WQ0045272_Application_20240404

MR
Division of Water Resources
n,D r,
` State of North Carolina
Department of Environmental Qualityc'3LEf Division of Water Resources
APR 4 MT TRACK SEWER SYSTEM EXTENSION APPLICATION
h_ FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
l . Applicant's name: Town of Fuquav-Varina (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: Michasel Wagner per 15A NCAC 02T .0106{b)
Title: Director of Public Utilities
4. Applicant's mailing address: 134 N. Main Street
City: Fuquay-Varina State: NC Zip: 27626-
5. Applicant's contact information:
Phone number: 9( 19) 552-1414 Email Address: MWaeneraFuauay-Varina.orR
II. PROJECT INFORMATION:
1. Project name: Providence Oaks Subdivision Phase 2 & 3
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.547369 Longitude:-78.789236"
5. Parcel ID (if applicable): 0665341690. 0665340146, 066514829, 0665142122 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark P. Ashness License Number. 18894
Firm: CE Group. Inc
Mailing address: 301 Glenwood Ave. Suite 220
City: Raleigh State. NC Zip: 27603-
Phone number: [phone] Email Address: mark(a cegroupinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NCO021636
Owner Name: Harnett Regional Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0044324
2. Downstream (Receiving) Sewer Information: 8 inch
X. Gravity 0 Force Main
3. System Wide Collection System Permit Number(s) (if applicable). WQCS000193
Owner Name(s): Town of Fuquav-Varina
FORM: FTA 10-23 Page l of 5

VI. 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 OlDerational Agreement (FORM: DEV) been attached?
[:]Yes [:]No ® N/A
3. If the Applicant is a Home::Property Owners' Association, has an HOAIPOA Operational Ap-reement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N.-A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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_ °•o Domestic % Commercial °}o Industrial {See 15A NC'AC 02T .0103[201
If Industrial, is there a Pretreatment Program in effect? ❑ Yes[] No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f) ® Yes ❑ No
If yes, Brovide a copv of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow '°
No. of Units
Flow
Residential Single -Family
300 gal/dayiunit
134
40,200 GPD
gaV
GPD
gal.'
GPD
gaV
GPD
gaV
GPD
gaV
GPD
Total
40,200 GPD
a See ISA NCAC 02T .01141b1. (d). (ex.l) and fie 21 for caveats to wastewater design flow rates (i.e. 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 Q. S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 40.200 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
D Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station.Torce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,484
SDR-35 PVC
8
865
CL 350 DIP
8
1,664
C-400 PVC
➢ Section 11 & 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: -.
3. Total number of pumps at the pump station:
3. Design flow of the pump station: -millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): _ gallons per minute (GPM) at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T.A305 ULIJ:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - t5A 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separationsfalternatives found in 15A NCAC 02T .0305(f) & (a)? ® Yes [—]No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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 1 or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(f) oLUJ see Section X.1 of this application
*15A NCAC 02T.0305(c) contains alternatives where separations in Q2T.0305i f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications uebpaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
Y If no, please refer to 15A NCAC I8C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes []No ® NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: Cape Fear ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 26.0202
5. Does the project require coverageiauthorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number.' permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0103(c1t61 (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per l 5A NCAC 02�0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 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 Gravit)� Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance. -Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects reauirin¢ a variance approval may be subject to longer
review times. For ro'ects reguirintz two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, Mark P. Ashness, PE , attest that this application for Providence Oaks Phase 2 & 3
(Professional Engineer's name from Application Item III.1 ) (Project Name from Application Item II.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,
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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NC AC 56.070 )
North Carolina Professional Engineer's seal, signature, and date:
• •• sr'. z
�'•
k s
9 .
SEAL
18894
!...... .. .....
3. Applicant's Certification per 15A NCAC 02T ,0106(b):
1, Michael Wagner , attest that this application for Providence Oaks Phase 3 & 4
(Signature Authority Name from Application Item L3.) (Project Name from Application Item 11 1)
attest that this application 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 143-215.613, 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.
Signature: Date: 03/05/2024
FORM: FTA 10-23 Page 5 of 5

