WQ0044979_Application (FTSE)_20240318

NC Dept of Environmental Quality State of North Carolina
Jan IS 2024 Department of Environmental Quality
Raleigh Regional Office Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WQ0044979 (to be completed by DWR)
All items must be 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 15A NCAC 02T .0106(b)
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: [phone] Email Address: mwagnergfuquay-varina.org
11. PROJECT INFORMATION:
1. Project name: Holston Subdivision
2. Application/Project status: n 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: 35.57795' Longitude:-78.83396'
5. Parcel ID (if applicable): 0646-95-5743 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mike Roselli, PE License Number: 040768
Firm: Underfoot Engineering Inc
Mailing address: 1149 Executive Circle Suite C
City: Cary State: NC Zip: 27511
Phone number: 919) 576-9733 Email Address: mroselli@underfooten ing eering_com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NCO021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00193
2. Downstream (Receiving) Sewer Information: 8 inch M Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 06-21 Page 1 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 robe sold, has a )eveloper s operational Agreement (FORM: DL: ) been attached?
L] Yes ❑ No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an ( )A/POA_Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(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)
Nature of wastewater: 100 % Domestic % Commercial % Industrial ( e 15A NCAC 01T .0103(' )
If Industrial, is there a Pretreatment Program in effect? ❑ Yes 0 No
6. Hasa flow reduction been approved under iA NCAC 02T .0l l44fj? ®Yes ❑ No
➢ If Yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Residential
75 gaUday/bedroom
82*4br
24,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
24,600 GPD
a See 'A NCAC 02T .O1 14(h), (d) (e)(0 anti (el('' 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 ).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ] 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
➢ 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) - 02T .0305 & MDC (Gravity 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 II - PVC
8
1450
Phase II - DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Puma 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 .0305 11:
❑ 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 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (a)?
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
❑ Yes ® No
See Narrative
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 I or
Class Il 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 strearn, 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, see Section X.1 of this application
contains alternatives where separations in cannot be achieved. Please
check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream elassifications'ean be identified using the Division's NC Surface Water Classifications webpaQe
2. Does..this project comply, with the minimum separation requirements for water mains? 0 Yes
❑ No ❑ N/A
➢ . If no, please refer to.15A NCAC 18C.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 ❑ N/A
➢ . Please provide supplementary information identifying the areas of non-conformance.
➢ See the. Division's draft separation i arements for situations where separation cannot be met.
➢ N6`v4riunce`is requited 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 .02007
® Yes ❑ No
➢ This includes Trout Buffered Streams per 1 M INCAL 26.0202
5. Does the project require coverage/authorization 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 021F.0105(c) °) (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?" ❑x Yes C1 No
Per 15A AC 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, 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 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with ; 5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains latest version), and the !ravitv 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 requiring a variance approval may be subject to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, Mike Roselli, PE , attest that this application for Holston Subdivision_
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.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 t
of Puma Stab> - 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 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
0N C A Ro`�,, '
p0FE°ssi0°
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//011111110,
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0111512024
I, Michael Wagner , attest that this application for Holston Subdivision
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.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 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: _ �'t�`�' ` Date: 01/16/2024
FORM: FTA 06-21 Page 5 of 5

DWR
State of North Carolina
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 #: NC0021636
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Allflows.are in MGD
2.600
0.472
1.493
0.024
1.989
76.5%
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
Average
Approx.
Obligated,
Total
Pump
Pump
Daily
Current
Not Yet
Current Flow
Station
Station
Finn
Flow**
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, *
(Firm / p0,
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
Avery
r..
0039197
.108
.043
.026
.019
.045
-0.002
HWY 42 WQCS00193 .144 .058 .023 .039 .062 -0.004
Southern W CS00193 .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/NeilsCreek
Downstream Permit Number: WQCS00193 to WQ0028647
Pagel of 6
FTSE l 0-18

IIl. 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`Signatufe Date
Public Utilities Director
Title of Signing Official
Page 2 of 6
FTSE 1p-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 0-6 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 u sized 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.
10/23/2023
Signing Offidal Signafure Date
Page 3 of 6
FTSE 10-18

State of North Carolina
NC Dept of Environmental Quality Department of Environmental Quality
Mar 18 2024 Division of Water Resources
Raleigh Regional Office
Div s on 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: Holston Subdivision (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 Country Regional WWTP
b. WWTP Facility Permit #: NCO088366
AU flows are in MGD
c. WWTP facility's permitted flow 7.500
d. Estimated obligated flow not yet tributary to the WWTP 3.3605
e. WWTP facility's actual avg. flow 4.451
f. Total flow for this specific request 0.0240
g. Total actual and obligated flows to the facility 7.8355
h. Percent of permitted flow used 104.47%
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)=(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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
SLS-120 14.4 5.760 3.348 2.500 5.848 -0.088
* 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): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
Pagel 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 II plus all attached planning assessment addendums for which i
am the responsible parry. Signature of this form certifies that the receiving collection system or treatment
works has adequate capaciVtoannsandtreat the proposed new wastewater.
Signing Official Signature Date
Title of Signing Official
Page 2 of 8
FTSE 10-23

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
43.40 % and 2.500 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 TBD ; and/or
d. The following applies:
HRW has received earmarked funding for a regional project to divert some flow from
SLS-120 to a direct manifold to the SLS-120 forcemain. The project 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.
Signing Official Signature
Date
Page 3 of 8
FTSE 10-23

6tate of Plorth caroltna
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
Subject:
Dear Mr. Allwav:
A&T4 # 0 •
w T
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
?zC."'__$VIM
� 0 8 2001
U= 41 p*WVadffl
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 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 calacity of the sewers
downstream of any new sewer extension.
Please subunit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, project name,_permitterl flow, new t7ow
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
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Emplover 50% recycle& 10% post -consumer paper

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DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
September 1, 2023
NORTH CAROLINA
Environmental Quality
DWR # 20231065
Wake County
McKee Homes, LLC
Attn: John Spurrell
4208 Six Forks Road, STE 810
Raleigh, NC 27609
(via email LWurreLlkmckeehomesnc. com)
Subject: Approval of Individual 401 Water Quality Certification
Holston Subdivision
USACE Action ID. No. SAW-2021-01623
Dear Mr. Spurrell:
Attached hereto is a copy of Certification No. WQC006248 issued to John Spurrell and McKee Homes,
LLC, dated September 1, 2023. This approval is for the purpose and design described in your application.
The plans and specifications for this project are incorporated by reference as part of this Water Quality
Certification. If you change your project, you must notify the Division and you may be required to
submit a new application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H
.0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with the project, including those required
by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user.
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
North Carolina Department of Environmental Quality I Division of Water Resources
D�Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
4NoFn+ c,�rso,.rt.n 919.791.4200
oeparonem or Ennrvnman�ni uuei�ry

DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 2 of 15
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Raleigh Regional Office within 24 hours (or the next business day if a weekend or holiday) from the
time the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with, and/or any violation
of, stream or wetland standards [I 5A NCAC 02B .0200] including but not limited to sediment impacts to
streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a
weekend or holiday) from the time the permittee became aware of the non-compliance circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Joe Myers at 919-791-4256 or joseph.myersAdeq.nc.g_ov if you have any
questions or concerns.
Sincerely,
DocuSigned by, �
St�p� �BSS
755ABFOCD808428...
Stephanie Goss, Supervisor
401 & Buffer Permitting Branch
Division of Water Resources, NCDEQ
cc: Deborah Shirley, S&EC (via email: dshirleya sandec.com)
Chris Hopper, USACE South Atlantic Division's Technical Regional Execution Center (via email)
NC Wildlife Resources Commission (via email)
DWR 401 & Buffer Permitting Branch Electronic file
NORTH CARCLJNAD ��A
n.,. l0�.n_twuU.iNJP�
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200

DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216
Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 3 of 15
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC006248 is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations
in 15 NCAC 02H .0500 and 15A NCAC 02B .0200, to John Spurrell and McKee Homes, LLC, who
have authorization for the impacts listed below, as described within your application received by
the N.C. Division of Water Resources (Division) on July 28, 2023, payment received August 3,
2023, and public notice issued by the Division on August 2, 2023.
The State of North Carolina certifies that this activity will comply with water quality
requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public
Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting
documentation, and conditions hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including
incidental impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
Permanent
Amount
Approved
Temporary
Mitigation
Amount
Required
Riparian Wetlands
W 1: Aerial Sanitary Sewer Crossing
0.160 acres
0 acres
0 credits
W2: Construction Access
0 acres
0.230 acres
0 credits
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1) Any additional impacts to streams and/or wetlands as a result of future roads, buildings,
driveways, utility lines or other development related activities within the development, or future
phases of the development, may be considered cumulative to impacts approved in this
Certification and may require a modification of this 401 Water Quality Certification approval.
Citation: I5A NCAC 02H . 0506; I5A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
2) Erosion and Sediment Control:
Appropriate measures should be installed prior to any land clearing activities to protect wetlands,
streams, and/or buffers from turbidity and/ or sedimentation. These measures should be
routinely inspected, and properly maintained, and excavated materials should be contained
outside wetland, stream, and/or buffer boundaries. Excessive silt and sediment loads can have
numerous detrimental effects on aquatic resources including destruction of spawning habitat,
NORTH CAROLJNAD ��A
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200

DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 4 of 15
suffocation of eggs, and clogging of gills of aquatic species. Citation: I5A NCAC 02H .0506
(b) (1) and (2)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity, wildlife, secondary contact recreation,
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
3) Stormwater Management Plan and Buffer Authorization:
The Permittee shall secure an approved stormwater management plan (SMP) and buffer
authorization from the appropriate locally delegated government programs before any impacts
authorized in this certification occur.
Citation: I5A NCAC 02H . 0506; I5A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
4) If this Water Quality Certification is used to access residential, commercial or industrial building
sites, then all parcels owned by the permittee that are part of the single and complete project
authorized by this Certification must be buildable without additional impacts to streams or
wetlands.
Citation: I5A NCAC 02H . 0502 (a); I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed activity
will comply with state water quality standards (including designated uses, numeric criteria,
narrative criteria and the state's antidegradation policy), the Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards or would result in secondary or cumulative impacts
5) For road construction purposes, this Certification shall only be utilized from natural high ground
to natural high ground.
Citation: I5A NCAC 02H . 0502 (a); I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state 's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
6) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
n North Carolina Department of Environmental Quality I Division of Water Resources
D ��,) Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CAHOLJNA i A/ 919.791.4200
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DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 5 of 15
jurisdictional wetlands, waters, and state regulated riparian buffers within the project boundaries
in order to assure compliance with NC Water Quality Certification Rules (15A NCAC 02H
.0500), NC Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian
Buffer Rules (15A NCAC 02B .0200). These mechanisms shall be put in place at the time of
recording of the property or individual parcels, whichever is appropriate.
Citation: I5A NCAC 02H . 0502(a); I5A NCAC 02H . 0506(b); I5A NCAC 0211.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
7) For all dam removal projects meeting the definition under G. S. 143-215.25 and requirements
under G.S. 143-215.27 of a professionally supervised dam removal, the applicant shall provide
documentation that any sediment that may be released has similar or lower level of
contamination than sediment sampled from downstream of the dam in accordance with Session
Law 2017-145.
Citation: I5A NCAC 0211. 0502; I5A NCAC 0211. 0506(b); I5A NCAC 0211. 0507(c); I5A
NCACO2B . 0200; S.L. 2017-145
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
8) If this Water Quality Certification is used for utility related impacts, then the following Activity
Specific Conditions shall apply to those impacts.
a) All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter 02T, applicable Minimum Design Criteria (MDC), and/or Alternative Design
Criteria.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211.0507(c)
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure
that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife: secondary contact recreation: agriculture); and that activities must not
cause water pollution that precludes any best use on a short-term or long-term basis.
b) Any utility construction corridor that is parallel to a stream or open water shall not be closer
than 10 feet to the top of bank or ordinary high-water mark.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CAHOLJNA i 919.791 .4200
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DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
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Individual Certification #WQC006248
Page 6 of 15
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
c) Where there are temporary or permanent impacts from stream crossings, utility lines shall
cross the stream channel at a near -perpendicular direction (i.e., between 75 degrees and 105
degrees to the stream bank).
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
d) Construction corridors in wetlands and/or across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 40 feet wide for utility lines.
For construction corridors in wetlands and across stream channels, stumps shall be grubbed
only as needed to install the utility and remaining stumps shall be cut off at grade level. The
general stripping of topsoil within wetlands along the construction corridor is prohibited.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
e) Permanent maintained access corridors in wetlands and across stream channels shall be
restricted to the minimum width practicable and shall not exceed 30 feet wide except at
manhole locations.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
f) For all utility lines constructed within wetlands, an anti -seep collar shall be placed at the
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CAHOLJNA i 919.791 .4200
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DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 7 of 15
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient until
the utility exits the wetland. Anti -seep collars may be constructed with class B concrete,
compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled,
and perpendicular wetland crossings that are open cut and less than 150 feet long do not
require anti -seep collars. The compacted clay shall have a specific infiltration of 1 X 10-5
cm/sec or less. See Water Quality General Certification No. 4256 for a section and plan view
diagram for the anti -seep collars.
The following specifications shall apply to class B concrete:
i) Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
ii) Minimum cement content, sacks per cubic yard with angular coarse aggregate 5.5
iii) Maximum water -cement ratio gallons per sack 6.8
iv) Slump range 2" to 4"
v) Minimum strength - 28-day psi 2,500
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
g) The permittee shall have a specific plan for restoring wetland contours to pre -construction
conditions. Any excess material will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will
be piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
9) The permittee shall report to the DWR Raleigh Regional Office any noncompliance with, and/or
any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited
to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours
(or the next business day if a weekend or holiday) from the time the permittee became aware of
the non-compliance circumstances.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211.0507(c)
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CAROLJNA i 919.791 .4200
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Individual Certification #WQC006248
Page 8 of 15
Justification: Timely reporting of non-compliance is important in identifying and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that precludes
any best use on a short-term or long-term basis.
10) No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: I5A NCAC 02H . 0506; I5A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
11) All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality
impairments and further protect existing uses.
12) When applicable, all construction activities shall be performed and maintained in full compliance
with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of
applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate
Best Management Practices for the control of sediment and erosion so that no violations of state
water quality standards, statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures
shall be equal to or exceed the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North
Caroline Department of Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor -owned or leased borrow pits associated with the project. Sufficient
materials required for stabilization and/or repair of erosion control measures and stormwater
routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and
the Mining Act of 1971.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c); I5A NCACO2B . 0200; I5A
NCAC 02B . 0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CAHOLJNA i 919.791 .4200
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DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
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Individual Certification #WQC006248
Page 9 of 15
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
13) Sediment and erosion control measures shall not be installed in wetland or waters except within
the footprint of temporary or permanent impacts otherwise authorized by this Certification. If
placed within authorized impact areas, then placement of such measures shall not be conducted
in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt
fence installed within wetlands shall be removed from wetlands and the natural grade restored
within two (2) months of the date that DEMLR or locally delegated program has released the
specific area within the project to ensure wetland standards are maintained upon completion of
the project.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c); I5A NCAC 02B . 0200; I5A
NCAC 02B . 0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
14) Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters or
wetlands, and any surface waters or wetlands downstream, continue to support existing uses
during and after project completion. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would
result in secondary or cumulative impacts.
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
0RTrH CA U%A /A i 919.791.4200
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Page 10 of 15
15) If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self -monitoring, record keeping and reporting requirements is required.
Citation: I5A NCAC 0211. 0506(b); I5A NCAC 0211. 0507(c); I5A NCAC 02B . 0200; I5A
NCAC 02B . 0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
16) All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current
version of the NC Sediment and Erosion Control Manual, or the NC Department of
Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211. 0507(c); I5A NCAC 02B.0200
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased.
17) In -stream structures installed to mimic natural channel geomorphology such as cross -vanes, sills,
step -pool structures, etc. shall be designed and installed in such a manner that allow for
continued aquatic life movement.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
0RTrH CA U%A /A i 919.791.4200
n.'. l0�.n_twuU.iNJP�

DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 11 of 15
precludes any best use on a short-term or long-term basis. Ensuring that in -stream structures
are installed properly will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
18) Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern, and
profile of the stream above and below a pipe or culvert shall not be modified by widening the
stream channel or by reducing the depth of the stream in connection with the construction
activity. The width, height, and gradient of a proposed culvert shall be such as to pass the
average historical low flow and spring flow without adversely altering flow velocity. If the width
of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes,
baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple
culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and
additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow
passage of water and aquatic life. If the culvert outlet is submerged within a pool or scour hole
and designed to provide for aquatic passage, then culvert burial into the streambed is not
required.
For structures less than 72" in diameter/width, and topographic constraints indicate culvert
slopes of greater than 2.5% culvert burial is not required, provided that all alternative options for
flattening the slope have been investigated and aquatic life movement/connectivity has been
provided when possible (e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification,
including supporting documentation to include a location map of the culvert, culvert profile
drawings, and slope calculations, shall be provided to DWR 30 calendar days prior to the
installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting
documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall
be provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If
bedrock is discovered during construction, then DWR shall be notified by phone or email within
24 hours of discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other
fill projects are constructed across FEMA-designated floodways or wetlands, openings such as
culverts or bridges shall be provided to maintain the natural hydrology of the system as well as
prevent constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shall be used where practicable instead of rip -rap or other bank hardening methods.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
0RTrH CA U%A /A i 919.791.4200
n.'. l0�.n_twuU.iNJP�

DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 12 of 15
precludes any best use on a short-term or long-term basis. Ensuring that structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
19) Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas
and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal,
State and Local regulations. Fertilizer application shall be accomplished in a manner that
minimizes the risk of contact between the fertilizer and surface waters.
Citation: I5A 02H . 0506(b); I5A NCAC 02H . 0507(c); I5A NCAC 02B . 0200; I5A NCAC
02B . 0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c) (1) Liquids, fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
20) If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state.
Citation: I5A 02H . 0506(b); I5A NCAC 02H . 0507(c); I5A NCAC 02B . 0200; I5A NCAC
02B . 0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c) (1) Liquids, fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
21) All proposed and approved temporary fill and culverts shall be removed and the impacted area
shall be returned to natural conditions within 60 calendar days after the temporary impact is no
longer necessary. The impacted areas shall be restored to original grade, including each stream's
original cross -sectional dimensions, planform pattern, and longitudinal bed profile. All
temporarily impacted sites shall be restored and stabilized with native vegetation.
Citation: I5A NCAC 0211.0506(b); I5A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
0RTrH CA U%A /A i 919.791.4200
n.,. l0�.n_twuU.iNJP�

DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 13 of 15
remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue
to support existing uses after project completion.
22) All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands
shall be installed as outlined in the most recent edition of the North Carolina Sediment and
Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or
the North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use
of this Certification.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
23) Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall be placed such that the original streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Placement of rip -rap or other approved materials shall
not result in de -stabilization of the stream bed or banks upstream or downstream of the area or be
installed in a manner that precludes aquatic life passage.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
24) Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows, and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except
in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c); I5A NCAC 02B.0201
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
25) All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and
�A//�
North Carolina Department ofEnvironmental Quality I Division ofWater Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
0RTTHc919.791.4200
n.'. l0�.n_twuU.iNJP�

DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 14 of 15
general equipment maintenance shall be performed in a manner to prevent, to the maximum
extent practicable, contamination of surface waters by fuels and oils.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211. 0507(c); I5A NCAC 02B . 0200; I5A
NCAC 02B . 0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
26) Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211. 0507(c); I5A NCAC 02B.0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected; populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland; and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
27) In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or
more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less
than 25 gallons that cannot be cleaned up within 24 hours.
Citation: I5A NCAC 02H . 0507(c); N. C. G. S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
nature, location, and time of the discharge and of the measures which are being taken or are
proposed to be taken to contain and remove the discharge. This action is required in order to
contain or divert the substances to prevent entry into the surface waters. Surface water quality
standards require that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis.
28) The permittee and their authorized agents shall conduct all activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with
§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 0211.0507(c)
n North Carolina Department of Environmental Quality I Division of Water Resources
D ��,) Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CAHOLJNA i �/ 919.791.4200
n.'. l0 �.n—tw uU.iNJP�

DocuSign Envelope ID: ED1 E1 D2E-80F9-4377-9C4E-CCA3D538C216 Holston Subdivision
DWR# 20231065
Individual Certification #WQC006248
Page 15 of 15
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
29) The permittee shall require its contractors and/or agents to comply with the terms and conditions
of this permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project with a
copy of this Water Quality Certification. A copy of this Water Quality Certification shall be
available at the project site during the construction and maintenance of this project.
Citation: I5A NCAC 02H . 0506(b); I5A NCAC 02H . 0507(c)
Justification: Those actually performing the work should be aware of the requirements of this
401 Water Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted
in your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in
effect on the date of issuance shall remain in effect for the life of the project, regardless of the
expiration date of this Certification. [15A NCAC 02H .0507(c)]
This, the 1st day of September 2023,
Docu'S.igned ,by:
1�./A1/UL GbSS
755ABFOCD8OB428...
Stephanie Goss, Supervisor
401 & Buffer Permitting Branch
Division of Water Resources, NCDEQ
JM - WQC006248
NCFTH CARCLNA ��A
n.'. l0 �.n—tw uU.iNJP�
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200

DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
WILMINGTON REGULATORY OFFICE
69 DARLINGTON AVENUE
WILMINGTON NORTH CAROLINA 28403
September 5, 2023
Regulatory Program/Division
John Spurrell
Mckee Homes, LLC
4208 Six Forks Road
Suite 810
Raleigh, North Carolina 27609
Via Email: [e-mail]
Dear MOMS. Spurrell:
This letter is in response to the Pre -Construction Notification (PCN) you submitted to
the Wilmington District, SAD Technical Regional Execution Center on July 28, 2023, for
a Department of the Army Nationwide permit (NWP) verification. This project has been
assigned the file number SAW-2021-01623 and is known as Holston Subdivision. This
file number should be referenced in all correspondence concerning this project.
A review of the information provided indicates that the proposed work would include
the permanent conversion of 0.16 acre (Impact W1), and the temporary disturbance to
0.23 acre, of Wetland W2 (Impact W2) associated with construction and maintenance of
a sanitary sewer line to serve the subdivision. The project area for this determination
includes approximately one acre area which is illustrated on the enclosed site
plans/maps. The project/review area is located in wetlands associated with Kenneth
Creek in the Cape Fear Watershed, at 2406 Flemming Road, at Latitude 35.579773
and Longitude-78.831805; in Fuquay-Varina, Wake County, North Carolina.
We have determined that the proposed work is authorized by Nationwide Permit 29
pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33
U.S.C. § 403), and/or Section 404 of the Clean Water Act (33 U.S.C. § 1344) and
Section 14 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 408). The proposed work
must be accomplished in strict accordance with the general permit conditions, any
regional conditions, the special conditions listed in this letter, the application materials,
and the enclosed plans "Impact Maps Holston Subdivision". If the extent of the project
area and/or nature of the authorized impacts to waters are modified, a revised PCN
must be submitted to this office for written approval before work is initiated. Any
violation of permit conditions or deviation from your submitted plans may subject the
permittee to enforcement action.

This verification is valid until March 14, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.
Project Specific Special Conditions:
1. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the
site. On September 14, 2022, the USFWS published a proposal in the Federal
Register to list the tricolored bat as endangered under the Endangered Species
Act (ESA). The permittee understands and agrees that all work associated with
the clearing and removal of trees and removal or modification of culverts must be
completed prior to the effective date of the final listing in the Federal
Register. Work associated with the aforementioned activities not completed by
that time must cease and the permittee must contact the Corps' (Chris Hopper
by e-mail at christopher.d.hopper(d)-usace.army. mil or telephone at (919) 588-
9153) to determine if additional coordination with the United States Fish and
Wildlife Service is required under Section 7 of the Endangered Species Act prior
to continuing work.
2. The applicant has avoided and minimized impacts to jurisdictional waters to the
extent possible. However, the loss of aquatic function in this setting and in the
proposed quantities necessitates compensatory mitigation to ensure that
cumulative impacts to onsite and downstream waters are individually and
cumulatively minimal.
Activities subject to Section 404 (as indicated above) may also require an individual
Section 401 Water Quality Certification. You should contact the NC Division of Water
Resources (telephone [phone]) to determine Section 401 requirements.
This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.

If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Chris Hopper, Team Lead /
Wilmington District Liaison of the SAD Technical Regional Execution Center at 919-588-
9153, by mail at the above address, or by email at
[e-mail]. Please take a moment to complete our customer
satisfaction survey located at blocked https://regulatory.ops.usace.army. miI/customer-
service-survey/.
Sincerely,
Chris Hopper
Team Lead / Wilmington District Liaison
Cc
Deborah Shirley, Soil & Environmental Consultants, PA (via [e-mail])

General Conditions (33 CFR PART 320-330):
1. The time limit for completing the work authorized ends on March 14, 2026.
2. You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a
good faith transfer, you must obtain a modification of this permit from this office, which
may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this
office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort of if the site is eligible for
listing in the National Register of Historic Places.
4. If you sell the property associated with this permit you must obtain the signature
of the new owner on the transfer form attached to this letter and forward a copy to this
office to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you
must comply with the conditions specified in the certification as special conditions to this
permit. For your convenience, a copy of the certification is attached if it contains such
conditions.
6. You must allow a representative from this office to inspect the authorized activity
at any time deemed necessary to ensure that it is being or has been accomplished in
accordance with the terms and conditions of your permit.

