WQ0042585_Application (FTSE)_20210603

State of North Carolina
L) Department of Environmental Quality WRDivision 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 ai3plication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquay_Varina, NC (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: Jay T. Meyers, PE per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuguay:Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: [phone] Email Address: me ers fu ua-varina.or
11. PROJECT INFORMATION:
1. Project name: Carolina Gardens Subdivision - Phases 13-18
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermitfProject
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.56, Longitude: -78.77
5. Parcel ID (if applicable): 0665968722 0665982183 0666705143
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION: r
1. Professional Engineer: Mike Zaccardo. PELicense Number: 022321
Firm: Timmons Grou
Mailing address: 5410 Trinity Road Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: mike.zaccardo(@timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: North Harnett Regional WWTP
Owner Name: Harnett County
Permit Number: NCO021636
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ9039437 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Numbers if a Iicable : WQCS00193
Owner Name(s): Town of Fu ua -Varina
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FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. ff 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 A reement FORM: DEV been attached?
❑ Yes ❑No ®NrA
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes []No EN. -'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 ❑ MedicaI / dental / veterinary facilities ® Swimming Pool rClubhouse
ElFood and drink facilities ElChurch ❑ 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 )
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f}? ® Yes ❑ No
D If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)
Daily Design Flow "b
No. of Units
Flow
Residential - 4 bedroom
300 gal/day
179
53,700 GPD
Amenity Building
11,000 gal/day
1
11,000 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
64,700 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$. Q2A-4-4).
b Per 15A NCAC 02T ,01 14(c), design Flow rates for establishments not identified (in table 15A NCAC 02T.01 I41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 64,700 GPD (per 15A NCAC 02T .0114)
D 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

Vil. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 &MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
length (feet)
Material
8
2,698
PVC
8
3,592
C900
8
155
DIP
➢ Section II & HI 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: LoQgitude: -
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:i
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material
r
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
i
❑ 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 egyal 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: PTA 04-16 Paee 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) ® 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
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 hei ht
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpNe
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
➢ 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 r
4. Does the project require coverageiauthorization 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 02T.0105(c)(6) (additional permits'certificafions)? ® Yes ❑ No
Per I5A NCAC 02T 0 105c 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 reguest is required orior to submittal of the Fast Track Application and supporting documents.
Professional Engineer's JCertificaltion: ,/�� �/f
1, _� t v�y/l"v'-'UG _ _attest that this application for
(Professional Engineer's name fTpm Application Item III.I.
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 143-215.6B, 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. k =
North Carolina Professional Engineer's seal, signature, and date:
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3. Applicant's Certification per 15A NCAC 02T .0106(b): It �. 6 f
1, Q 7, �� i it C— L jr t j're-AQ% attest that this application for
(S gnaturAuthorit�;'s name & title from Application Item I.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.
_ lute; Q Act WZ4
FORM: FTA 04-16 Paee 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: _Town of Fuquay-Varina
Project Name for which flow is being requested:
Carolina Gardens Ph 13-18
More than one FTSE may be required for a single project if lite owner of the WWTP is not responsible for all pump
stations along the route of Ili 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
c�
b.
WWTP Facility Permit #: NCO021636
A11 flows are in MGD
c.
WWTP facility's permitted flow
2.600
d.
Estimated obligated flow not yet tributary to the WWTP
0,569
�-
e.
WWTP facility's actual avg. flow
1.490
f.
Total flow for this specific request
0.065
g.
Total actual and obligated flows to the facility
2,124
h.
Percent of permitted flow used
81.69%
11. 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)4(B+C)
(F)—(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 I pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
r Flow
Capacity***
Hidden
39437
0,720
0.288
0.028
0.175
0.203
0.085
* 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): Hidden Valley -
Downstream Permit Number: 0039437
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Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jar T Me rimers, PE�^ r_ _ 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 f
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.
Title of Signing Official
r-
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation. Town of Fuqua-Varina
Project Name for which flow is being requested: Carolina Gardens Phase 13-18
More than one FTSF may he required. for a single project if the owner of the K'WTP is not responsible for all pump
stations along the route of the proposed wastewater flow,
1. 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
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. -+- Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
h. Percent of permitted flow used
A11 flows are in MGD
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
an
1.798 MGD
0.569 MGD,
0.113 MOD
0.534 MGD
11
0.582 MOD
4
6.042 MGD
1.472 MGD
0.836 MGD
3.008 MGD
0.726 MGD
0.065 MGD
7.901; MGD
2.106 MGD
0.949 MGD
3.542 MGD
1.308 MOD
105.4%
*North Harnett WWTP is being evaluated by HWR for planned future expansion.
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Page 1 of 4

