WQ0044923_Application (FTSE)_20240226

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTFM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
i
Application Number: WQ0044 23 (to be completed by DWR)
revised 02/26/2024
All items must be completed or the application will be returned
I.
APPLICANT INFORMATION:
1. Applicant's name: Town of Louisburg (company, municipality, I IOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation
❑ General Partnership
❑ Federal. ElState/County
0i unicipal
3. Signature authority's name: Keith Callahan per 15A NCAC 0211
.01061b1
Title: Planning Director
4_ Applicant's mailing address: 110 W_ Nash Street
City: Louisburg State: NC Zip: 27549-_
5_ Applicant's contact information:
Phone number: [phone] Email Address: kcallahanC&to
oflouisburzorg
❑ Privately -Owned Public Utility
❑ Other
11. PROJECT INFORMATION:
1. Project name: Green Hill Subdivision Phases 2 & 4
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: %k'Q00 and issued date:
For modifications, also attach a detailed narrative deser ptiou as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existif g permit number: WQ00
3. County where project is located: Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.083 84' Longitude:-78.302365'
5. Parcel ID (if applicable): 2804-79-8886 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Christopher A. Lewis. PE License Number. 041421
Firm: FLM Engineering, Inc.
Mailing address: PO Box 91727
City: Raleigh State: NC Zip: 27675-
Phone number: [phone] Email Address: clewisQflinenrineering.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Louisburg Tar River Water Reclamation Facility Permit Number. NCO020231
Owner Name: Town of Louisburg
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0042335
2_ Downstream (Receiving) Sewer Information: 8 inch E Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicabl ): WQCS00113
Owner Name(s): Town of Louisburg
FORM: FTA 10-23
Page I of 5

VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Cer
❑ Yes ❑
2. If the Applicant is a Developer of lots to be sold, has a ❑evelo
❑ Yes ❑
3. If the Applicant is a Home/Property Owners' Association, has
supplementary documentation as required by 15A NCAC 02T.
❑ Yes ❑
4. Origin of wastewater: (check all that apply):
e of Public Convenience and Necessity been attached?
® N/A
s Operational Agreement (FOnl. DEV) been attached?
® NIA
HOA/POA Operational Agreement (FORM: HOA) and
15(c)been attached?
r ® N/A
® Residential (Individually Owned) ❑ Retail (stores, cente , malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food prep aration/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is thei e a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 ? ❑ Yes ® No
➢ If res, provide a come of f1o%v reduction approval letter ith this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t)) Daily Deign Flow" I No. of Units Flow
3 Bedroom Dwellings 225 gal/Dwelling @ 75GPDBedroom 20 4,500 GPD
4 Bedroom Dwellings 300 gal/Dwellin4@ 75GPDBedroom 67 20,100 GPD
gaU GPD
gal/ I GPD
gal/ GPD
gaU GPD
Total 24,600 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(1) and (e)(2) for ca eats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0l 14(c), design flow rates for establis ments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 24,600 GPD (per 15A NCAC 02T .0 114 and G.S. 143-215.1)
➢ 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 appm imate timeframe for permitting iipstre.am sewers with flow
❑ Flow has already been al located in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no
❑ Other (Explain):
i flow expected
FORM: FTA 10-23 1 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -
l. Summarize gravity sewer to be permitted:
Size (inches) , Length
8" 5,113
8" 596
& MDC (Gravity Sewers):
Material
SDR35 PVC
CL350 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) -
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude:
3. Total number of pumps at the pump station.-
3. Design flow of the pump station: millions gallons per da
➢ This should reflect the total GPM for the pump station with
4. Operational point(s) per pump(s): gallons per minute (GI
5. Summarize the force main to be permitted (for this Pump Statioi
Size (inches) I Length
If any portion of the force main is less than 4-inches in dianietet
MDCPSFM Section 2.01 C. Lb. 0 Grinder Pump ❑ Mechan:
6. Power reliability in accordance with 15A NCAC 02*r .0305(h)(
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC
➢ Required for all pump stations with an average daily flow g
➢ Must he permanent to facility and may not he pnrtahle
Or if the pump station has an average daily flow less than 15,00
❑ Portable power source with manual activation, quick -cone
or
❑ Portable pumping unit with plugged emergency pump Conn
➢ Include documentation that the portable source is owned or
D If the portable power source or pump is dedicated to multipl
capacities and the rotation schedule of the portable power s
as part of this permit application in the case of a multiple st
& MDC (Pump Stations/Force Mains):
STATION INCLUDED 1N THIS PROJI
Longitude: - °
(firm capacity)
ie largest pump out of service.
0) at feet total dynamic head (TDH)
Material
I I
please identify the method of solids reduction per
al Bar Screen ❑ Other (please specily)
02T.0305(h)(1)(B)_
eater than or equal to 15,000 gallons per day
gallons per day 15A NCACO2T.0305(h)(1)(C):
ion receptacle and telemetry -
;tion and telemetry
Dntracted by the applicant and is compatible with the station.
pump stations, an evaluation of all the pump stations' storage
irce or pump, including travel timeframes, shall be provided
ion power outage.
FORM: FTA 10-23 1 Page 3 of 5