Compliance Certification Form
Action ID Number: SAW-2021-01623 County: Wake
Permittee: Mckee Homes, LLC, John Spurrell
Project Name: Holston Subdivision
Date Verification Issued: 9/5/2023
Project Manager: Chris Hopper
Upon completion OR Within 30 days of completion of the activity authorized by this
permit and any mitigation required by the permit, sign this certification and return it to
the following address:
US ARMY CORPS OF ENGINEERS
Wilmington District
Attn: Chris Hopper
SAD Technical Regional Execution Center
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]. miI
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. Failure to comply with any terms or conditions
of this authorization may result in the Corps suspending, modifying or revoking the
authorization and/or issuing a Class I administrative penalty, or initiating other
appropriate legal action.
hereby certify that the work, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started:
Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee
Date

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Compensatory Mitigation Responsibility Transfer Form
Permittee: John Spurrell Action ID: SAW-2021-01623
Project Name: Holston Subdivision County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin: Choose the 8-digit HUC
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.16
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: Choose the 8-digit HUC
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.16
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 2 of 2

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted bythe North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas
may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this
form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a newversion of this form must be completed and included in the District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they area willing and able to accept the applicant's
compensatory mitigation responsibility, dated 29 June 2023 was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC27587 (or by email to SAWMIT(a>usace.army. miU.
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Chris Hopper
USACE Field Office: SAD Technical Regional Execution Center
US Army Corps of Engineers
3331 Heritage Trade Drive,
Wake Forest
Email: [e-mail]
Wil(nington Distr(ceProject Manager Signature
September 5, 2023
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mii.
Page 2 of 2

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1 underfoot
ENGINEERING
Raleigh Regional Office Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
To Whom it may Concern,
1149 Executive Circle -Suite C-1, Cary, NC 27511
919.576.9733 1 NCBELS C-3847
November 29, 2023
)EC - 5 2023
Re: HOLSTON SUBDIVISION
Water Application 23-00915
Please find attached the following Water Application for the public portion of improvements
associated with HOLSTON SUBDIVISION, a proposed 82-unit home development on Fleming Road
in Fuquay-Varina, NC. Revisions to the comments received have been made.
Attached:
• Application and Engineers Report
Respectfully:
Mike Roselli, PE
Principal
Forward Thinking. Grounded Design.
www.underfootengineering.com

North Carolina Department of Environmental Quality
Division of Water Resources
Public Water Supply Section
Application for Approval
of Engineering Plans and Specifications
For Water Supply Systems
Applicant Design Engineer I
Town of Fuquay—Varina Mike Roselli, PE, PLA
(Name of Board, Council or Owner— the Applicant) (Name of Design Engineer of Record)
Michael Wagner Public Utilities Director Underfoot Engineering, Inc.
(Name and Title of Authorized ORleial or Representative of the (Name of Engineering Finn)
Applicant)
134 N. Main Street 1149 Executive Circle, Suite C
(Mailing Address) (Mailing Address)
Fuquay—Varina, NC 27526 Cary, NC 27511
(City, State & ZIP) (City, State & ZIP)
919--567-3911 919-576-9733
(Phone Number) (Phone Number)
(FAX Number)
mwap,[e-mail]
(Em e
(Signature of Authors d O icial Representative ofthe
Applicant
(FAX Number)
[e-mail]
(Email address)
Project Name: Holston Subdivision
(Name of Project to appear on Public Water Supply Section records and tracking system)
in
Date
Development of 82 single --family lots
(description of project)
2406 Fleming Road, Fuquay--Varina, NC
(gencrallocation of project)
wake
(for DEQ use only)
County.
Serial No.
(for DEQ use only)

Application for Approval of Engineering Plans and Specifications for Water Supply Systems
To: Division of Water Resources,
Department of Environmental Quality
The Applicant applies under and in full accord with the provision of NCGS 130A-317, and such other statutes and rules as
relate to public water systems. The Authorized Official or Representative of the Applicant represents that he is authorized
to act for the Applicant. The Authorized Official or Representative of the Applicant understands and agrees to the
following:
1. The Applicant shall not award contracts or begin construction without first receiving "Authorization to Construct"
from DEQ.
2. The Applicant shall make no change or deviation from the engineering plans and specifications approved by DEQ
except as allowed by 15A NCAC I SC .0306 or with the written consent and approval of DEQ.
3. The Applicant shall obtain Final Approval in accordance with 15A NCAC 18C .0306 prior to placing the project (or
any portion thereof) into service.
4. Digital (PDF) submittals are true image copy of the original sealed/signed documents.
An authorized representative of the Public Water System (not always the same as the Applicant) is to complete and
sign the following WSMP section.
Status of Water System Management Plan (WSMP)
Check one of the following, and if applicable, provide the required information:
❑ The WSMP for the project, as defined in the attached engineering plans and specifications, has not been submitted.
❑ Three copies of the WSMP for the project, as defined in the attached engineering plans and specifications, are
submitted with this application.
❑X The WSMP that includes this project, as defined in the attached engineering plans and specifications, was previously
submitted.
Provide the following:
Public Water System Name: Town of Fuquay-Varina
Owner Name: Town of Fuquay-Varina
Water System No.
NC 0392055
Serial Number of Deemed Complete WSMP: 00-00024
By my signature below, I certify that the previously submitted WSMP contains the information required by 15A
NCAC 18C ,0307(c) for the project defined in the attached engineering plans and specifications.
Michael Wagner
(Type or print name of authorized representative of Public Water System)
(Signature
ftilities Director
auth izAirejkesentative of Public Water System)
of Public Water System)
09/19/2023
(Date)
t)SQ-2136 (Revised 10/0312023) Page 2 of 4
Public Water Supply Section

Application for Approval of Engineering Plans and Specifications for Water Supply Systems
In accordance with NCGS 130A-328, the Public Water Supply Section charges a fee for plan review. Any
documents submitted for review must be accompanied by a check payable to DEQ-Public Water Supply
Section before the review will begin.
There is a $25 fee for returned checks.
The charges for review of plans are shown below. Check one of the following.
Distribution System fees
❑X
Construction of water lines, less than 5000 linear feet
$300
❑
Construction of water lines, 5000 linear feet or more
S400
❑
Other construction or alteration to a distribution system
$150
Ground Water System fees
❑
Construction of a new ground water system or adding a new well
$400
❑
Alteration to an existing ground water system
$200
Surface
water system fees
❑
Construction of a new surface water intake or treatment facility
$500
❑
Alteration to existing surface water intake or treatment facility
$300
Other fees
❑
Water System Management Plan review
$150
❑
Miscellaneous changes or maintenance not covered above
$100
Notes:
1. Projects for Tank Reconditioning use separate "Application for Water Tank Reconditioning Plan
Approval," Tank Reconditioning is considered a miscellaneous change with regard to fee requirements.
2. The fee is not refundable if the plans are not approved.
3. Revisions to plans to address the Public Water Supply Section's or other state agency's comments do not
incur an additional fee.
4. If one set of plans has multiple related items (such as a new well with construction of water lines) only one
fee must be submitted for highest price item. The amounts are not cumulative, except for fees for Water
System Management Plans.
5. If the appropriate plan review fee is not received within thirty days after the receipt of plans,
specifications, and reports for approval, then all plan documents will be recycled. A new set of
documents must then be submitted with the appropriate fee for approval.
This approval does not address all applicable laws, rules, standards and criteria, and other approvals and licenses
that may be required by the local, state or federal government.
The Public Water Supply Section has stamped and sealed the official copies of plans and specifications
accompanying this application with the serial number of this application . Any
erasures, additions or alterations of the proposed improvements except those permitted in 15A NCAC 18C .0306
make this approval null and void.
This approval does not constitute a warranty of the design, construction or future operation of the water system.
Rebecca Sadosky, Ph.D., Chief
Public Water Supply Section
Division of Water Resources, NCDEQ
DEQ-2136 (Revised 10/03/2023) Page 3 of 4
Public Water Supply Section

