WQ0044779_Return Application_20231127

Application Returned
r Nov 27 2023
IBC Dept of Environsllental Quality
State of North Carolina
R Department of Environmental Quality
SEP 2 7 202' Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 At SUPPORTING DOCUMENTATION
Rate g�LR&Cional MCC
Application Number: ' =Q-441T (to be completed by DWR)
All items must he completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquay-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: Michael Wagner per I SA NCAC 02T .01061tz}
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuquay-Varina State: NC Zip:27526
5. Applicant's contact information.
Phone number: 919 567-3i1 l Email Address: mwagRefOfugug-varina.org
11. PROJECT INFORMATION:
1. Project name: Holston Subdivision V I4
2. Application/Project status: ❑ Proposed (New Permit) ® Existi g 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: 35,57795° Longitude:-78.8339b°
S. Parcel ID (if applicable): 0646-95-5743 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Mike Roselli. PE License Number: 040768
Firm: Underfoot Engineering Inc
Mailing address: 1149 Executive Circle Suite C
City: CM State: NQ Zip: 27511
Phone number: [phone] Email Address: mroseli�underfootengincering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harriett Regional WWTP Permit Number:NC002L636%
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): W CS00193
2. Downstream (Receiving) Sewer Information: 8 inch 9 Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina I
FORM: FTA 06-21 Page 1 of 5

VL GENERAL REQUIREMENTS
NC Dept of Environmental Quality
Oct 23 2023
Raleigh Regional Office
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 HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I15(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 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103 (20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes ❑ No
➢ If ves, provide a coov 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
Single Family Residential
75 gal/*4 bedroom
82
24,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
24,600 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: 24,600 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force 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 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02� I' .1130,5 & MDC (CravitY Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1584
Phase I - PVC
8
1184
Phase I - DIP
8
1084
Phase It - PVC
8
1450
Phase I1- DIP
➢ Section 1I & Ill 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 .03 & MDC (Fumy Stations/Force Mains): .
PROVIDE A SEPARATE COPY QF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS BQJECT
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 2.0IC. I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)_il):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 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 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS -- (02B .0200 & I5A NCAC 02T .0305(f));
1. Does the project co_nply with all separationsWtematives found in i5A NCAC 02T.03&Sft&1217 ❑ Yes ❑ No
I M NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* _ Separation Required
Storm sewers and other utilities not listed below (vertical)
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
18 inches
?Water mains (horizontal) _
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
10 feet
18 inches
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class It impounded_ reservoirs used as a source of drinking water, and associated wetlands.
*"Waters classified WS (except WS-1 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)
**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.
Any building foundation (horizontal)
t00 feet
50 feet
10 feet
5 feet
Any basement (horizontal)
10 feet n
Top slope of embankment or cuts of 2 fee_ t or more vertical height
Drainage systems and interceptor drains
Any swimming pools k
10 feet
5 feet
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305M or (a). see Section X.1 of this amlication
* 15A NCAC 421&_Q gW contains alternatives where separations in 02T_0305 1) cannot be achieved. Please check "yes"
above if the*e alternatives are used and provide narrative information to explain.
**Stream classlfeations can be identified using the Division's ? Surfatt W11ter [:Ja.' tone ]�r�asrc
5 .
2. Does Jis project comply, Witif the minimum separation requirements for water mains? ❑ Yes ®No ❑ NIA
➢; Afno, please refer to,l SA NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signe"ehled by an NC licensed PE, verifying the criteria outlined in that Rule.
3. D64.the project comply with separation requirements for wetlands? ® Yes []No ❑ NIA
➢ Plggse, prpvi4e supplementary information identifying the areas of non-conformance.
➢ ASee the Division's t 'separation rNuixn cats for situations where separation cannot be met.
➢ No`varj. tnce'is requfrid 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 0213.02902 ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B; 0202
5. Does the project require coveragelauthorization 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 02J. 105LQ(§) (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 IAA NCAC 02T.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, inciuding 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(aX5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with J5ANCAC 02Ta the Minimum Design Criteria for the _ermiriir oi.PurnR 'cation
and force Mains (latest version). and the Cravity SSgwt r MininlMni!_[ esigq 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. Aooroval of the request will be issued
concurrently with the annrovai of the nermit, and nroiects reauiring a variance anaroval may be subject to longer
review times, For protects requiring two or more variances or where the variance is determined by, the Division -to -be a
significalit portion of the project, the full technical review is re ulr d.
2. Professional Engineer's Certification:
1, _Mike Roselli, PE , attest that this application for Holston Subdivision—
(Professional Engineer's name from Application Item III ; ) (Project Name from Application Item B 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,
Minimum Design Criteria for Gravity Sewers (latest version). and the Minimum Design Criteria for the Fast! Crack Petmiii[ne
of Pum© Stations and Force Mains (Igtgst 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. 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 licc
North Carolina Professional Engineer's seal, signature, an
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Michael Wagner , attest that this application for Holston Subdivision
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item H.1)
attest that this application has been reviewed by me and is accurate and complete to the best or 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: 09/18/2023
FORM: FTA 06-21 Page 5 of 5

NC Dept of Environmental Quality
Oct 23 2023 State of North Carolina
Raleigh Regional Office Department of Environmental Quality
Division of Water Resources
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: Holston Subdivision
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: North Harnett Regional WWTP
b. WWTP Facility Permit 4: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 2.600
d. Estimated obligated flow not yet tributary to the WWTP 0.472
e. WWTP facility's actual avg. flow 1.493
f. Total flow for this specific request 0.024
g. Total actual and obligated flows to the facility 1.989
h. Percent of permitted flow used 76.5%
IL 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
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Avery
0039197
.108
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow**
Avg. Daily
Tributary
Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
043
026
019
045
-0 002
HWY 42 WQCS00193 .144 .058 .023 .039 .062 -0.004
Southern WQCS00193 .936 .374 0.285 .216 .496 -0.122
* 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/Neil sCreek
Downstream Permit Number: WQCS00193 to WQ0028647
Page 1 of 6
FTSE 10-18

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 Offi
Public Utilities Director
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
57.7 % and .216 MGD of the Available Capacity (E) in Pump Station
Southern Oaks : and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.075 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
SOuthern Oaks Gravity Sewer is in design or under construction with
planned completion in December 2024 ; and/or
d. The following applies:
The Town awarded a design -build contract to TA Loving and WithersRavenel to design,
permit, and construct a gravity sewer extension project taking the Southern Oaks Pump
Station and the Hwy 42 Pump Station offline. The substantial completion date is October
2024. The Avery Crossing Pump Station will be upsized with this proposed sewer
extension.
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.
Signing Offi
10/23/2023
Date
Page 3 of 6
FTSE 10-18

Ntate 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. Allway:
4 0 0
0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
NC Dept of Environmental Quality
Oct 23 2023 AEI JV 0 8 2001
Raleigh Regional Office
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. Regardless
of the adjusted desien 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 now, 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
C'
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
FIow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-16I7 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Emplover 50% recycled/ 10% post -consumer paper

NC Dept of Fnvirollmelltal ��►a!i t
y
SEP Z 7 2023 State of North Carolina
DWRPalei _ Department of Environmental Quality
Re !oval offil C, Division of Water Resources
DMslon of v ;,e► Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Holston Subdivision V
More than one ME may be required for a single project if the owner of the WWTP is not responsible for alr 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: North Harnett Regional WWTP
b. WWTP Facility Permit M NCO021636
Aliflows are in MGD
c. WWTP facility's permitted flow 7.5 MGD
Fuquay-Varina Allocated Flow 2.60 MGD
Lillington Allocated Flow 1.20 MGD
Angier Allocated Flow 1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 3.323 MGD
FV Obligated Flow NYT
0.472 MGD
Lillington Obligated Flow NYT
0.372 MGD
HC Obligated Flow NYT
1.520 MGD
Angier Obligated Flow NYT
0.959 MGD
e. WWTP facility's actual avg. flow
5.339 MGD
FV Actual Flow
1.493 MGD
Lillington Actual Flow
0.597 MGD
HC Actual Flow
2.568 MGD
Angier Actual Flow
0.681 MGD
f. Total flow for this specific request
0.024 MGD (FV]
g. Total actual and obligated flows to the facility
8.686 MGD
FV Actual Avg. + Obligated Flow
1.989 MGD
Lillington Actual Avg. + Obligated Flow
0.969 MGD
HC Actual Avg. + Obligated Flow
4.088 MGD
Angier Actual + Obligated Flow
1.640 MGD
I Percent of permitted flow used
115.81%*
*A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 of 2
FTSE 06-13

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)
Design
Pump
Average Daily
Station
Firm
Flow**
(Name or
Capacity, *
(Firm / pt),
Number)
MGD
MGD
SLS-120
14.4
5.760
(B)
(C)
(D)m(B+C)
(E)-(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
3.367
2.361
5.752
0.008
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can he 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 Rekional 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
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 11 plus all
attached planning assessment addendtm�for which I am the responsible party. Signature of this
form indicates acceptance of this was ter flow.
Signing Official Signature
Page 2 of 2
,I-; /- J--�
Date
ME 06-13

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1149 Executive Circle -Suite C-1, Cary, NC 27511
underfoot
NC Dept of LrivironnjellIal _9 AT�3733 I NCBELS C-3847
ENGINEERING
5EP 2 7 2023 September 26, 2023
Raleigh regional O,q'icc
Raleigh Regional Office Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: HOLSTON SUBDIVISION
Fast Track Application
To Whom it may Concern,
Please find attached the following Fast Track Application for the public portion of improvements
associated with HOLSTON SUBDIVISION, a proposed 82 unit home development on Fleming Road
in Fuquay-Varina, NC.
Attached:
• Application Fee
• Fast Track Application
• Flow Tracking/Acceptance Form
• USGS Topographic Map
• Street Level Aeral Map
Respectfully:
-A--;(
Mike Roselli, PE
Principal
Forward Thinking. Grounded Design.
www.underfootengineering.com

underfoot
ENGINEERING
ATTENTION:
Name: NCDEQ
eeP.90- +ent of Eh7Won&&6r1taI-QuaI1t0
luvislon ofwoteLassau on
Address:-41604Aarret Dave
AddressQuftigb, NC 2/AU9
Oescrl N
Application
1 Cover Letter/Narrative
1 Application Fee $480 payable to NCDEQ
1 Flow Tracking Form FTSE-10-18
1 USGS Topo Map
1 Aerial Location Map
LETTER OF TRANSMITTAL
NC Dept Of LnvlrOjYnc"9tQf0 ing, Inc.
1149 Executive Circle, uite C-1
Cory, NC 2751 '
919.576,9733
SEP 2 7 'I,:' ;
DATE: September 26, 2023
VIA: Riileigh Regl()nal offi�+ nd Delivery
PROJECT: Rolston Subdivision
PROJECT M C21010
RE:
TRANSMITTED:
Fast Track Sewer Permit
For approvo
If you hove any questions or require additional information, please do not hesitate to contact this office at 919.576.9733.
Respectfully,
Mike Roselli, PE
Principal
Forward Thinking. Grounded Design.
www.underfooiengineering.corn 1 of I

From:
Wild, Elaine
To:
Michael Wagner; Mike Roselli
Cc:
Jeffrev Taboada; C21010 - 2408 Fleming; Jay Meyers
Subject:
RE: [External] Re: Holston Subdivision_Incomplete Application Return
Date:
Monday, November 27, 2023 12:36:00 PM
Attachments:
imaae002.ona
imaae003.ono
Dear Michael and Mike,
An email was sent on October 23, 2023 indicating that additional information was needed for the
Holston Subdivision project in order to further process the application for a Fast Track Sewer
Extension Permit. As of today's date, the Division of Water Resources has not received the
additional information requested, therefore, in accordance with 15A NCAC 02T .0107, the project
application is being returned as incomplete. If you wish to pursue permitting for this project, please
submit a completed application accompanied by a new application fee.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be accompanied
with a new application fee."
*Please note that the fee for fast track sewer extension permits has increased to $600 as of
October 3, 2023 [as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Stormwater Fees, Section 12.14(a)].
Sewer Extension Permitting I NC DEQ
Sincerely,
Elaine Wlld
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild andeq.nc.gov
DEQ:
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ

subchapter t rules.pdf (state.nc.us)
From: Michael Wagner <[e-mail]>
Sent: Monday, October 23, 2023 11:51 AM
To: Mike Roselli <[e-mail]>
Cc: Wild, Elaine <[e-mail]>; Jeffrey Taboada
<[e-mail]>; C21010 - 2408 Fleming <[e-mail]>
Subject: [External] Re: Holston Subdivision —Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
1. According to the application submitted on September 27, 2023, this is a modification to an
existing permit. Please update Page 1 with the existing permit number so that this can be
processed as a modification to an existing permit. Additionally, when requesting a
modification, please ensure that the permit number is specified in a comprehensive
narrative that includes a description of what the existing system is and all changes that are
to take place during the modification.
a. I did not catch that on Page 1. II. Project Information #2 should have been
checked as a "new permit"
2. According to Page 1 of the application, the Applicant is the Town of Fuquay-Varina. If the
Applicant is a developer, please update Page 1 to indicate the correct Applicant name and
submit an Operation Agreement between the developer and the Town of Fuquay-Varina,
otherwise, please submit an updated Page 2.
a. Please see attached inserts
3. According to Section VI.6 of the application, there is a flow reduction approval for the
Town of Fuquay-Varina. Please provide the Flow Reduction Approval letter.
a. Please see attached flow reduction letter
4. According to Section IX.2. the project does not comply with the minimum separation
requirements for water mains. Please provide documentation requirements and submit a
separate document signed/sealed by an NC licensed PE, verifying the criteria outlined in
15A NCAC 18C.0906(f).
5. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization
specified in Section IX.5. of the Fast Track Application.
6. On the Town of Fuquay-Varina FTSE form, please confirm the "Total actual and obligated
flows to the facility," items d-f or g of the FTSE to Fuquay-Varina does not appear to be
accurate. Please update and resubmit.
a. Please see attached revised FTSE
7. On the North Harnett Regional WWTP FTSE form, please submit a Planning Assessment
Addendum (PAA) for the expansion project, including expansion completion date.
a. You'll need to get this from Harnett County. Steve Ward was Cc'd in her
email.
8. The topographical and aerial maps submitted are not sufficient. According to Section F of
the Application Instructions, the 8.5-inch x 11-inch color copy of a USGS Topographic Map

and aerial map need to clearly identify the project area, including the closest surface
waters, general location of the gravity sewer, pumpstations, and force mains, and the
downstream connection points for the receiving sewer. Please provide the required maps
according to the application requirements.
Submit a more descriptive narrative. The cover letter/narrative is to include specific
information related to the project including the system type, number of homes being
served, flow allocation, the length of gravity sewer, a description and timeline of each
phase of the project, the 401/404 permit number and permitting status, and any other
relevant information to help process the application for a Fast Track permit. Please refer
to Section B of the Application Instructions for further information.
Mike
Michael Wagner
Public Utilities Director
Town of Fuquay-Varina
Office:
1415 Holland Road
Fuquay-Varina, NC 27526
www.fuquay-varina.ora
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From: Mike Roselli <mrosellina underfootengineering com>
Sent: Monday, October 23, 2023 10:23 AM
To: Michael Wagner <[e-mail]>
Cc: Ward, Steve <[e-mail]>; Wild, Elaine <[e-mail]>; Jeffrey Taboada
<itaboadaCo�underfootengineering com>; C21010 - 2408 Fleming <C21010C@underfooteng com>
Subject: RE: Holston Subdivision —Additional Information Request
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Hmm, the text coloring doesn't seem to come through. Anyways. I believe items # 1, 2, 3, 6, & 7

from Elaine's last message below would be the items we would need Fuquay's assistance with.
Thanks!!
Mike Roselli, PE, PLA - Principal
11 underfoot
ENGINEERING
1149 Executive Circle, Suite C Cary, NC 27511
Direct: 984-263-9755 (NEW) mroselli @underfootengineering.com
Let's chat about development. Book a 15-min virtual coffee with me.
Visit our new website: www.underfootengineering.com
This email and any attachments included are confidential and intended solely for the use of designated recipients. If you are
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and delete this message from your system immediately.
From: Michael Wagner <mwagnel CPfuquay-varina.org>
Sent: Monday, October 23, 2023 10:20 AM
To: Mike Roselli <mroselli(@underfootengineering com>
Cc: Ward, Steve <sward @harnett.org>; Wild, Elaine <elaine.wild @deq.nc.gov>; Jeffrey Taboada
<jtaboada(@underfootengineering com>; C21010 - 2408 Fleming <C21010C@underfooteng com>
Subject: Re: Holston Subdivision —Additional Information Request
Mike,
do not see any of the highlights you are referring too.
Thanks,
Mike
Michael Wagner
Public Utilities Director
Town of Fuquay-Varina
Office:
1415 Holland Road
Fuquay-Varina, NC 27526
www. f u q u ay-va r i n a. o rq
Facebook Instagram Twitter
E-mail correspondence to and from this address is subject to North
Carolina's Public Records Act, N.C. Gen. Stat. Sec. 132, and may be
disclosed to third parties. However Federal and State law protects
personal health and other information that may be contained in this e-
mail from unauthorized disclosure. If you are not the intended

recipient, please delete this e-mail and any accompanying
documents and contact the sender immediately. Unauthorized
disclosure, copying or distribution of any confidential or privileged
content of this e-mail is prohibited.
From: Mike Roselli <mroselli(@underfootengineering.com>
Sent: Monday, October 23, 2023 10:10 AM
To: Michael Wagner <mwagner(@fuquay-varina.org>
Cc: Ward, Steve <swardPharnett.org>; Wild, Elaine <elaine.wild @deq.nc.gov>; Jeffrey Taboada
<itaboada(@underfootengineering.com>; C21010 - 2408 Fleming <[e-mail]>
Subject: RE: Holston Subdivision —Additional Information Request
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Michael, we'll get started on the items highlighted below in green. I believe the items highlighted in
blue we will need from Fuquay— please let me know if you have a different understanding, or what
you might need from me in order to have those items completed.
Thank you!!
Mike Roselli, PE, PLA - Principal
1 11 underfoot
ENGINEERING
1149 Executive Circle, Suite C Cary, NC 27511
Direct: 984-263-9755 (NEW) mroselli @underfootengineering com
Let's chat about development. Book a 15-min virtual coffee with me.
Visit our new website: www.underfootengineering.com
This email and any attachments included are confidential and intended solely for the use of designated recipients. If you are
not a designated recipient, further distribution of this message is prohibited. Please notify the original sender of your receipt
and delete this message from your system immediately.
From: Wild, Elaine <elaine.wild @deq.nc.gov>
Sent: Monday, October 23, 2023 9:52 AM
To: Wagner, Michael <mwagner(@fuquay-varina.org>; Mike Roselli
<mroselli @underfootengineering.com>
Cc: Ward, Steve <sward(@harnett.org>
Subject: Holston Subdivision —Additional Information Request
Hello Michael and Mike,

After reviewing the Fast Track Sewer System Extension Application for Holston Subdivision,
additional information is required in order to further process the application. Please provide
the following information by November 22, 2023, and note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit a
new application and application fee in accordance with 15A NCAC 02T .0107.
1. According to the application submitted on September 27, 2023, this is a modification to an
existing permit. Please update Page 1 with the existing permit number so that this can be
processed as a modification to an existing permit. Additionally, when requesting a
modification, please ensure that the permit number is specified in a comprehensive narrative
that includes a description of what the existing system is and all changes that are to take place
during the modification.
2. According to Page 1 of the application, the Applicant is the Town of Fuquay-Varina. If the
Applicant is a developer, please update Page 1 to indicate the correct Applicant name and
submit an Operation Agreement between the developer and the Town of Fuquay-Varina,
otherwise, please submit an updated Page 2.
3. According to Section V1.6 of the application, there is a flow reduction approval for the Town of
Fuquay-Varina. Please provide the Flow Reduction Approval letter.
4. According to Section IX.2. the project does not comply with the minimum separation
requirements for water mains. Please provide documentation requirements and submit a
separate document signed/sealed by an NC licensed PF, verifying the criteria outlined in 15A
NCAC 18C.0906(f).
5. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization
specified in Section IX.S. of the Fast Track Application.
6. On the Town of Fuquay-Varina FTSF form, please confirm the "Total actual and obligated
flows to the facility," items d-f or g of the FTSF to Fuquay-Varina does not appear to be
accurate. Please update and resubmit.
7. On the North Harnett Regional WWTP FTSF form, please submit a Planning Assessment
Addendum (PAA) for the expansion project, including expansion completion date.
8. The topographical and aerial maps submitted are not sufficient. According to Section F of the
Application Instructions, the 8.5-inch x 11-inch color copy of a USGS Topographic Map and
aerial map need to clearly identify the project area, including the closest surface waters,
general location of the gravity sewer, pumpstations, and force mains, and the downstream
connection points for the receiving sewer. Please provide the required maps according to the
application requirements.
9. Submit a more descriptive narrative. The cover letter/narrative is to include specific
information related to the project including the system type, number of homes being served,
flow allocation, the length of gravity sewer, a description and timeline of each phase of the
project, the 401/404 permit number and permitting status, and any other relevant
information to help process the application for a Fast Track permit. Please refer to Section B
of the Application Instructions for further information.

15A NCAC 02T .0107 Staff Review and Permit Preparation states:
e "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be accompanied
with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of
October 3, 2023 [as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Stormwater Fees, Section 12.14(a)].
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wildPdeq.nc.gov
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf (state.nc.us)
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.

From: Jav Meyers
To: Wild. Elaine
Cc: Kenneth Keel; Mike Roselli
Subject: [External] Fw: Holston Subdivision —Additional Information Request
Date: Thursday, November 2, 2023 1:40:23 PM
Attachments: imaae002.ona
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
With regards to item 7 below, the PAA form references GS 143-215.1(f5), which was added in
the 2023 Session Law, SB 673. That section falls under Local Permit Programs, which Harnett
Regional Water is not a delegated authority. Therefore, does this requirement actually apply
to HRW? HRW is currently opening bids for expanding the plant's capacity by 9 mgd for a total
of 16.5 mgd treatment capacity, has an ATC, and is opening bids Nov 9th. I am working on
obtaining project schedule, but it is my understanding that additional treatment may be
available within 30-months, but overall project may be 36-months to complete repurposing of
existing plant elements once flow is switched over to new treatment process.
The NYT flow for NHRWWTP is approximately 3.332 mgd . Fuquay-Varina already has a flow
reduction letter and is using 75-gpd per bedroom, but Angier, Harnett County and Lillington
account for 2.872 mgd of NYT flow based on 120-gpd/bedroom. 75/120 = 0.625 x 2.872 =
1.795 mgd NYT. So using the 75-gpd/bedroom, the NHRWWTP NYT would be 1.795+0.460 =
2.255. The 12-month average is approximately 5.339 mgd, so total actual and NYT would be
7.594 mgd, approximately equal to the plant's current capacity. The actualization of NYT flow
is well beyond the completion of the plant's expansion.
Also, Fuquay-Varina has a contracted 2.6 mgd of treatment capacity in the plant. Their
combined actual and non -tributary is less than 2 mgd.
Based on the above, Harnett Regional Water requests the Town of Fuquay-Varina applications
for flow to the NHRWWTP not be required to include the PAA.
From: Kenneth Keel <[e-mail]>
Sent: Monday, October 23, 2023 10:19 AM
To: Jay Meyers <[e-mail]>
Subject: FW: Holston Subdivision —Additional Information Request
FYI. Not sure how much you were involved in the project review, but there are a couple of
references to the FTSE form.
Kenny P. Keel, PE
Utility Civil Engineer
Harnett Regional Water

910-814-6477 office
910-308-4509 mobile
kkeel( harnett.org
From: Steve Ward <[e-mail]>
Sent: Monday, October 23, 2023 9:53 AM
To: Kenneth Keel <[e-mail]>; Katherine E. Moore <[e-mail]>
Subject: FW: Holston Subdivision —Additional Information Request
From: Wild, Elaine <elaine.wild(o)deq.nc.gov>
Sent: Monday, October 23, 2023 9:52 AM
To: Wagner, Michael <mwagnerCcDfuquay-varina.org>; mroselli(o)underfootengineering com
Cc: Steve Ward <sward(o)harnett.org>
Subject: Holston Subdivision —Additional Information Request
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Hello Michael and Mike,
After reviewing the Fast Track Sewer System Extension Application for Holston Subdivision,
additional information is required in order to further process the application. Please provide
the following information by November 22, 2023, and note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit a
new application and application fee in accordance with 15A NCAC 02T .0107.
1. According to the application submitted on September 27, 2023, this is a modification to
an existing permit. Please update Page 1 with the existing permit number so that this
can be processed as a modification to an existing permit. Additionally, when requesting
a modification, please ensure that the permit number is specified in a comprehensive
narrative that includes a description of what the existing system is and all changes that
are to take place during the modification.
2. According to Page I of the application, the Applicant is the Town of Fuquay-Varina. If
the Applicant is a developer, please update Page 1 to indicate the correct Applicant
name and submit an Operation Agreement between the developer and the Town of
Fuquay-Varina, otherwise, please submit an updated Page 2.
3. According to Section VL6 of the application, there is a flow reduction approval for the
Town of Fuquay-Varina. Please provide the Flow Reduction Approval letter.
4. According to Section IX.2. the project does not comply with the minimum separation
requirements for water mains. Please provide documentation requirements and submit a
separate document signed/sealed by an NC licensed PE, verifying the criteria outlined in
15A NCAC 18C.0906(f).
5. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization
specified in Section IX.5. of the Fast Track Application.

On the Town of Fuquay-Varina FTSE form, please confirm the "Total actual and
obligated flows to the facility," items d-f or g of the FTSE to Fuquay-Varina does not
appear to be accurate. Please update and resubmit.
On the North Harnett Regional WWTP FTSE form, please submit a Planning
Assessment Addendum (PAA) for the expansion project, including expansion
completion date.
8. The topographical and aerial maps submitted are not sufficient. According to Section F
of the Application Instructions, the 8.5-inch x 11-inch color copy of a USGS
Topographic Map and aerial map need to clearly identify the project area, including the
closest surface waters, general location of the gravity sewer, pumpstations, and force
mains, and the downstream connection points for the receiving sewer. Please provide
the required maps according to the application requirements.
9. Submit a more descriptive narrative. The cover letter/narrative is to include specific
information related to the project including the system type, number of homes being
served, flow allocation, the length of gravity sewer, a description and timeline of each
phase of the project, the 401/404 permit number and permitting status, and any other
relevant information to help process the application for a Fast Track permit. Please
refer to Section B of the Application Instructions for further information.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be accompanied
with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of
October 3, 2023 [as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Stormwater Fees, Section 12.14(a)].
Sincerely,
Elaine Wlld
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild andeq.nc.gov

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Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf (state.nc.us)
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.