 0 �9 �l a ZR
:1.
Owner/Permittee:
:1 a. Hoke County Department of Public Works, Hoke County NC
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b.
Tim Johnson, Count Manager
0
0
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1c.
The legal entity who will own this system is:
j
❑ Individual ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
Ad.
227 North Main Street le. Raeford
LL
Mailing Address City
?
1f.
NC 1g. 28376
Z
State Zip Code
0
1 h.
910-875-8751 ,1 i. 910-875-9222 1 j. [e-mail]
QTelephone
Facsimile E-mail
U
2.
Project (Facility) Information:
J
2a.
Hoke Landing Pump Station Modification 2b. Hoke County, NC
ii
Brief Project Name (permit will refer to this name) County Where Project is Located
O'
3.
Contact Person:
J. Charles McGou an P.E, Project Engineer
Q
!3a.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
336-629-3931 3c. [e-mail]
Phone Number E-mail
:1.
Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: W00022729 Modification
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 C)
ElLeasing units (lots, townhomes, etc. -skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Z
3.
City of Raeford
0
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
F—
4a.
City of Raeford WWTP 41b. NC0026514
Q
Name of WWTF WWTF Permit No.
5a.
County of Hoke 15b. 12 inch ® Gravity 15c. W00033891 Modified
0
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
LL
6
The origin of this wastewater is (check all that apply): 0 flow will be produced from this project
Z
100 % Domestic/Commercial
ElResidential Subdivision ® Retail (Stores, shopping centers)
❑ Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
W
❑ School ElChurch (RO: contact your Regional Office
® Restaurant El Nursing Home
a
Pretreatment staff)
ElOffice El Other (specify):_ Commercial
m
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
'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. WQ0022729 Modification — Hoke Landing Sewer Improvements
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

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 13(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 (Q.
This project diverts flow from previously permitted allocation (WQ0022729) to proposed collection main. The
design flow for the proposed main is 25,710 gpd. See attachment.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
! Length (feet) New Gravity or Additional
Force Main
Q11.
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) N/A
W
'Pump Station Location ID
Hoke Landing P.S. (self chose - as shown on plans/map for reference)
Z
Design Flow
Power Reliability O on
Operational Point
(MGD)
GPM @TDH 1 -permanent gen for w/ATS; Force Main Si Force Main Length
O
2 - portable erator w/MTS
V
/
ue�
Z
0.026 ADF
108 gpm @ 88' 1 (Existing) 4" xisting) & 2" 1sso° ta' 1, �s i2"►
O
~
Q
Pump Station Location ID
N/A (self chosen -_ as shown on plans/map for reference)
Design Flow
Operational Point Power Reliability Option
O
(MGD)
GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
0
2 - portable generator w/MTS
Z
F—
WPump
Station Location ID
N/A (self chosen - as shown on plans/map for reference)
0-
Design Flow
Power Reliability Option
OpPo mt,
(MGD)
1 - permanent generator w/ATS; : Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
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 2"d treatment facility
(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
113. 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
FTA 12/07