List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow"
(Name or
Capacity, * (Firm ! pt),
Number)
MGD MGD
(B)
(C)
(D)=(B+C)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
MGD
MGD
Flow
(E)=(A-D)
Available
Capacity***
SLS 120 14.4 5.76 3.558 1.695 5.253 0.507
* 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): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
111. Certification Statement:
I Steve Ward 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
in 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 lI plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing Official Signature Date
Page 2 of 4

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuqua,, Varina
Project Name for which flow is being requested: Carolina Gardens PS Abandonment
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 wastewaterjImv.
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
7.5 MGD
Fuquay-Varina Allocated Flow
2.60 MOD
Lillington Allocated Flow
1.20 MGD
Angier Allocated Flow
1.008 MGD
vQ �'
d.
Estimated obligated flow not yet tributary to the WWTP
2.011 MGD
Z
FV Obligated Flow NYT
0.782 MGD
Lillington Obligated Flow NYT
0.113 MGD
p.
HC Obligated Flow NYT
0.534 MGD
Angier Obligated Flow NYT
0.582 MGD
O
e.
WWTP facility's actual avg. flow
6.042 MGD
FV Actual Flow
1.472 MGD
Lillington Actual Flow
0.836 MGD
HC Actual Flow
3.008 MOD
Angier Actual Flow
0.726 MGD
f.
Total flow for this specific request
0.000 MGD
g.
Total actual and obligated flows to the facility
8.053 MGD
FV Actual Avg. + Obligated Flow
2.254 MGD
Lillington Actual Avg. + Obligated Flow
0.949 MGD
HC Actual Avg. + Obligated Flow
3.542 MGD
Angier Actual + Obligated Flow
1.308 MGD
h.
Percent of permitted flow used
107.37%
*North Harnett WWTP is being evaluated by HWR for planned future expansion.
I1. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
n
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r
Page 1 of 4

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 ! p0,
Daily Flow.
Daily Flow,
Obligated
Available
Number)
MGD MGD
MGD
MGD
Flow
Capacity***
SLS 120 14.4 5.76 3.558 1.903 5.461 0.299
* 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 (pfl 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): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
III. Certification Statement:
I Steve _Ward 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
in 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 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptant of this wastewater flow,
�) �'2 - �/
Signing O}ficial Signature Date
Page 2 of 4

PROJECT NARRATIVE
Project Name: Carolina Gardens Phases 13-18
Location: Fuquay Varina, Wake County, NC
Owner: Pulte Home Company LLC
1225 Crescent Green Drive Suite 250
Cary, NC 27518
Developer: Pulte Home Company LLC
1225 Crescent Green Drive Suite 250
Cary, NC 27518
Consultant: Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJF-CT DESCRIPTION AND NARRATIVE:
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The proposed project is inside Fuquay Varina jurisdictional limits and is located along Purfoy Road,
south of the intersection with Holland Road. The scope of this project will include the construction of
179 residential lot, cabana/pool amenity building, and associated roads in phases 13-18.
The proposed public sewer extension will provide domestic service to Phases 13-18 of Carolina
Gardens Subdivision on a 87.89-acre tract of land (Phases 13-18) in Fuquay Varina, NC.
Development Flow Rate: 64,700 gpd
(179) single-family houses @ 75 gpd/unit (assuming 4-bedroom units)
(1) amenity building @ 11,000 gpd

USGS Map
Fuquay-Varina — North Carolina
7.5- Minute Series
V
36'
40
KII
I:J
cI
36

SITE
VICINITY MAP

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A- Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allwav:
!LIP,�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANO NATURAL RESOURCES
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
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 in 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. Regard Im
of the adjusted design 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 t,f 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, pr2ject name,_pernritted flow, new flow
under reduction and the difference between thm
em). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center, Rileibh, North Carolina 27699-16! i Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

T I M M O N S GROUP NC Dept of Environmental Quality
YOUR VISION ACHIEVED THROUGH OURS.
JuN - 3 2021
TRANSMITTAL Raleigh Regional Office
TO: NCDENR-Raleigh Regional Office„
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
❑ ENCLOSED PLEASE FIND
❑ WE ARE SENDING UNDER SEPARATE COVER_
Date:06/01 /2021 Job #:40697
Project: Carolina Gardens PHs 13-18
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinity Ma
1
5
Flow Acceptance Form/ Certification Statement
1
6
Check for $480
1
7
NCDENR Letter Dated Nov. 8 2001 — Flow Reduction
THESE ITEMS ARE TRANSMITTED:
!f enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-866-4944 or dexter,howelltimmons_com.
Thank you,
Dexter Howell
Project Manager
SIGNED:
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