Application for Approval of Engineering Plans and Specifications for Water Supply Systems
Other Information and Checklist
❑X Attached is a check for the proper plan review fee amount, in accordance with NCGS 130A-328. See
note 4 on page 3.
This -submittal includes one paper original with two digital (PDF) CDs of the following items, each item in separate
folders:
❑ This completed "Application for Approval of Engineering Plans and Specifications for Water Supply
Systems"
❑ The sealed plan drawings, separate file in PDF format for each drawing. Cover sheet must include
drawings index;
❑ The project -specific Engineering Report (ER) describing the scope and purpose of the project and
addressing each of the items listed in 15A NCAC 18C .0307(b), including the design basis of the project.
[15A NCAC 18C .0307() (12)1;
❑ Specifications for this project; OR
The project will use the following system's previously approved standard specifications for waterline
extensions:
Name of System: Town of Fuquay Varina
Serial Number: # 14-00477
The Serial Numbers for previously approved standard specifications can be found at the following website:
httosa/dep.nc. ov/about divisions wafer -resources water-planrnngjplans-specifications; wat+_r_;�stt �77_
a oo roved -standard -specification s
One of the following:
❑ Attached is a letter signed by an authorized representative of the Public Water System agreeing to serve
the project and stating that the system has adequate supply;
OR
X❑ The Applicant is the Public Water System.
If the project has sought funding (for example, DWSRF loan) list the program and (if available) the application
or funding number below:
Program Name Application or Funding Number, if
available
Yes No
❑ Q Project will be completed with significant expenditure of state moneys, greater than ten million
dollars (S 10,000,000) in accordance with G.S. I I3A-9 (7a).
❑ x❑ Project will cause substantial, permanent land -disturbing activity of an area greater than 10 acres
of public lands in accordance with G.S. 113A-9 (11).
❑ ❑X Project will be at least partially funded through the American Rescue Plan Act (ARPA).
DEQ-2136 (Revised 10/03/2023) Page 4 of 4
Public Water Supply Section

ecOIIIMended Temp ate
Engineer's Report
for
NC ll'Pt of Enviroriniental Quality
Water Main Extensions
Date: 2023.09.12 Ralex b Regional Office
Project Name: Holston Subdivision
Water System Name: Town of Fueluay-Varina
Water System ID: NC0392055
County of Project: Wake
Prepared by:
Mike Roselli,_ PE, PLA - Underfoot Engineering, Inc.
1 149 Executive Circle, Suite C
Cary, NC 27511
This form includes the minimum information needed for the N.C. Public Water Supply Section to review water
main extension projects. Complex or unique design conditions must be addressed in a supplemental document
as deemed appropriate by the design engineer.
Signature and seal of professional engineer that prepared this report
�� N C A IQ04.
Q-0FE3s70 ,Z
INOdllil 41t4p
At
7'aZt .Og.lg'
I attest that this engineer's report has been prepared by me, or under my responsible charge, and is accurate,
complete and consistent with the information supplied in the engineering calculations. I further attest that the
proposed design has been prepared in accordance with 15A NCAC 18C. Although page 4 of this report
incorporates data provided by others, inclusion of these materials under my seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
Revised 12/2018 1
Public Water Supply Section

Water Main Extension Engineer's Report Mandatory Information
To present data required by 15A NCAC 18C .0307(b)
Specific citations from 15A NCAC 18C are provided when data is required to confirm compliance with another
regulation.
Applicant Information
Applicant name (must be a person): Town of Fuquay-Varina
Applicant mailing address:134 N. Main Street
Fuquay-Varina. NC 27526
Applicant phone numbers: Business
Applicant e-mail address:
Description of Proposed Project
Name of proposed project:Holston Subdivision
Cell
Provide a summary of the diameter, length and material of all piping proposed in the project.
Diameter of piping
Length of piping
Material
8 -inch
252 linear feet
DIP
8 -inch
4636 linear feet
PVC
-inch
linear feet
-inch
linear feet
-inch
linear feet
Location of project: (use existing road and intersections, address if available; and identify municipality).
2406 Fleming Road. Fuquay-Varina, NC
The proposed project is an expansion of the existing public water system. x Yes ❑ No
The source of water for the proposed project will be provided by a separately owned public water system. n Yes w No
Is the project phased? XYes o No
If yes, delineate all phases in plan sheets. Partial final approvals may be granted to completed phases specified in this submittal.
Phases are delineated in plan sheets. Site is in two (2) phases.
If yes, depending on whether the water system does or does not provide fire flow; provide calculations to demonstrate that the project can provide
adequate peak demand (domestic peak demand) at the minimum required residual pressure of 30 pounds per square inch gauge (psig) or can provide
peak demand with fire flow (domestic plus fire flow) at the minimum pressure of 20 esig through each phase of construction.
Check here if project Is a water main replacement with no additional demands.
(Water main replacement consists of like size, no additional service connections, and no additional hydrants and If box checked, proceed
no added fire demand.) to page 4
Revised 12/2018 2
Public Water Supply Section

Provide anticipated project flows for any project that will increase demands
Does the proposed project include any in -ground irrigation?
o Yes xNo
If yes, attach appropriate analysis to address how the system is designed to accommodate the impact of
irri ation use on treated water supply,stoma a needs ands stem pressure.
Peak demand of the proposed project
57.64 gpm
Maximum daily demand of the proposed project
83,000 gpd
Per Rule .0901, are the water mains and water system designed to carry fire protection flows for this
3CYes o No
project?
If the water mains and water system are not designed to provide fire protection flow, indicate the
minimum calculated pressure at domestic peak demand (non -fire flow). The pressure must be at least 30
psig
psig per Rule .0901.
If the water mains and water system gig designed to provide fire protection flow, indicate the minimum
calculated pressure at peak demand (domestic plus fire flow). Pressure must be at least 20 psig per Rule
41.4 psig
.0901.
gpm: gallons per minute
gpd: gallons per day
psig: pounds per square inch gauge
Revised 12/2018 3
Public Water Supply Section

Water System -Supplied Information
Information on this page must be updated on an annual basis
Data provided by: Michael a cgs r ___ _( name) Date provided: September 18, 2023_ . _
Position; Puslic ilities []hector _
Number of current connections in water system
19,150 connections
Approved number of connections in water system
connections
v NIA —local government system
3 00 average gpd
Current average and maximum daily demand of existing system. Average day demand is the one day
average demand for the latest calendar year.
4,4OQ,OQQ maximum gpd
Current maximum daily treated water supply of existing system
Maximum daily treated water supply is the maximum quantity of treated water that can be produced
7.25O.ODD maximum gpd
and/or purchased by the system.
Total elevated storage capacity of existing system
700,000 gallons
Total ground storage capacity of existing system
gallons
Total hydropneumatic storage capacity of existing system
gallons
Contractual storage with other system(s) Attach a copy of the agreement with the providing system
5.000.000 Harnett County gallons
Systems > 300 connections:
• Total storage volume is at least half the average annual daily demand (Rule .0805(c))
Yes ❑ No
• For municipalities, at least 75,000 gallons elevated storage and at least half the average day
demand combined elevated and ground finished water storage (Rule .0805(b))
./ Yes o No o N/A
Systems with hydropneumatic storage tanks up to 300 connections:
• Volume of hydropneumatic storage tank is sufficient to meet peak demands based on Rule .0802 and
calculations in Appendix B, Figure 6
a Yes u No
• For residential community systems, volume of hydropneumatic storage tank is at least 40 times the
o Yes o No Q N/A
number of connections or 500 gallons, whichever is greater (Rule .0803)
• For mobile home park systems, volume of hydropneumatic storage tank is at least 25 times the number
500 is
o Yes ❑ No Q N/A
of connections or gallons, whichever greater (Rule .0803)
• For campground systems, volume of hydropneumatic storage tank is at least 10 times the number of
o Yes a No Q NIA
connections or 500 gallons, whichever is greater (Rule .0803)
Revised 1=018
Public Water Supply Section

IJ underfoot
t ENGINEERING
Raleigh Regional Office Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
To Whom it may Concern,
1149 Executive Circle - Suite C-1, Cary, NC 27511
919.576.9733 1 NCBELS C-3847
DEC - 5 2023 November 29, 2023
Re: HOLSTON SUBDIVISION
Fast Track Application Narrative
Please f'nd attached the following Fast Track Application for the public portion of improvements
associated with this application.
Narrative:
HOLSTON SUBDIVISION is a proposed 82 unit home development on Fleming Road in Fuquay-
Varina, NC. The sanitary sewer system is an 8" gravity system and will connect to the previously
approved, constructed, and operating Avery Creek Pump Station as part of system WQCS00193
which is depicted on the topographic map. It outfalls through the site and then by aerial creek
crossing to the pump station, and then flows to the North Harnett Regional WWTP (NC0021636)
owned by Harnett County. At 75/gal/day/bedroom, the flow is estimated to be 24,600 GPD.
Approved 404 permitting is included in the attached submittal. The project is anticipated to be
constructed in the next twelve months.
Note that the project has environmenta', certifications (Nationwide Permit 29 and SAW-2021-
01623), The sanitary outfal: technically does not meet required separation to wetlands as defined,
however, per 15A NCAC 02T.0305g, the aerial crossing utilizes ductile iron pipe meeting water
distribut-on requirements. Additionally, the wetland crossing was designed and found by the US
ARMY Corp of Engineers to avoid and minimize permanent impacts (to the easement width
required by the Town of Fuquay-Varina), with 0.16 acres of compensatory mitigation credits
required to be paid, and temporary impacts to be restored to preconstruction elevations with
native material.
Attached:
• Application Fee
Fast Track Application
• Flow Tracking/Acceptance Form
• USGS Topographic Map
• Street Level Aerial Map
404 Permit Documentation
Respectfully:
Mike Roselli, PE
Principal
Forward Thinking. Grounded Design.
www.underfootengineering.com

� underfoot
�- ENGINEERING
ATTENTION:
North Carolina Department of Environmental Quality
Division of Water Resources
Address: 3800 Barrett Drive
Address: Raleigh, NC 27609
LETTER OF TRANSMITTAL
Underfoot Engineering, Inc.
1 149 Executive Circle, Suite C-1
Cary, NC 27511
919.576.9733
DATE: November 29, 2023
VIA: Hand Delivery
PROJECT: Holston Subdivision - CDs
PROJECT #: C21010.00
RE: Holston Subdivision - NCDEQ Permits
TRANSMITTED: For approval
1 ISigned and Sealed Water Application with Engineers Report
t Set of plans Approved by Fuquay-Varina
2 1 USB Drives
Remarks 71
If you have any questions or require additional information, please do not hesitate to contact this office at 919,576.9733.
Respectfully,
Mike Roselli, PE, PLA
Principal
Forward Thinking. Grounded Design.
www.underfootengineering.com I of

underfoot
ENGINEERING
ATTENTION:
Name: NCDEQ
Department of Env"ronmental Quality
Division of water Resources
Address: 3800 Barrett Drive
Address: Raleigh, NC 27609
LETTER OF TRANSMITTAL
Underfoot Engineering, Inc.
1 149 Executive Circle, Suite C-1
Cary, NC 27511
919.576.9733
DATE: November 29, 2023
VIA: Hand Delivery
PROJECT: Holston Subdiv', ran
PROJ ECT #: C21 C 10
RE: Fast Track Sewer Permit
TRANSMITTED: For approval
Copies DescrfpHon
1
App ication
1
Cover Letter/Narrative
1
App ication Fee $600 payable to NCDEQ
1
Flow Tracking Farm FTSE-10-18
1
Topographic Map
1
Aerial Location Map
1
Flow Reduct'on Letter
1
Approved Plans
Remarks
If you have 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.underfootengineedng.com

Mike Roselli
From: Deborah Shirley <[e-mail]>
Sent: Thursday, January 18, 2024 9:27 AM
To: Mike Roselli
Cc: C21010 - 2408 Fleming
Subject: RE: Holston Subdivision
Mike,
This project is located within the Cape Fear basin, Kenneth Creek, there are no state mandated riparian buffers in
this location.
Thanks,
DEBORAH E. SHIRLEY
Project Manager -Regulatory Specialist
Soil & Environmental Consultants, Inc.
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Office [phone]
Direct [phone]
Mobile [phone]
dshirlev(@sandec.com
Visit us at sandec.com
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named
addressee is), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify
the sender by return e-mail and delete the original communication from your system. Thank you.
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From: Mike Roselli <[e-mail]>
Sent: Wednesday, January 17, 2024 5:38 PM
To: Deborah Shirley <[e-mail]>
Cc: C21010 - 2408 Fleming <[e-mail]>
Subject: Holston Subdivision
Deborah, hope all is well. We received a request on our state utility permitting to provide a buffer authorization
letter. I went back and looked, and we weren't impacting any buffers. Am I correct and relaying back to the NCDEQ
Water section that there isn't a buffer authorization letter because we aren't impacting buffers?
Thanks!!
Mike Roselli, PE, PLA- Principal
t j underfoot
ENG1NEER1me
1149 Executive Circle, Suite C I Cary, NC 27511
Direct: 984-263-9755 (NEW) I [e-mail]

Let's chat about development. Book a 15-min virtual coAe with me.
Visit our new website: www.underfootengineering.com
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underfoot
ENGINEERING
To Whom It May Concern,
1 149 Executive Circle -Suite C, Cary, NC 27511
919.576.9733 1 NCBELS C3847 I NCBOLA C683
January 18, 2024
Re: Response Letter
Please find comment responses to the review dated 21 June 2023 for the above reference project.
Staff comments from the staff reviews have been transcribed for ease of review.
Comments
According to Section 11.2. of the FTA, this project is part of an existing
permit. Please update this section to reflect that this is a new project, as
indicated in the previous incomplete application that was returned 11 /27/2023.
The form has been updated to reflect a new permit.
2. Please provide the buffer authorization letter associated with this project.
See attached Buffer Letter.pdf. There are no buffers here that require
authorization.
3. Thank you for providing the 404 Permit number. Please provide the Permit
Number/Permitting Status letter for the 401 authorization specified in Section IX.S.
of the Fast Track Application.
The letter, 20231065 Ver 1-Approval Letter -Holston SD.pdf, is included with this
submittal.
4. According to the narrative there is an aerial crossing, therefore, Section IX.7.
needs to be updated to indicate that this line is considered high -priority.
High -priority has been checked.
5. The signature page is from the incomplete application that was returned on
11 /27/2023. Please submit an updated signature page.
An updated signature page is attached.
6. According to Section IV. of the FTA, the wastewater generated by this project will
flow to the North Harnett County Regional WWTP. Please submit a FTSE form
from North Harnett County Regional WWTP.
This is included in the application and is resigned.
7. The topographical map submitted is not sufficient. According to Section F of the
Application Instructions, the 8.5-inch x 1 1-inch color copy of a USGS Topographic
Map needs 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 submit a
topographical map that clearly indicates the project area, gravity sewer for this
Forward Thinking. Grounded Design.
www.underfootengineering.com

underfoot
ENGINEERING
1149 Executive Circle - Suite C-1
Cary, NC 27511
919.576.9733 1 NCBELS C-3847
project separated by the phases indicated in Section VII. of the FTA, and
connection points to the downstream sewer and receiving WWTP.
The topographical map has been updated to show the project area, closest surface
waters, location of gravity sewer, downstream connection point receiving sewer (Avery
Crossing Pump Station), and other nearby existing gravity sewer and force main lines,
as well as the phase line between Phase I and Phase II.
I am hopeful that your comments have been adequately addressed and approval of this project
is forthcoming. If you have questions or concerns, please contact our office at 919.576.9733.
Respectfully:
Mike Roselli, PE, PLA - Principal
Underfoot Engineering, Inc.
Forward Thinking. Grounded Design.
www.underfootengineering.com 2

From:
To:
Katherine E. Moore
larry5flrstcapltallny.com; iayCOmeyersengineering.net; Mike Roselli; Brandy Champion; Kenneth Keel; C21010 -
2408 Fleming; Michael Wagner; SVC DEO.DWR.RRO.FastTracks
Cc:
Ward, Steve
Subject:
FW: [External] FW: Holston
Date:
Monday, March 18, 2024 2:30:50 PM
Attachments:
irnac1e003.pnc1
image004.pno
irnac1e005.pnc1
irnaae006.Dno
irnac1e007.pnc1
Holston Sub FTSE.Ddf
You don't often get email from [e-mail]. Learn why this is important
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FTSE is signed and attached for Holston.
From: Steve Ward <[e-mail]>
Sent: Monday, March 18, 2024 8:50 AM
To: Kenneth Keel <[e-mail]>; Katherine E. Moore <[e-mail]>; Jay Meyers
<[e-mail]>
Subject: FW: [External] FW: Holston
thought we had already gotten her a revised FTSE form?
From: Wild, Elaine <elaine.wildPdeq.nc.gov>
Sent: Monday, March 18, 2024 8:17 AM
To: Steve Ward <swarc1Pharnett.org>; Mike Roselli<mroselli(,Dunderfootengineering.com>
Cc:
Subject: RE: [External] FW: Holston
Hello Steve and Mike,
This is a reminder that I still need the Planning Assessment Addendum for Harnett County Regional
WWTP. Please provide the following information by March 27, 2024, and note that if the requested
information is not received by this date, the applicant will be required to submit a new application
and application fee in accordance with 15A NCAC 02T .0107.
Thanks,
Elaine Wild
Environmental Engineer
Division of Water Resources — NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(d)deq.nc.gov

D. E
Email � fo and ! It som w � FD Naor�il
C FltWids UwmW Maybe fts oW to rho pis.
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Wild, Elaine
Sent: Tuesday, March 5, 2024 12:24 PM
To: Ward, Steve
Cc: IarryCa-Dfirstcapitalinv.com; [e-mail]; Mike Roselli
<mroselli(@underfootengineering.com>; Brandy Champion <bchampion (0)harnett.org>; Kenneth
Keel <kkeel(@harnett.org>; C21010 - 2408 Fleming <C21010(@underfooteng.com>; Michael Wagner
<mwagnerPfuqua)I-varina.org>; SVC_DEQ.DWR.RRO.FastTracks
<DEQ.DWR.RRO.FastTracksPdeq.nc.gov>
Subject: RE: [External] FW: Holston
Hi Steve,
After reviewing the FTSE form submitted, I noticed that Section I.h. of the FTSE for Harnett County
Regional WWTP is >100% (115.81%), please submit a Planning Assessment Addendum or complete
page 4-5 (Advancing Allocation) of the FTSE1 10-23 form, link to the form provided below.
P. Complete this mc6ce only ifyou are the OWD= of the wle WWaker IMMMEM plant.
& IA+WTP EacR4 NzFnc: Vcmh H&mett Regional WWTP
b. WWTP Facility Purnit 9: NCE l83-6 _
Afifimn am In MCD
c, WWTP Facilily'sperrltiI(ed ROW 7.3
d. Figirn aW obGgwW R w not -jm Itibutery to the W WTV 3.323
c. W WTP Facility's actual avg. flow 3.3B9
f= Total floe for this spceifrc "Uest 0.024 (FV)
g. Total actwl and obligated flows to th& lac I lity 3.686
It. Perrenl of permitted Raw gscd I fiS.31%
Flow Tracking for Sewer Extension Application (with Advancing). (FTSE1 10-23)
Al
As a reminder, when replying to additional information requests, please be sure to reply all to the
most recent message. For this project alone, there have been several email replies that do not
include the entire email thread or all personnel relevant to the project so there is some
miscommunication occurring as to what part of the permitting process this project is at. Each
member of the Raleigh Regional Office Fast Track Team is managing 10-20 permits at a time (none of

the applications submitted have been "complete") and managing multiple emails from multiple
individuals for the same project takes time and patience. We understand every project is under
deadlines and we try our best, with the limited resources and staff, to provide responses and follow
up in a timely manner. To aid the regional staff in expediting the review and issuance process,
please be sure to submit a full complete applications according to all Rules, Regulations, MDCs, and
requirements outlined in the application instructions (for the FTAs and the FTSEs).
Best Regards,
Elaine Wild
Environmental Engineer
Division of Water Resources — NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
EM ! (CVP$,9- - nCLa 0 a9a +mca 2LS ZOrdfV $ F4 $Oed 014 Wh
CW-aa Pv Rowee� tpw a+#may W em ed to rh+R p riles.
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Wild, Elaine elaine.wildPdeq.nc.gov
Sent: Tuesday, March 5, 2024 11:50 AM
To: Mike Roselli mroselliPunderfootengineering.com; SVC—DEQ.DWR.RRO.FastTracks
DEG. DWR.RRO.FastTracks(@deq.nc.gov
Cc: Michael Wagner [e-mail]; Brandy Champion [e-mail]
Kenneth Keel kkeel(@harnett.org; C21010 - 2408 Fleming C21010(@underfooteng.com; Wilson,
Susan A susan.wilson(@deq.nc.gov; Pasha, Tanvir tanvir.pasha (0)deq.nc.gov; Larry Witek
Iarry(@firstcapitalinv.com
Subject: RE: [External] FW: Holston
I am working through these comments, and comments for several other projects. I will provide an
update when as soon as one available.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources — NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov

Ev andl+cirn ft a*ftss* &W oD$e Moh
Caroqns Rew iowo+ vmoy W ftfteshr Mies:
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Mike Roselli <mroselli(LDunderfootengineering.com>
Sent: Tuesday, March 5, 2024 11:46 AM
To: SVC_DEQ.DWR.RRO.FastTracks <DEQ.DWR.RRO.FastTracksCO)deq.nc.gov>
Cc: Michael Wagner <mwagner(Vuquay-varina.org>; Brandy Champion <bchampion CcDharnett.org>;
Kenneth Keel <kkeelCg)harnett.org>; C21010 - 2408 Fleming <C21010(0)underfooteng.com>; Wild,
Elaine <elaine.wildPdeq.nc.gov>; Wilson, Susan A <susan.wilsonC0�deq.nc.gov>; Pasha, Tanvir
<tanvir.pasha [e-mail]>; Larry Witek <larry(@firstcapitalinv.com>
Subject: RE: [External] FW: Holston
Importance: High
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Fast Track Team / Mike Hall,
Can we please have an update on the water and sewer permits for this project? The contractor is
ready to start, and I believe we have provided everything needed to obtain the permits.
Thanks!!
Mike Roselli, PE, PLA - Principal
1.1 underfoot
N&- ENGINEERING
1149 Executive Circle, Suite C Cary, NC 27511
Direct: 984-263-9755 (NEW) mroselliCcbunderfootengineering.com
Let's chat about development. Book a 15-min virtual coffee with me.
Visit our newwebsite: www.underfootengineering.com
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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: Michael Wagner <[e-mail]>
Sent: Monday, March 4, 2024 5:20 PM

To: Wild, Elaine <elaine.wildPdeq.nc.gov>
Cc: larryPfirstcapitalinv.com; iay(c)meyersengineering.net
Subject: Re: [External] FW: Holston
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Elaine,
Good afternoon. We are working on the permit modification submittal for the Avery Crossing
Pump Station. I am seeking clarity on what permit # I should use for the downstream receiving
sewer. The current permit is with our Hwy 42 Pump Station, but as you may be aware, we
have a "new" permit to convert the pump station to gravity sewer. Should I use the existing
permit or the one we just got?
Thanks,
Mike
Michael Wagner 1415 Holland Road
Public Utilities Director Fuquay-Varina, NC 27526
Town of Fuquay-Varina www.fuquay-varina.org
Office: Facebook Instagram Twitter
FOR
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
Sent: Tuesday, February 20, 2024 3:47 PM
To: 'Wild, Elaine' <elaine.wild(@deq.nc.gov>; Larry Witek <larr) (PfirstcaPita linv.com>
Cc: Michael Wagner <mwagner(o�fuquay-varina.org>; Brandy Champion <bchampion Pharnett.org>;
Kenneth Keel <kkeelPharnet">; C21010 - 2408 Fleming <C21010(@underfooteng.com>; Wilson,
Susan A <susan.wilsonPdeq.nc.gov>; Pasha, Tanvir <tanvir.pasha(@deq.nc.gov>
Subject: RE: [External] FW: Holston

Elaine, as the Avery Pump Station upgrade is not on the Holston Subdivision permits, is there
anything else you need to release the Holston Subdivision permits? The contractor on -site wants to
better understand utility work can start so they can schedule accordingly.
Thanks!!
Mike Roselli, PE, PLA - Principal
underfoot
iW ;'NGINEERING
1149 Executive Circle, Suite C Cary, INC 27511
Direct: 984-263-9755 (NEW) mroselliic)underfootengineering.com
Let's chat about development. Book a 15-min virtual coffee with me.
Visit our newwebsite: 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: Larry Witek <larry(@firstcapitalinv.com>
Sent: Monday, February 12, 2024 12:19 PM
To: Wild, Elaine <elaine.wild(@deq.nc.gov>
Cc: Michael Wagner <mwagner(@fuquay-varina.org>; Brandy Champion <bchampion (EDharnett.org>;
Kenneth Keel <kkeelfharnet">; C21010 - 2408 Fleming <C21010punderfooteng.com>; Mike
Roselli<mroselli(@underfootengineering.com>; Wilson, Susan A <susan.wilsonPdeq.nc.gov>; Pasha,
Tanvir <tanvir.pasha(@deq.nc.gov>
Subject: Re: [External] FW: Holston
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Elaine:
No. There will not be a pool or clubhouse in Holston subdivision.
Larry Witek
919-347-5558
Sent from my iPhone
On Feb 12, 2024, at 12:16 PM, Wild, Elaine <elaine.wild(b)deq.nc.gov> wrote:

Hello Michael,
Thank you for the permit number associated with the pump station at Avery Crossing.
Permit No. WQ0039197 is for the construction of approximately 2,747 LF of 8" GS, an
80 GPM pump station with duplex pumps, approximately 1,545 LF of 4" FM, and
16,800 GPD of domestic wastewater. Due to the significance of the permitted
infrastructure and flow, the permit for Holston Subdivision will not include the Avery
Crossing Pump Station upgrade. In order to make upgrades to that pump station, an
application for sewer extension permit modification will need to be submitted to the
regional office with the appropriate application fee.
Also, is there going to be a pool and/or clubhouse in the subdivision?
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources — NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
<image001.png>
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Michael Wagner <mwagner(,Dfuquay-varina.org>
Sent: Monday, February 12, 2024 11:58 AM
To: Wild, Elaine <elaine.wildPc1eq.nc.gov>
Cc: Brandy Champion <bchampion (3)harnett.org>; Kenneth Keel <kkeelpharnet">;
Larry Witek <larry(@firstcapitalinv.com>; C21010 - 2408 Fleming
<C21010Punderfooteng.com>; Mike Roselli<mroselli(@underfootengineering.com>
Subject: Re: [External] FW: Holston
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Elaine,
I hope that it is WQ0039197, otherwise I will have to dig into the old files.
Mike
Michael Wagner 1415 Holland Road
Fuquay-Varina, NC 27526

Public Utilities Director www.fuquay-varina.org
Town of Fuquay-Varina Facebook Instagram Twitter
Office:
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: Wild, Elaine <elaine.wild(@deq.nc.gov>
Sent: Monday, February 12, 2024 11:53 AM
To: Michael Wagner <mwagner(@fuquay-varina.org>
Cc: Brandy Champion <bchampion (3)harnett.org>; Kenneth Keel <kkeelpharnet">;
Larry Witek <larry(@firstcapitalinv.com>; C21010 - 2408 Fleming
<C21010Punderfooteng.com>; Mike Roselli<mroselli(@underfootengineering.com>
Subject: RE: [External] FW: Holston
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Hi Michael,
Thank you for the clarification. Is the Avery Crossing Pump station currently permitted?
If so, what is the permit # associated with that PS?
Thanks,
Elaine Wild
Environmental Engineer
Division of Water Resources — NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
<image001.png>

Water Quality Permitting I NC DEG
Permitting Process I NC DEQ
From: Michael Wagner <mwagnerCa)fuquay-varina.org>
Sent: Monday, February 12, 2024 11:51 AM
To: Wild, Elaine <elaine.wild(cDdeq.nc.gov>
Cc: Brandy Champion <bchampion(@harnett.org>; Kenneth Keel <kkeelCc�harnett.org>;
Larry Witek <larry(c)firstcapitalinv.com>; C21010 - 2408 Fleming
<C21010C�underfooteng.com>; Mike Roselli<mroselliCc�underfootengineering.com>
Subject: Re: [External] FW: Holston
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Elaine,
Susan Wilson is reviewing the Southern Oaks Phase I, Southern Oaks Phase II, and
Southern Oaks Phase III.
The Holston project gravity flows to the Avery Crossing Pump station. Avery
Crossing pumps into the Hwy 42 Pump Station and the Hwy 42 PS pumps into the
Southern Oaks PS. The "Southern Oaks Phase I" project converts the SOPS to
gravity sewer and the "Southern Oaks Phase II" converts the Hwy 42 PS into
gravity sewer. Ultimately, Avery Crossing will be pumping into the new Phase II
gravity sewer. The existing pumps at the Avery Crossing Pump Station will be
replaced, with the Holston project, with two (2) XFP81C-VX pumps to support this
flow.
Please let me know if further clarification is needed?
Thanks,
Mike
Michaell Wagner 1415 Holland Road
Public Utilities Director Fuquay-Varina, NC 27526
Town of Fuquay-Varina www.fuquay-varina.org
Office: 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: Wild, Elaine <elaine.wildPdeq.nc.gov>
Sent: Monday, February 12, 2024 11:11 AM
To: Michael Wagner <mwagnerAfuquay-varina.org>
Cc: Brandy Champion <bchampion (@harnett.org>; Kenneth Keel <kkeelpharnett.org>;
Larry Witek <larryPfirstcapitalinv.com>; C21010 - 2408 Fleming
<C21010Punderfooteng.com>; Mike Roselli<mroselliPunderfootengineering.com>
Subject: RE: [External] FW: Holston
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,
According to the Planning Assessment Addendum, "the Avery Crossing Pump Station
will be upsized with this proposed sewer extension." Is the intention to have the Avery
PS upgraded as part of the Holston Subdivision project? Additionally, there are
currently two projects in the RRO with the name "Southern Oaks," both are associated
with gravity sewer and neither include pump station information, are the pump
stations being removed as part of one (or both) of those projects? Is there another
modification being submitted to convert the Hwy 42 PS to GS?
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources — NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(b)deq.nc.gov
<image001.png>
Water Quality Permitting I NC DEC)
Permitting Process I INC DEQ

From: Wild, Elaine
Sent: Monday, February 12, 2024 10:50 AM
To: Mike Roselli <mroselli(o�underfootengineering.com>
Cc: Brandy Champion <bchampion(@harnett.org>; Kenneth Keel <kkeelftarnett.org>;
Larry Witek <larry(@firstcapitalinv.com>; C21010 - 2408 Fleming
<C21010Punderfooteng.com>
Subject: RE: [External] FW: Holston
Hello Mike,
This is a fairly large community. Will there be a pool and clubhouse in the subdivision
for residential use?
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources — NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
<image001.png>
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Wild, Elaine
Sent: Monday, February 12, 2024 9:13 AM
To: Mike Roselli <mroselliPunderfootengineering.com>
Cc: Brandy Champion <bchampion(o�harnett.org>; Kenneth Keel <kkeelpharnett.org>;
Larry Witek <larry(@firstcapitalinv.com>; C21010 - 2408 Fleming
<C21010 (@ u n d e rfoote n g. co m>
Subject: RE: [External] FW: Holston
Mike,
No need to mail in a copy of the FTSE at this time. (Thanks for asking Brandy.) I will
review the add info and provide a response within the week.
Thank you,
Elaine Wild
Environmental Engineer

Division of Water Resources — NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
[e-mail]
<image001.png>
Water Quality Permitting I NC DEC)
Permitting Process I NC DEQ
From: Mike Roselli <mroselli(oDunderfootengineering.com>
Sent: Tuesday, January 30, 2024 10:07 AM
To: Wild, Elaine <elaine.wild(@deq.nc.gov>
Cc: Brandy Champion <bchampion C5)harnett.org>; Kenneth Keel <kkeeI(@harnett.org>;
Larry Witek <Iarry(@firstcapitalinv.com>; C21010 - 2408 Fleming
<C2101OPunderfooteng.com>
Subject: [External] FW: Holston
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious
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Elaine, see attached. Do you need a paper copy? Is there anything else you need to
issue the water and sewer permit?
Larry, I will call you back later today.
Thanks,
Mike Roselli, PE, PLA - Principal
<image002.png>
1149 Executive Circle, Suite C Cary, NC 27511
Direct: 984-263-9755 (NEW) mroselliCgpunderfootengineering.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: Brandy Champion <bchampion Pharnett.org>
Sent: Tuesday, January 30, 2024 7:49 AM
To: Mike Roselli<mroselliPunderfootengineering.com>
Cc: Kenneth Keel <kkeeI(@harnett.org>
Subject: Holston

attached is the updated FTSE for Holston, would you like for me to mail in a copy? If so
can you verify the mailing address to send to?
Have a great day!
�vi�cn�f �Jfrc���ion
Office assistant
Harnett Regional water
PO SOX 1119
700 McKinney Parkway
Lillington, NC 27546
View Water & Sewer Locations
Information for Engineers/Developers:
https://www.harnettwater.or /g important -forms/
Please use the link below to send large files(over 5mb).
https://www.sendthisfile.com/harnett
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