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? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? [:]Yes [:]No ® N/A Not yet submitted
Stormwater? ❑ Yes ❑ No ® 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
if Yes: ❑ and provide details NIA
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
11 Tim Johnson attest that this application for Hoke Landing Pump Station Modification has bees
reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and t7hat 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 violation.
la.
Signing Official ignature Date
�..:._
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
O2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
H
Q 1, J. Charles McGougan RE attest that this application for Hoke Landing Pump Station Modification has
ILL 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. 1 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
W for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
V 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
junder my signature and seal signifies that 1 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. J. Charles McGoupan RE
Professional Engineer Name
2b. Marziano & McGougan, PA
Engineering Firm
2c. P. O. Box 4428
Mailing Address
2d. Asheboro 2e. NC '2f. 27204
City State Zip
2i. cmcgougan@marziano-
2g. 336-629-3931 2h. 336-629-3932 mcgougan.com
Telephone Facsimile E-mail
2 . L.1.11
NC PE Seal, Signature & Date
FTA 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ) p q
1.
Owner/Permittee:
1a.
Hoke County Department of Public Works, Hoke County NC
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
1 b.
Tim Johnson, County Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (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):
IX
Q
1d.
227 North Main Street 1e. Raeford
LL
Mailing Address City
Z
1f.
NC 1g. 28376
Z
State Zip Code
0
1 h.
910-875-8751 1 i. 910-875-9222 1j. [e-mail]
QTelephone
Facsimile E-mail
U
2.
Project (Facility) Information:
_j
2a.
Hoke Landing Pump Station Modification 2b. Hoke County, NC
0-
Brief Project Name (permit will refer to this name) County Where Project is Located
a
Q
3.
Contact Person: _
Q333a.
J. Charles McGougan P.E, Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
336-629-3931 3c. [e-mail]
Phone Number E-mail
1.
Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: W00022729 Modification
i2.
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 El Public Utility (Instruction C)
El Leasing units (lots, townhomes, etc. -skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Z
3.
City of Raeford
O
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
F—
4a.
City of Raeford WWTP 4b. NCO026514
Name of WWTF WWTF Permit No.
5a.
County of Hoke
5b. 12 inch
® Gravity
5c. W00033891 Modified
Sewer Size
Permit # of Downstream Sewer (Instruction E)
Q
Owner of Downstream Sewer]Receiving
❑ Force Main
TO THE
ORDER
OF
BANK of[hc
CAROLINAS
ws�oao, W 27z
66-1225-531
3_ Z_ (1
DATE
(ITHORIZED SIGNATURE
9362
Y
U
W
n
c
QQo. Vv ��jj�� o
AMOUNT m
3
m
d
U
m
co
r.1
g

7a
X
�p
F / SANK ofth,
CAROLINAS
A97
727'p
66-1225-531

3-0-0
DATE
9362
U
0
AMOUNT m
8
A HORIZED SIG ATURE

Permit Number WQ0022729
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
7338
Facility Name
Hoke Landing Sewer Improvements
Location Address
Central Files: APS SWP
04/20/11
Permit Tracking Slip
Status
Project Type
Active
Major modification
Version
Permit Classification
1.20
Individual
Permit Contact Affiliation
Major/Minor Region
Major Fayetteville
County
Hoke
Facility Contact Affiliation
Owner Name
Owner Type
City of Raeford
Government - Municipal
Owner Affiliation
Mike Wood
City Manager
315 N Main St
Raeford NC 28376
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
06/19/03 03/30/11
04/20/11 04/20/11
Regulated Activities
Requested/Received Events
Restaurant
Additional information requested
School
Additional information received
Wastewater collection
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

HOKE COUNTY UTILITIES DEPARTMENT
MODIFICATION TO "HOKE LANDING SEWER IMPROVEMENTS"
(Permit No. W00022729 Modification)
Project Narrative (February 23, 2011)
A. Project Description
The project will modify the pumps and appurtenant force system for the "Hoke Landing Sewer Improvements"
(Permit No. WQ0022729 Modification). The existing submersible duplex pump station located adjacent to
Hwy. 401 near the Hoke Landing Shopping Center is presently equipped with 16 HP ABS Model 125/21) pumps.
The force main system is comprised of 3" and 4" pipe extending approximately 10,550 linear feet from the
pump station to a discharge point into an existing 8" gravity main near the intersection of Rockfish Road and
Philippi Church Road. The existing grinder pumps will be replaced with smaller 10 HP grinder pumps. The
force main system will be modified to discharge into the Beaver Creek Interceptor (WQ 0033891 Modified)
which exists across Club Pond Road from the Hoke Landing Commercial Facility. Once complete the existing
force main system appurtenant to the station will be approximately 1,800 linear feet in length. The existing 3"
and 4" force main along Club Pond Road and Rockfish Road will be abandoned in place.
B. Reason for Modification
This relocation of the discharge point to the Beaver Creek Interceptor allows flow from the Hoke Landing
Commercial Facility to be diverted to the proposed Hoke County Wastewater Treatment Facility in the future.
The modification also serves to shorten the force main system by approximately 8,750 linear feet in the near
term.
FTA 12/07

0, . \NA R State of North Carolina.
�d�st�G Department of Environment and Natural Resources
v Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Hoke County
Project Name for which flow is being requested: Beaver Creek Sewer Interceptor
More than one FlSE-I0/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Raeford WWTP
b. WWTP Facility'Permit 4: NC0026514
All flows are in MGD
c. WWTP facility's permitted flow 3.000 mgd
d. Estimated obligated flow not yet tributary to the WWTP 1.074 mad
e. WWTP facility's actual avg. flow 1.926 mgd
f. Total flow for this specific request 0.000 mgd
g. Total actual and obligated flows to the facility 3.000 mgd
h. Percent of permitted flow used 100%
H. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Finn/Design) Daily Flow, MGD
Riverbrooke PS
1.063 mad 0.0738 mgd
I11. Certification Statement:
1, Michael N. Wood, certify that, to the best of my knowledge, the addition of the volume of
wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater
treatment facility and that the flow from this project is not anticipated to cause any capacity related
sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment
plant under normal circumstances. This analysis has been performed in accordance with local established
policies and procedures using the best available data. This certification applies to those items listed above
in Sections I and II for which I am the responsible party. Signature of this form indicates acceptance of
this wastewater flow.
Signing Official Signature
Date

it mu
irprt
14
t IV
Ar�
r
0
AA19T
L
Ll
1 71
spy
_M3
4,5
P
lift)I.d
R",
z
f
01
no
19
Lr--.
Jr
Tr
SA*#"
zz
Ar
r
%
3.DTapoQnAtCopni&CIMDtL,orm1wnwek3ff=M SourteDec USGS 1 900 ft Scak- 1; A000 Den& 130 Danlm %VGSU

Project: Hoke Landing Sewer Extension
Hoke County, NC
Owner: Hoke County Utilities Department
Date: Feb-11
M&M No.: 38009
A. Wastewater Flows
1. Proiected Desian Dailv Flow
a. Average Flows
Hoke Landing:
Food Lion
Mi Casita
Subway
China Wok
Papa Johns
Family Dollar
Hair Guard
Family Connections
Short Stop
Car Wash
MARZIANO f'S>;
'roMcGOUGAN, P.A.
consulting engineers
147 A Dublin Square Road
Asheboro, NC 27204-4428
DWQ Permit No. WQ0022729 (modified)
18 Hr. Day
1,500
GPD
2,000
GPD 24 Hr.
Eq.
Flow
12 Hr. Day
3,000
GPD
6,000
GPD 24 Hr.
Eq.
Flow
12 Hr. Day
700
GPD
1,400
GPD 24 Hr.
Eq.
Flow
12 Hr. Day
1,200
GPD
2,400
GPD 24 Hr.
Eq.
Flow
12 Hr. Day
500
GPD
1,000
GPD 24 Hr.
Eq.
Flow
12 Hr. Day
500
GPD
1,000
GPD 24 Hr.
Eq.
Flow
8 Hr. Day
625
GPD
1,875
GPD 24 Hr.
Eq.
Flow
8 Hr. Day
625
GPD
1,875
GPD 24 Hr.
Eq.
Flow
18 Hr. Day
720
GPD
960
GPD 24 Hr.
Eq.
Flow
24 Hr. Day
7,200
GPD
7,200
GPD 24 Hr.
Eq.
Flow
Q (Design Daily Flow) = 25,710 gallons per day
Q (Design Daily Flow Rate) = 18 gallons per minute

mMARmNo & McGOUGAN, P.A.
147A Dublin Square Road Post Office Drawer 4428 Asheboro, North Carolina 27204 -4428
CONSULTING ENGINEERS
PHONE: [phone]
FAX: [phone]
March 29, 2011
Mr. Trent Allen, Environmental Engineer
NCDENR, Division of Water Quality
Fayetteville Regional Office
Suite 714, 225 Green Street
Fayetteville, North Carolina 28301
Re: Hoke County Sewer System
Hoke Landing Pump Station Modification
Fast -Track Application
Modification to Permit No. WQ0022729 (Modification)
M&M No.: 38009
Dear Mr. Allen:
HIRAM J. MARZIANO, P.E.
JOSEPH W. McGOUGAN, P.E.
J. CHARLES McGOUGAN, P.E.
JAMES F. BIVINS, P.E.
M. BRIAN SEXTON P.E.
ELF k - F R 0
On behalf of Hoke County please find the referenced Fast -Track Application and supporting
documents listed below.
1. One (1) original and one (1) copy of the application.
2. One (1) copy of the Flow Tracking Form from the "Beaver Creek Sewer Interceptor
Project" (WQ0022891 Modified). The flow stream for this project is tributary to the
"Beaver Creek Interceptor" and was accounted for in the permitting of that project.
3. A $480 check for the application fee.
4. A portion of a USGS quad map marked up to indicate the project components. Please
note the Quad Map is the same one used for the "Beaver Creek Interceptor". It has
been edited to include the components from this project.
5. A street level project map (this map offers more project detail than the USGS map). This
map is one we have used to exhibit the changes and improvements to the Hoke County
sewer system in this area.
The project will modify the pumps and appurtenant force system for the "Hoke Landing Sewer
Improvements" (Permit No. WQ0022729 Modification). The existing submersible duplex
grinder pump station located adjacent to Hwy. 401 near the Hoke Landing Shopping Center is
presently equipped with 16 HP ABS Model 125/2D pumps. The force main system is comprised
of 3" and 4" pipe extending approximately 10,550 linear feet along Club Pond Road and
Rockfish Road from the pump station to a discharge point into an existing 8" gravity main near
the intersection of Rockfish Road and Philippi Church Road.

Mr. Trent Allen
Page 2
March 29, 2011
The existing 16 HP grinder pumps will be replaced with smaller 10 HP grinder pumps. The force
main system will be modified to discharge into the Beaver Creek Interceptor (WQ 0033891
Modified) which exists across Club Pond Road from the Hoke Landing Commercial Facility.
Once complete the existing 3" and 4" force main along Club Pond Road and Rockfish Road will
be abandoned in place. This relocation of the discharge point allows flow from Hoke Landing to
ultimately be diverted to the proposed Hoke County Wastewater Treatment Facility.
The downstream sewer is the Beaver Creek Interceptor (WQ 0033891 Modified) and ultimately
the City of Raeford at present. There is no new flow; however the customer base for the Hoke
Landing collection system has expanded since the project was originally permitted for a flow of
7,338 gallons per day. According to regulatory guidelines the flow accepted by the Hoke
Landing collection system and diverted to the Beaver Creek Interceptor by this project is
approximately 25,710 gallons per day. This does not include the East Hoke Middle School
whose flow has already been diverted to the Beaver Creek Interceptor. A spreadsheet
summarizing the current flow is attached to the permit. Likewise the pump station which is
part of the Beaver Creek Interceptor is designed for a full build out at Hoke Landing of 57,600
gallons per day.
Hoke County recently received Permit No. WQ0035111 for the "Hoke Landing Sewer
Extension". The project has not been constructed. The "Hoke Landing Pump Station
Modification" will replace WQ0035111 as the means to divert flow from the Hoke Landing
Commercial Center into the Beaver Creek Interceptor. Hoke County may ask for this permit to
be rescinded in the future.
On behalf of Hoke County we appreciate your assistance permitting of this project. If you have
any questions concerning this package please contact me at this office.
Sincerely,
MARZIANO & McGOUGAN, P.A.
Charlie McGougan, P.E.
Attachments
Cc: Mr. Dennis Baxley, Hoke County
Mr. Mike Dean, Hoke County