m
NC Dept oafEnviron�:xe::;ai Qciality
APR 4 2024
State of North Carolina
DWK
ligh�;�„� Department of Environmental Quality
Division of Water Resources
[Division of water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Providence Oaks Ph 2 & 3 (FV) _
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 wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Harnett County Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 7.500
d. Estimated obligated flow not yet tributary to the WWTP 3.362
e. WWTP facility's actual avg. flow 4.451
f. Total flow for this specific request 0.040
g. Total actual and obligated flows to the facility 7.853
h. Percent of permitted flow used 104.7%*
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
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm 1 pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
SLS-120
14.4
5.760
3.348
2.564
5.912
-0.152
* The Firm Capacity (design flow) 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 (pfl not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): North HarnettRegional WWTP
Downstream Permit Number: NCO021636
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Steve Ward, Utilities 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 H plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
—?— rr- ).- y
Signing Officia Signature Date
HRW Director
Title of Signing Official
*Construction contract awarded to expand the N14RWWTP treatment capacity on December 4, 2023.
Page 2 of 8
1*TSE 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
43.37 % and 2.564 MGD of the Available Capacity (E) in Pump Station
SLS-120 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.3 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
TBD _ is in design or under construction with
planned completion in T TBD ;and/or
d. The following applies:
HRW has received earmarked f indirg, for a regional project to divert some flow from
SLS-120 to a direct manifold to the SLS-120 force main. The pERject is planned for the
2025-2026 fiscal year.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system. f 1 y„
Signing Offlcial Signature
Date
Page 3 of 8
FTSE 10-23

DW.R APR 4 2024
NC Dept ofEnviron.nezital Quaiio/ State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
Raleigh Regional Office (FTSE 10-23)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Providence Oaks Phase 2 and 3
More than one FTSE may be required for a single project tf the owner of the WWTP is not responsible for all pump
stations along lire route of lire proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 2.600
d. Estimated obligated flow not yet tributary to the WWTP 0.462
e. WWTP facility's actual avg. flow 1.493
f. Total flow for this specific request 0.040
g. Total actual and obligated flows to the facility 1.995
h. Percent of permitted flow used 76.7%
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)
Design
Pump Pump
Average
Approx.
Station Station
Firm Daily Flow'"
Current
(Name or Permit
Capacity, * (Firml pf),
Avg. Daily
Number) No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): ToFV to Kenneth Creek/Neils Creek Int
Downstream Permit Number: WQCS00193 to WQ0028647
Page 1 of 8
PTC1~ 1 A II

III. Certification Statement:
I Michael Wagner 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official
Public Utilities Director
Title of Signing Official
Date
Page 2 of 8
FTCR I n 7'2

NC Dept Erv:rc,j,,ferltai Qtjali,�r
r
APR 4 2024
PROJECT NARRATIVE Ra1eighReg;onal office
The proposed Providence Oak subdivision is located on a +1- 42.04-acre tract within the
Town limits of Fuquay-Varina. It is located along Rogers Road SR 2770 near the
intersection with Angier Road SR 2769. This permit represents Phase 2 & Phase 3 of
the 4 phases of planned single-family development, final phases. Phase 2 & Phase 3 will
consist of 134 single-family lots proposed with 4-bedroom homes. Town of Fuquay-
Varina has a flow reduction to allow 75 gpd 1 bedroom, so 300 gpd per unit has been
utilized for a total permitted flow of 40,200 gpd. Both phases will tie into the proposed
Phase 1 (WQ#0044324) currently under construction.

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SEWER LAYOUT EXHIBIT NORTH
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FUQUAY-VARINA, NC (I
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Department of Environment
and Natural Resources
Division of Water Quality live A
N fA
Michael F. Easley, Governor
William G. Ross Jr., Secretary NCDENR
Gregory J. Thorpe, Ph.D., Acting Direet0rnel?tof Erv!rottiNOR L(C„�LINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 7,, rtsfl014 2024
Raleigh Regional Q�'ice 0 $ Out
Mr. Michael A. Allway, Assistant Town Manager ,�(
Town of Fuquay-Varina
401 Old Honeycutt Road p1m AtJ-d8dW
Fuquay-Varina, North Carolina 27526
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
Dear Mr. Allway:
On September 10.2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings iu the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .0219(1)(3).
Based on the information submitted, the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adiusted desi dailv wastewater flow rate. at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES permit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, project name, Permitted flow, new flow
under reduction and the difference,between them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since
L'
Gregory J. Thorpe, Ph.D.
CC' Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, Nurth Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper