WQ0040251_Application_20180822

State of North Carolina
t DEQIDWR Department of Environmental Quality
AUGDWR 12 20t Division of Water Resources
15A NC C 02T . 300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application N umber(�j)QI (to be completed by DWR)
II items must be completed or the annlication %ill be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Hoke County Public Works (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Hilton Villines per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: PO Box 240
City: Raeford State: NC Zip: 28376-
5. Applicant's contact information:
Phone number: (9_ 10) 848-0385 Email Address: hvillines6Dhokecounty.org
II. PROJECT INFORMATION:
1. Project name: Wedgefield Phase IV Subdivision
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Hoke
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.035786' Longitude:-79.117944'
5. Parcel ID (if applicable): 494660101002
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: C. Scott Brown, PE License Number: 027452
Firm: 4D Site Solutions, Inc
Mailing address: 409 Chicago Drive, Suite 112
City: Fayetteville State: NC Zip: 28306-
Phone number: [phone] Email Address: sbrown(d-Odsitesolutions.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Hoke County WWTF Permit Number: NCO089176
Owner Name: Hoke County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ9037074 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00352
Owner Name(s): Hoke County
FORM: FTA 04-16 Page 1 of 5

�r ,
V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes []No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
4Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(f1)
Daily Design Flow e.n
No. of Units
Flow
3 bedroom homes * 70 gpd/bedroom
210 gal/day
50
10,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
10,500 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 10,500 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

I a
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 2,887 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

• IX. & SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (a)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes [—]No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(¢) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications web apse
➢ If noncompliance with 02T.0305(f) or (2). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 021.Q 05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 I 05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
I, !�;afowrj attest that this application for
(Professional Engineer's name from Application Item IIl.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). 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 General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification ' in any application package 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.
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North Carolina Professional Engineer's seal, signature, and date: Q . ••,S. ,,•���.,
SEAL_
_ 027452
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SC 59`
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3. Applicants Certification per SSA NCAC 02T .0106(b):i _ n
attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
Signature: Date: 7`
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dtvlston of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Hoke County Public Utilities
Project Name for which flow is being requested: Wedgefield Phase IV
More than one FTSE 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 wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Hoke County WWTF
b. WWTP Facility Permit #: NCO089176
All flows are in MGD
c. WWTP facility's permitted flow 1.50 mgd
d. Estimated obligated flow not yet tributary to the WWTP 0.4180 mgd
e. WWTP facility's actual avg. flow 0.3350 mgd
f. Total flow for this specific request .0107 mgd
g. Total actual and obligated flows to the facility 0.7640 mgd
h. Percent of permitted flow used 50.9 %
II. 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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow'"* Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
HWY 401 1.037 0.415 0.098 0.194 0.292 0.122
Regional 3.750 1.500 0.325 0.410 0.735 0.765
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Hoke County
Downstream Permit Number: WQCS00352
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Hilton Villines, Utilites Director certify to the best of my knowledge that 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, given the implementation of
the planned improvements identified in the planning assessment where applicable. 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 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
g- /q-
Date
Page 2 of 6
FTSE 04-16

lr�CUL--iIIr_-.1
AUG 222018
$: 3,0ti
WQROS
=AYETTE�11[1_!= OFFICE
FOR SECURITY PURPOSES, THE FACE OF THIS DOCUMENT CONTAINS A COLORED BACKGROUND AND MICROPRINTING IN THE BORDER
64003
4D SITE SOLUTIONS, INC BB&T
► 409 CHICAGO DRIVE FAYETTEVILLE, NORTH CAROLINA
w SUITE 112 66-112/531 8/16/18
FAYETTEVILLE, NC 28306
PAY
TO THE
ORDER OF NCDEQ $ **480.00
Four Hundred Eighty and 00/100********* DOLLARS
NCDEQ
MEMO
\J�'VJ
A THORIZED SIGNATURE
1119-

ODWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Hoke County Public Works (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Hilton Villines per 15A NCAC 02T .0106(b) RLutilItu
Title: Public Utilities Director DE01 YR
4. Applicant's mailing address: PO Box 240 AUG 2 2 2018
City: Raeford State: NC Zip: 28376- % ;.1Oct
5. Applicant's contact information: WQROS
Phone number: (910 848-0385 Email Address: hvillinesghokecounty.org FAY�E RLE FECIONAL.OFFICE
1I. PROJECT INFORMATION:
I . Project name: Wedgefield Phase IV Subdivision
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Hoke
FOR SECURITY PURPOSES. THE FACE OF THIS DOCUMENT CONTAINS A COLORED BACKGROUND AND MICROPRINTING IN THE BORDER
64003
4D SITE SOLUTIONS INC BB&T
409 CHICAGO DRIVE FAYETTEVILLE, NORTH CAROLINA
SUITE 112 66-112/531 8/16/18
FAYETTEVILLE, NC 28306
PAY
TO THE
ORDER OF NCDEQ $ **480.00
Four Hundred Eighty and 00/100 DOLLARS
NCDEQ
MEMO
1119-Wed Afield Ph IV sewer a nII �EL'DA THORIZED SIGNATURE
pr rq liitt'FEAT�6 INCLUDED. DETAILS ON BACK �a
W QL
Owner Name(s): Hoke County
FORM: FTA 04-16 Page I of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Hoke County Public Works (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Hilton Villines per 15A NCAC 02T .0106(b) KtL,1 0 CU
Title: Public Utilities Director DEQ1 WR
4. Applicant's mailing address: PO Box 240
City: Raeford State: NC Zip: 28376- AUG 2 2 201�
$ : 3 oc4-
5. Applicant's contact information:
Phone number: 910 848-0385 Email Address: hvillinesp_hokecounty.or � R®S
( ) � FAYEi�I: !4_I - �7_ N -�! OFFICE
II. PROJECT INFORMATION:
1. Project name: Wedgefield Phase IV Subdivision
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Hoke
FOR SECURITY PURPOSES, THE FACE OF THIS DOCUMENT CONTAINS A COLOREDBORDER
64003
�. 4D SITE SOLUTIONS, INC BB&T
409 CHICAGO DRIVE FAYETTEVILLE, NORTH CAROLINA
_? SUITE 112 66-II2/531 8/16/18
FAYETTEVILLE, NC 28306
PAY
TO THE
ORDER OF NCDEQ $ **480.00
Four Hundred Eighty and 00/100 DOLLARS
NCDEQ
MEMO
Owner Name(s): Hoke County
FORM: FTA 04-16
Page 1 of 5

August 20, 2018
NCDEQ
Fayetteville Regional Office
Attn: Johnathan Watts
225 Green Street, Suite 714
Fayetteville, NC 28301
A4Dsite
solutions
civil engineering I land surveying
AUG 2 1 2018
DEQ-FAYETTEVILLE REGIOMLOFROE
RE: Sewer Application, Wedgefield Phase IV Subdivsion, Hoke County, North Carolina
Johnathan;
Attached is the sanitary sewer application package for Wedgefield Phase IV subdivision.
A check for the $480 review fee is also enclosed.
I look forward to working with you on this project. If you have any questions or
concerns, please feel free to contact us.
Sincerely,
4D Site Solutions, Inc.
V�1A
Scott Brown, PE
[e-mail]
Enclosure
409 Chicago Drive, Suite 112, Fayettevitle, NC 28306
office 910-426-6777 fax ' 910-426-5777
On time, every time. .. 4Dsitesolutions -

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 2, 2011
Via Electronic Mail ([e-mail])
J. Vance McGougan, P.E.
Water Resources Engineering Department
P.O. Box 1089
Fayetteville, NC 28302
Subject: Hoke County
Residential Flow Reduction Request
Dear Mr. McGougan:
Dee Freeman
Secretary
On March 24, 2011, the Pretreatment, Emergency Response and Collection System (PERCS) Unit of the
Division of Water Quality received a flow reduction request for Hoke County connections discharging to the
Fayetteville PWC Rockfish Creek WWTP (NC0050105). The letter requests an allowable flow rate of 70
gpd/bedroom based on the evaluated data from the Westgate Subdivision lift station and water usage data.
The SCADA system data from the Westgate Subdivision lift station from June 2008 through May 2009
was analyzed by PERCS Unit and Regional Office staff. The highest usage month was September 2008.
Based on the data, the Division hereby grants a reduction in flow to 70 gpd/bedroom (minimum of 140
gpd for 1 and 2 bedroom residences) for Hoke County sewer extension permits issued tributary to the
Fayetteville PWC Rockfish Creek WWTP.
Regardless of the adjusted design daily wastewater flow rate at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed the capacity of the
sewers downstream of any new sewer extension or service connection(s).
If you have any questions or comments regarding this matter, please contact Sarah Morrison at (919)
807-6310, or email [[e-mail]] or Deborah Gore, Unit Supervisor at [phone], or
email [[e-mail]].
Sincerely,
*4-�e
,6 Coleen H. Sullins
cc: Trent Allen, Fayetteville Regional Office (via email)
Tony Hunt, Chairman; 227 N. Main St.; Raeford, NC 28376
Tim Johnson, County Manager (via email [e-mail])
Dennis Baxley, Utility Director (via email [e-mail])
Joe Glass, P.E, Fayetteville PWC (via email [e-mail])
NPDES Permit File NCO050105
PERCS Flow Reduction File
1517 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 One
N
Phone: 919-807-M \ FAX: [phone] PERCS Unit FAX: [phone] Customer Service: 1-877-623-6748 O hCarolina
Internet http://Dortal.nedenr.orQ/weblwa! PERCS Unit: http•//portal ncdenr oMN@t§dswo/ps/pret Naturally
An Equal Opportunity 1 Affirmative Action Employer

LWIWA
j*w
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 2, 2011
Via Electronic Mail (vance.mcgoug_an(&faypwc.com)
J. Vance McGougan, P.E.
Water Resources Engineering Department
P.O. Box 1089
Fayetteville, NC 28302
Subject: Hoke County
Residential Flow Reduction Request
Dear Mr. McGougan:
Dee Freeman
Secretary
On March 24, 2011, the Pretreatment, Emergency Response and Collection System (PERCS) Unit of the
Division of Water Quality received a flow reduction request for Hoke County connections discharging to the
Fayetteville PWC Rockfish Creek WWTP (NC0050105). The letter requests an allowable flow rate of 70
gpd/bedroom based on the evaluated data from the Westgate Subdivision lift station and water usage data.
The SCADA system data from the Westgate Subdivision lift station from June 2008 through May 2009
was analyzed by PERCS Unit and Regional Office staff. The highest usage month was September 2008.
Based on the data, the Division hereby grants a reduction in flow to 70 gpd/bedroom (minimum of 140
gpd for 1 and 2 bedroom residences) for Hoke County sewer extension permits issued tributary to the
Fayetteville PWC Rockfish Creek WWTP.
Regardless of the adjusted design daily wastewater flow rate at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed the capacity of the
sewers downstream of any new sewer extension or service connection(s).
If you have any questions or comments regarding this matter,
807-6310, or email [[e-mail]] or Deborah Gore,
email [[e-mail]].
Sincerely,
please contact Sarah Morrison at (919)
Unit Supervisor at [phone], or
,� Coleen H. Sullins
cc: Trent Allen, Fayetteville Regional Office (via email)
Tony Hunt, Chairman; 227 N. Main St.; Raeford, NC 28376
Tim Johnson, County Manager (via email [e-mail])
Dennis Baxley, Utility Director (via email [e-mail])
Joe Glass, P.E, Fayetteville PWC (via email [e-mail])
NPDES Permit File NCO050105
PERCS Flow Reduction File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
NorthCarolina
Phone: [phone] \ FAX: [phone] \ PERCS Unit FAX: [phone] \ Customer Service: 1-877.623-6748
Internet hb://oortal.ncdenr.oro/web/wal PERCS Unit: http://portal ncdenr org/web/wolswo/ostpret Naturally
An Equal Opportunity 1 Aifinnah* Action Employer