IX.
FORM
SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC
02T .0305(f)):
Does the project comply with all separations/alternatives found
in 15A NCAC 02T .0305(f) & (g)? ® Yes
15A NCAC 02T.0305(f) contains minimum se aratio
s that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'--Water mains (vertical - water over sewer preferred, including ir
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 we
, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking Ovate
, and associated wetlands.
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW,
HQW, or SB from normal
high water (or tide elevation) and wetlands associated with thes
waters (see item IX.2)
50 feet
*"Any other stream, lake, impoundment, or ground water lower
ng 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 heig
it
10 feet
Drainage systems and interceptor drains
5 feet
10 feet
Any swimming pools
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(t) or (g), see Section X.1
f this application
"15A NCAC 02T_0305(e) contains alternatives where separatio
s in 02T.0305(t) cannot be achieved. Please check "y
above if these alternatives are used and provide narrative information
to explain.
"*Stream classifications can be identified using the Division's
C Surface Water Classifications web a e
Does this project comply with the minimum separation requirements
for water mains? ® Yes El No
➢ If no, please refer to 15A NCAC 18C.0906(f) for docu
entation requirements and submit a separate docue
signed/sealed by an NC licensed PE, verifying the crit
ria outlined in that Rule.
Does the project comply with separation requirements for wetlands?
® Yes ❑ No
➢ Please provide supplementary information identifying the
as of non-conformance.
➢ Seethe Division's draft separation requirements for situations
where separation cannot be met.
➢ No variance is required if the alternative design criteria spe
ified is utilized in design and construction.
Is the project located in a river basin subject to any State buffer
rules? ® Yes Basin name: Tar -Pam ❑ No
If yes, does the project comply with setbacks found in the river
sin rules per 15A NCAC 02B .0200? ® Yes
➢ This includes Trout Buffered Streams per 15A NCAC 2B.00�02
Does the project require coverage/authorization under a 404 Na
onwide/individual permits ® Yes
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the
ver letter if coverage/authorization is required.
Does project comply with 15A NCAC 02T.0105(c)(6) (additio
l permits/certifications)? ® Yes
Per 15A NCAC 02T.0105(c)(6), directly related environmental
permits or certification applications must be being pre
have been applied for, or have been obtained. Issuance of this permit
is contingent on issuance of dependent permits (e
and sedimentation control plans, stormwater management plans
etc.).
Does this project include any sewer collection lines that are dee
ed "high -priority?" ❑ Yes
Per 15A NCAC 02T.0402, ``high -priority sewer" means any aer
al sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are su
ject to erosion that undermines or deteriorates the sew
Siphons and sewers suspended through interference/coaflic
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
epresentative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or t
e permittee's individual System -Wide Collection p
FTA 10-23
Pag
❑ No
es"
❑
ermit.
e4of5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Hump Station -
and Force Mains (latest version), and the Gravity Sewer Minimlam Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the VarianceiAlternative Design Request application
(VADC 10-14) and supporting documents for review to th�Central Office. Approval of the request will be issued
concurrently with the approval of the permit. and projecI4 requiring a variance approval may he subject to longer
review times. Far nroiects renuirinp two or more variances 6r where the variance is determined by the Division to be a
significant portion of the project, the full technical review islrequired.
2. Professional Engineer's Certification:
I, C'wls•rt NEE, (.EhitS . attest that this
(Professional Engineer's name from Application Item 111 1.)
has been reviewed by me and is accurate, complete ai
specifications, engineering calculations, and all other supp
attest that to the best of my knowledge the proposed design It
Minimum Design Criteria for Gravity Sewers (latest version),
of Punip Stations and Force Mains (latest versions. Although
submittal package, inclusion of these materials under my sig
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A at
statement, representation, or certification in any application p;
include a fine not to exceed $10,000, as well as civil penalties ul
information, including failure to disclose any design non-compll
the North Carolina -licensed Professional Engineer to referral to
North Carolina Professional Engineer's seal,
3. Applicant's Certification per 15A NCAC 02T .0106(b): ya
I, �fG 4L"7 , attest that this
(Signature Authority Name from Application Item 1.3.)
attest that this application has been reviewed by me am
I understand that if all required parts of this application are n�
and attachments are not included, this application package is
discharge of wastewater from this non -discharge system to stir
action that may include civil penalties, injunctive relief, and/or
of Water Resources should a condition of this permit be violatq
package are not completed and that if all required supporting
package will be returned to me as incomplete.
ication for GjVid t#tL Surrs?1ytAiy Plkw Z
(Project Name from Application Item It. 1)
consistent with the information supplied in the plans,
ting documentation to the best of my knowledge. 1 further
been prepared in accordance with the applicable regulations,
d the IVlinimum D ign Criteria for the Fast-l'rack Permitting
her professionals may have developed certain portions of this
ure and seal signifies that I have reviewed this material and
d 143-215.6B, any person who knowingly makes any false
ckage shall be guilty of a Class 2 misdemeanor, which may
to $25,000 per violation. Misrepresentation of the application
mce with the applicable Rules and design criteria, may subject
the licensing board. (21 NCAC 56.0701)
%ilflatlot,
ire, and date: _ IVA O
q0 SEAL _
0
HER P,X1.,
for %Mn flrll y,-V0n /o/+us'S ark
(Project Name from Application Item 11. I)
is accurate and complete to the best of my knowledge.
completed and that if all required supporting documentation
bject to being returned as incomplete. I understand that any
re waters or the land will result in an immediate enforcement
intinal prosecution. I will make no claim againstthe Division
I also understand that if all required parts of this application
tormation and attachments are not included, this application
NOTE — In accordance with General Statutes 143-215.6A ar�d 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 u to $25,000 per violation.
Signature: Date:
I
FORM: FTA 10-23 ' Page 5 of 5

DW R
Division of WuNr Re%ource %
Entity Requesting Allocation: Town of Louisbur
Project Name for which flow is being requested: GI
More than one FTSE may be required for a single project #
stations along the route of the
I. Complete this section only if you are the owner of
a. WWTP Facility Name: Louisburg Tar River
b. WWTP Facility Permit #: NC0020231
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
£ Total flow for this specific request
g. Total actual and obligated flows to the facility
h_ Percent of permitted flow used
II. Complete this section for each pump station you are
wastewater flow.
List pump stations located between the project
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
Green
WQ0002500
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Tracking for Sewer Extension Applications
(FTSE 10-23)
n Hill Subdivision Phases 2 & 4
owner of the WWTP is not responsible for all pump
eased wastewater flow.
wastewater treatment plant.
ater Reclamation Facilit
All flows are in MGD
1.37
.036225
.55
0.0246
.586225
.4279 42.79%
for along the route of this proposed
point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
Design
Obligated,
Total
Average
Approx_
Not Yet
Current Flow
Firm
Daily Flow**
Current
Tributary
Plus
Capacity, *
(Firm / pf),
Av.g. Daily
Daily Flow,
Obligated
MGD
MGD
low,. MGD
MGD
Flow
,324
.1296
.080091
.0246
.10469
* The )Firm Capacity (design flow) of any pump statio
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of tt
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum
*** A Planning Assessment Addendum shall be attache
project connection point and the WWTP where the Av
Downstream Facility Name (Sewer): Louisburg W
Downstream Permit Number: NC0020231
(E)=(A-D)
Available
Capacity* * *
.02491
is defined as the maximum pumped flow that can be
pump station divided by a peaking factor (pf) not
resign Criteria.
for each pump station located between the
[able Capacity is ¢ 0.
Reclamation Facilit,
Page 1 of
FTSE 10-23

III. Certification Statement:
I Keith Callahan certify to the
the volume of wastewater to be permitted in this project h:
wastewater treatment facility and that the flow from this
related sanitary sewer overflows or overburden any dove
treatment plant under normal circumstances, given the
identified in the planning assessment where applicable.'
with local established policies and procedures using the
those items listed above in Sections I and II plus all attac
am the responsible party. Signature of this form certifies
works has adequate capacity to transport and treat the pry
��g (/-J�ALL
Signing Official Signature
-st of my knowledge that the addition of
s been evaluated along the route to the receiving
project. is not anticipated to cause any capacity
nstream pump station en route to the receiving
implementation of the planned improvements
`his analysis has been performed in accordance
best available data. This certification applies to
ied planning assessment addendums for which I
that the receiving collection system or treatment
i rQm;n �s��zr�d�r/�'cl� lac sedv ze A03,—
Title of Signing Official
new wastewater.
Date
Page 2 of 8
FTSE 10-23

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FLMENGINEERING
TRANSMITTAL
Date: January 12, 2024
To: Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Attn: Mr. Richard Simpson, Environmental Engineer
Reference: Green Hill Subdivision Remaining Phases — Comment Response
Application Number WQ0044923
We are sending the following items:
Copies
Description
Date
2
Comment Response Letters
2024-10-12
2
Revised Green Hill Remaining Phases Fast Track Sewer Applications
2024-10-12
2
Revised Green Hill Remaining Phases Flow Tracking / Acce tance Forms
2024-10-12
2
Revised 8.5" x 11" USGS Topographic Quad Maps
2024-10-12
2
NCDWR 401 Permit
2024-10-12
2
NCDWR Buffer Permit
2024-10-12
These items are transmitted:
❑ For Review & Comment ❑ As Requested
Sincerely,
FLM Engineering, Inc.
�/
Christopher A. Lewis, Principal
clewis(a)flmengineering.com
❑ For Your Use ❑x For Approval
© 2024 FLM Engineering, Inc. Page 1 of 1
PO Box 91727, Raleigh, NC 27675 p 1919.423.8975
January 12, 2024

FLMENGINEERING
February 26, 2024
NCDEQ
Division of Water Resources
1627 Mail Service Center
Raleigh, NC 27699-1636
Reference: Green Hill Phases 2 & 4
Gravity Sewer Extension Fast Track Submittal
To Whom it may concern
This letter is to accompany the submittal package for the Green Hill Subdivision Remaining
Phases public gravity sewer application form FTA 10-23.
The Green Hill Subdivision is a proposed 318-lot subdivision with a combination of single-family
detached dwellings and townhome products that is to be developed Green Hill Drive, LLC. The
first phase of the project already exists and consists of 48 of those 318 lots. The site is located
within the Town of Louisburg, Franklin County along NC Hwy 39 Oust south of the intersection of
US 401 and NC Hwy 39).
The total wastewater flow generated by Phases 2 and 4 is expected to be 24,600 gallons per day
(GPD), based on the 2T rules.
The sewer system extension for Phases 2 and 4 consists of 31 proposed public 4' diameter
manholes 5,113 linear feet of 8-inch SDR35 PVC 596 linear feet of 8-inch CL350 DIP.
Please let me know if you have any questions or need any additional information.
Sincerely,
Christopher A. Lewis, PE
Principal
919.802.7146
[e-mail]
© 2024 FLM Engineering, Inc. Page 1 of 1 February 26, 2024
PO Box 91727, Raleigh, NC 27675 p 1919.610.1051

FLMENGINEERING
January 10, 2024
Mr. Richard Simpson
Environmental Engineer
NCDEQ
Division of Water Resources
1627 Mail Service Center
Raleigh, NC 27699-1636
Reference: Green Hill Subdivision Remaining Phases
Sewer Application No.: WQ0044923
Comment Response
Mr. Simpson,
In response to the December 20, 2023 review comments, enclosed you will find the revised
application package with your comments addressed as follows:
1. Section VI.7 summarizes the number of bedrooms will be 874. The summary letter
states the first phase of the project already exists and consists of 48 of 318 lots.
Please describe and confirm the remaining 270 lots will have 874 bedrooms with a
flow increase of 104,880 gallons per day. Please differentiate the number of
bedrooms per single dwelling.
The application has been revised to differentiate the number of bedrooms per single
dwelling as requested for the remaining 270 lots. As you'll note in the revision, the
developer has requested that we increase the number of four -bedroom units, so the
overall bedroom count has increased from the previous submittal.
Finally, please note that at the request of the Town of Louisburg, the sewer flow rate has
been revised to reflect the recently approved legislation which utilizes a design flow of 75
GPD per bedroom.
2. The proposed subdivision phase appears to be bordering the Tar River. A portion
of the proposed subdivision may or may not be in a FEMA regulatory floodway. Per
Section IX.4 of your permit application, please provide information to comply with
setbacks found in the river basin rules per 15A NCAC 02B .0200 (Classification and
Water Quality Standards Applicable to Surface Waters and Wetlands of North
Carolina).
This was an error on my part, the application has been revised to reflect that we are in
compliance with the setbacks in the river basin rules as noted.
3. Please provide the Permit Number/Permitting Status letter for the 404/401
authorization specified in Section IX.5. of the Fast Track Application.
We have received the NCDWR buffer authorization and 401 permit; however, we are still
awaiting the USACE 404 permit. We are currently awaiting an update from USACE on the
status of that permit.
© 2024 FLM Engineering, Inc. Page 1 of 2 January 10, 2024
PO Box 91727, Raleigh, NC 27675 p 1919.610.1051

The permit numbers are as follows:
USACE: SAW-2022-01787
NCDWR: 20231066
The NCDWR permits have been included with this resubmittal package. We anticipate the
USACE 404 permit any day now.
4. Topographical map and/or the aerial map provided are not sufficient. According to
Section F of the Application Instructions, an 8.5-inch x 11-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.
A revised topographical map has been provided which as stated above, clearly identifies
the project area, closest surface waters and general location of gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving
sewer.
Please let me know if you have any questions or need any additional information.
Sincerely,
Christopher A. Lewis, PE
Principal
919.802.7146
[e-mail]
© 2024 FLM Engineering, Inc. Page 2 of 2 January 10, 2024

From: Christopher Lewis
To: Simpson, Richard
Subject: RE: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
Date: Monday, February 26, 2024 11:39:37 AM
Attachments: imaae001.pna
image002.pnna
NCDEO Sewer Cover Letter Green Hill Remaining Phases 2024-02-26.pdf
Green Hill 2&4 FTA 2-23-24.pdf
Green Hill 2&4 FTSE 2-23-24.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hey, Richard,
I apologize for the delay on this. The Town of Louisburg just provided the revised signed applications
for Green Hill.
As discussed below, the revised applications are for Phases 2 and 4 (not the entire remaining
project). I've attached the revised cover letter which reflects the adjustments.
Please let me know if you have any questions, or need any additional information.
Thank you!
Chris
Christopher A. Lewis, PE
Principal
FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
c 1 919.802.7146
www.flmengineering.com
From: Christopher Lewis
Sent: Wednesday, February 14, 2024 3:17 PM
To: Simpson, Richard <[e-mail]>
Subject: RE: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
Hey, Richard,
I actually just stepped out of a meeting with the Town of Louisburg from which we were discussing
the project and applications.
It's a bit of a long story, but as of this morning, the Town of Louisburg has requested that my clients
make some adjustments to the project. As such, I had to revise the FTA and FTSE applications for
their signature..

My assumption is that we should have those revised applications signed/returned by the end of this
week, and hopefully we're beyond this.
I apologize for the delay, and will keep you posted. Trust me, my clients are anxious to finish the
permitting process.
Thanks,
Chris
Christopher A. Lewis, PE
Principal
FL MEN INEERIN
PO Box 91727
Raleigh, NC 27675
c 1919.802.7146
www.flmengineering.com
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Wednesday, February 14, 2024 3:05 PM
To: Christopher Lewis <clewis(@flmengineering.com>
Subject: RE: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
Good afternoon,
Any updates with the requested items?
Richard
From: Christopher Lewis <clewis(@flmengineering.com>
Sent: Tuesday, January 30, 2024 12:08 PM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hey, Richard,
I just emailed the Town of Louisburg again to check on the revised FTSE.
Just wanted to let you know that I was still working on it.
Thanks,
Chris

Christopher A. Lewis, PE
Principal
FLMEN INEERINC
PO Box 91727
Raleigh, NC 27675
c 1919.802.7146
www.flmengineering.com
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Thursday, January 25, 2024 10:12 AM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>; Christopher Lewis
<clewis(@flmen.Qineerin.Q.com>
Subject: RE: Green Hill Subdivision Sewer Extension Additional Information Request
Good morning.
Just a follow up email to see when you would be able to send me the 2 requested items.
Kind regards,
Richard
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Friday, January 19, 2024 3:58 PM
To: Christopher Lewis <clewis(@flmengineering.com>
Cc: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: Green Hill Subdivision Sewer Extension Additional Information Request
Good afternoon Chris,
After reviewing your updated Fast Track Application, I will need clarification and updates on the Flow
Tracking Sewer Extension Application.
1. Keith Callahan did not date the document and I need that dated since it is a different person
than the original application.
2. The updated Topo map has a pump station. Any pump station between the project and the
WWTP will need to be listed in Item 11. Please update/clarify accordingly.
See attached. Have a great weekend,
Richard
From: Christopher Lewis <clewis(@flmengineering.com>
Sent: Thursday, January 18, 2024 11:52 AM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: RE: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Thank you, sir!

-Chris
Christopher A. Lewis, PE
Principal
FLM EN [NEERI N
PO Box 91727
Raleigh, NC 27675
c 1 919.802.7146
www.flmengineering.com
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Thursday, January 18, 2024 11:50 AM
To: Christopher Lewis <clewis(@flmengineering.com>
Cc: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: RE: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
Yes. I'll let you know if I need anything else.
From: Christopher Lewis <clewis(@flmengineering.com>
Sent: Thursday, January 18, 2024 11:48 AM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: RE: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hey, Richard,
Following up with you on this.
Were you able to locate the hardcopy resubmittal?
Thanks!
Chris
Christopher A. Lewis, PE
Principal
ELMEN INEERINu
PO Box 91727
Raleigh, NC 27675
c 1 919.802.7146
www.flmengineering.com

From: Christopher Lewis
Sent: Thursday, January 18, 2024 8:35 AM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: RE: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
Hey, Richard,
Thank you for checking in with me. I hand delivered the resubmittal package to the secretary at the
front desk of the NCDEQ Raleigh Regional office last Friday around 10am.
I've attached digital copies of the resubmittal package.
Please let me know what you find out. I certainly don't want this to be marked
incomplete/withdrawn.
Thanks!
Chris
Christopher A. Lewis, PE
Principal
FLMENGINEERING
PO Box 91727
Raleigh, NC 27675
c 1 919.802.7146
www.flmengineering.com
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Thursday, January 18, 2024 8:29 AM
To: Christopher Lewis <clewis(@flmengineering.com>
Subject: RE: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
Good morning. Just checking in on the status of the additional information needed due 1/19/2024.
Kind regards,
From: Christopher Lewis <clewis(@flmengineering.com>
Sent: Thursday, January 4, 2024 11:24 AM
To: Simpson, Richard <richard.simpsonRdeq.nc.gov>
Cc: Medlin, Sean <smedlin(@townoflouisburg.org>
Subject: [External] RE: Green Hill Subdivision Sewer Extension Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Thanks, Richard,
We're working through this. I should be able to address these by mid next week.
-Chris
Christopher A. Lewis, PE
Principal
FLME CI JEERIf
PO Box 91727
Raleigh, NC 27675
c 1 919.802.7146
www.flmengineering.com
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Wednesday, December 20, 2023 1:50 PM
To: Christopher Lewis <clewis(@flmengineering.com>
Cc: Medlin, Sean<smedlin(cDtownoflouisburg.org>; Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: Green Hill Subdivision Sewer Extension Additional Information Request
Hello Christopher,
After reviewing the Fast Track Sewer System Extension Application for Green Hill Subdivision
Remaining Phases (Application Number WQ0044923), additional information is required in order to
further process the application. Please provide the following information by January 19, 2024, and
note that the requested information must be submitted within 30 days of this request, or the
applicant will be required to submit a new application and application fee in accordance with 15A
NCAC 02T .0107.
1— Section VI.7 summarizes the number of bedrooms will be 874. The summary letter states the
first phase of the project already exists and consists of 48 of 318 lots. Please describe and confirm
the remaining 270 lots will have 874 bedrooms with a flow increase of 104,880 gallons per day.
Please differentiate the number of bedrooms per single dwelling.
2 - The proposed subdivision phase appears to be bordering the Tar River. A portion of the
proposed subdivision may or may not be in a FEMA regulatory floodway. Per Section IX.4 of your
permit application, please provide information to comply with setbacks found in the river basin rules
per 15A NCAC 02B .0200 (Classification and Water Quality Standards Applicable to Surface Waters
and Wetlands of North Carolina).
3 - Please provide the Permit Number/Permitting Status letter for the 404/401 authorization
specified in Section IX.S. of the Fast Track Application.
4 - Topographical map and/or the aerial map provided are not sufficient. According to Section F of
the Application Instructions, an 8.5-inch x 11-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.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of returned application shall be accompanied
with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of
October 3, 2023 [as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Storm water Fees, Section 12.14(a)].
Sincerely,
Richard
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4239 Office
richard.simpson(cDdeq.nc.gov
CamllneP Records Low and may bed*Vasedr404Ames
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf (state.nc.us)
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, X
Director
November 20, 2023
Green Hill Drive, LLC
Attn: Michael Perry
PO Box 610
Youngsville, NC 27596
(via email: mike.perry(Lncforester.coin)
NORTH CAROLINA
Environmental Quality
DWR # 20231066
Franklin County
Subject: Approval of Individual 401 Water Quality Certification and Additional Conditions
Green Hill Subdivision
USACE Action ID. No. SAW-2022-01787
Dear Mr. Perry:
Attached hereto is a copy of Certification No. WQC006437 issued to Michael Perry and Green Hill Drive,
LLC, dated November 20, 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 1� Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 2-609
NORTH CAROLINA
Dspwtn mmE,m��m nc i919.791.4200
n 1y

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 2 of 16
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 [1 SA 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 tiling 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 tiling 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 Zach Thomas at 919-791-4255 or zachary.thomas a_ deq.nc. og_v if you have any
questions or concerns.
Sincerely,
ocuSigned by:
E�D
a. f.
2916E6AB32144F...
Vanessa Manuel, Assistant Regional Supervisor
Division of Water Resources - Raleigh Regional Office
Department of Environmental Quality
cc: Kim Hamlin, Sage Ecological (via email: khamlingsaaeecoloaical.com)
Dicky Harmon, USACE Raleigh Regulatory Field Office (via email)
NC Wildlife Resources Commission (via email)
DWR 401 & Buffer Permitting Branch Electronic file/Laserfiche
NoRTr�AorND EQ��
Mg—br AN bm­Tll OlMkY
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31
Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 3 of 16
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION 4WQC006437 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 Michael Perry and Green Hill Drive,
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
and public notice issued by the Division on August 2, 2023, and additional information received
October 18, 2023 and November 15, 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
W1 (EX-1): Road Crossing — Culvert
0.154 acres
0 acres
0.154 credits
W2
(EX-1): Road Crossing
— Construction
0 acres
0.011 acres
0 credits
W3
(EX-2): Road Crossing
— Culvert
0.037 acres
0 acres
0.037 credits
W4
(EX-3): Roadway & Lot Grading
0.216 acres
0 acres
0.216 credits
Totals:
0.407 acres
0.011 acres
0.407 credits
Intermittent Streams
S4
(EX-1): Road Crossing
— Culvert
9 linear feet
0 linear feet
0 credits
SS
(EX-1): Road Crossing
— Riprap
7 linear feet
0 linear feet
0 credits
S9
(EX-6): Road Crossing
— Fill
23 linear feet
0 linear feet
0 credits
S 10 (EX-6): Road Crossing — Dewatering
0 linear feet
4 linear feet
0 credits
Totals:
39 linear feet
4 linear feet
0 credits
Perennial Streams
S1
EX-1 : Road Crossing
— Culvert
85 linear feet
0 linear feet
0 credits
S2
(EX-1): Road Crossing
— Dewatering
0 linear feet
13 linear feet
0 credits
S3
(EX-1): Road Crossing
— Riprap
11 linear feet
0 linear feet
0 credits
S6
(EX-5): Road Crossing
— Culvert
99 linear feet
0 linear feet
0 credits
S7
(EX-5): Road Crossing
— Riprap
12 linear feet
0 linear feet
0 credits
S8
(EX-5): Road Crossing
— Dewatering
0 linear feet
11 linear feet
0 credits
Totals:
2071inear feet
24 linear feet
0 credits
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
North Carolina Department of Environmental Quality I Division of Water Resources
pp{whnent 01 Ennlrnnmenfel 9uallly
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31
Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 4 of 16
1) Compensatory Mitigation Using a Private Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. The
attached Compensatory Mitigation Responsibility Acceptance Form shall be completed and
provided to the Division prior to any impacts occurring. If the Mitigation Provider specified on
the attached Form(s) for the proposed impacts changes after issuance of this Certificate, then the
Permittee shall request a revised Compensatory Mitigation Responsibility Acceptance Form
from the Division prior to conducting any impacts.
Compensatory Mitigation
Required
River and Sub -basin Number
Riparian Wetland
0.407 acres (credits)
Tar -Pamlico - 03020101
Citation: 15A NCAC 02H.0506(c); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not he 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 slate's antidegradalion policy), the project must provide for
replacement of existing uses through compensatory mitigation.
2) 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: 15A NCAC 02H.0506,- 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided fbr in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of'hiological 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) 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,
suffocation of eggs, and clogging of gills of aquatic species. Citation: 15A NCAC 02H.0506
(h) (1) and (2)
Justification: Surface water quality standards require that conditions of waters he suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of hiological 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.
lrir a-,i;.RE Q1A
jJUR .A U _
Geiwdnent 01 Ennlrnnmenfel 9uallly
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 5 of 16
4) Stormwater Management Plan:
The Permittee shall secure an approved stormwater management plan (SMP) from the
appropriate locally delegated government programs before any impacts authorized in this
certification occur. The applicable portion of the approved SMP shall be constructed and
operational before any permanent building or other permanent structure is occupied at the site. If
any of the SCMs are used as an Erosion and Sediment Control device, it must be restored to the
approved stormwater design condition within 30 days of close-out of the Erosion and Sediment
Control Plan.
Citation: 15A NCAC 02H.0506,- 15A 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.
5) 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: 15A NCAC 02H. 0502(a); 15A NCAC 02H.0506(b); 15A 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) For road construction purposes, this Certification shall only be utilized from natural high ground
to natural high ground.
Citation: 15A NCAC 02H. 0502(a); 15A NCAC 02H.0506(b); 15A 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.
7) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
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: 15A NCAC 02H.0502(a);15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c)
�� North Carolina Department of Environmental Quality I Division of Water Resources
R E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200
pE{whnent 01 Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 6 of 16
Justification: A project that affects waters shall not he permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with stale 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) 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: 15A NCAC 02H.0502; 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A
NCACO2B .0200; S.L. 2017-145
Justification: A project that affects waters shall not he 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) 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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure
that conditions of waters be suitable fbr all best uses provided fbr 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: 15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not he 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.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
NORi1l C,±RO� IYn
919 791.4200

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 7 of 16
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: 15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not he 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: 15A NCAC 02H.0506(h); 15A 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: 15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not he 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.
1) For all utility lines constructed within wetlands, an anti -seep collar shall be placed at the
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
�� North Carolina Department of Environmental Quality I Division of Water Resources
R E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200
pE{whnent 01 Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 8 of 16
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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not he permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
aclivily will comply with stale water qualily standards (including designated uses, numeric
criteria, narrative criteria and the state 's antidegradation policy), the Division must evaluate
if the aclivily 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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not he 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.
10) 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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
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.
lrir a-,i;.RE Q1A
jJUR .A U _
Pllwdnent of Ennlrnnmenfel 9uallly
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 9 of 16
11) 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: 15A NCAC 02H.0506,- 15A NCAC 02H.0507(c)
Juslificalion: Surface water quality standards require that conditions of waters be suilable 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.
12) 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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Juslificalion: The referenced Riparian Buffer rules were adopted to address water quality
impairments and further protect existing uses.
13) 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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCACO2B .0200; 15A
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
(XTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
�� North Carolina Department of Environmental Quality I Division of Water Resources
R E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200
pE{whnent 01 Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 10 of 16
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) 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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A
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 fbr any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout wafers and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; fbr 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 he 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.
15) Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: 15A NCAC 02H.0506(b); 15A 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.
16) If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
NORi1l C,±RO� IYn
n"MV 919 791.4200

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 11 of 16
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self -monitoring, record keeping and reporting requirements is required.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A
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 of fish, 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 he 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.
17) 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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200
Justification: Surface water quality standards require that conditions of waters be suitable fbr
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 he increased.
18) 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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided fbr 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 in -stream structures
�� North Carolina Department of Environmental Quality I Division of Water Resources
R E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200
pE{whnent 01 Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 12 of 16
are installed properly will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
19) 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: 15A NCAC 02H.0506(b); 15A 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
�� North Carolina Department of Environmental Quality I Division of Water Resources
R E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200
pE{whnent 01 Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 13 of 16
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
20) 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: 15A 02H.0506(h); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A 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 fbr 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) 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: 15A 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A 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.
22) 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: 15A NCAC 02H 0506(b); 15A 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
�� North Carolina Department of Environmental Quality I Division of Water Resources
R E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200
pE{whnent 01 Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 14 of 16
remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue
to support existing uses after project completion.
23) 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: 15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters he suitable for
all hest 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 fbr all best uses.
24) 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: 15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters he suitable for
all best uses provided fbr 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) 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: 15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c); 15A NCAC 02B .0201
Justification: Surface water quality standards require that conditions of waters he suitable fbr
all best uses provided fbr 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.
26) 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
�� North Carolina Department of Environmental Quality I Division of Water Resources
R E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
�o ri cAao,_i�n 919 791.4200
PlMdnent 01 Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 15 of 16
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: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A
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
impacls on existing welland uses.
27) Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A 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.
28) 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: 15A NCAC 02H . 0507(c); N. C. G. S 1 43-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately nolify 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 fbr all best uses provided fbr 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.
29) 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: 15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c)
�� North Carolina Department of Environmental Quality I Division of Water Resources
Q E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
�o ri cAao,_i�n 919 791.4200
PlMdnent of Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31 Green Hill Subdivision
DWR# 20231066
Individual Certification #WQC006437
Page 16 of 16
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
aclivily has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
30) 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: 15A NCAC 02H.0506(b); 15A 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 20th day of November 2023,
IDocuSigned by:
UaAAJ,SSA, f,. �
B2916EMB32144F...
Vanessa Manuel, Assistant Regional Supervisor
Division of Water Resources - Raleigh Regional Office
Department of Environmental Quality
ZT - WQC006437
O11 CAAOrIQ
MNMFbrWMNb --Tll OlMkY
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR
Director
November 20, 2023
Green Hill Drive, LLC
Attn: Michael Perry
PO Box 610
Youngsville, NC 27596
(via email: mike.perr-,ncforester.coin)
NORTH CAROLINA
Environmental Quality
DWR # 20231066
Franklin County
Subject: APPROVAL of TAR-PAMLICO BASIN RIPARIAN BUFFER IMPACTS
WITH ADDITIONAL CONDITIONS
Green Hill Subdivision
Dear Mr. Perry,
You have our approval for the impacts listed below for the purpose described in your application
dated received by the Division of Water Resources (Division) July 28, 2023, and additional
information received October 18, 2023, and November 15, 2023. These impacts are covered by
the Tar -Pamlico River Buffer Rules and the conditions listed below. This Buffer Authorization
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/or Stormwater
regulations.
The following impacts are hereby approved, provided that all of the Conditions listed below, and
all of the conditions of the Tar -Pamlico River Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02B .0611(b)(2)
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Mitigation
Amount
Required
Buffers — Zone 1
B1 EX-1 —Road Crossing
6,068 (square feet
556 (square feet
0 credits
B2 (EX-1) — SCM Outfall (Deemed)
121 (square feet)
188 (square feet)
0 credits
Buffers — Zone 2
B1 (EX-1) — Road Crossing
4,048 (square feet)
393 (square feet)
0 credits
B2 EX-1 — SCM Outfall(Deemed)
64 (square feet
138 (square feet
0 credits
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 Authorization
North Carolina Department of Environmental Quality I Division of Water Resources
D 1� Raleigh Regional Office I 3800 Banett Drive I Raleigh, North Carolina 2-609
NORTH CAROLINA
nspwt Em-�� nc in 1y 919.791.4200
mm

DocuSign Envelope ID: C1 09A655-74F8-472C-9253-OBC1 7EF89A31
Green Hill Subdivision
DWR# 20231066
Buffer Authorization Certificate
Page 2 of 3
Certificate. If you change your project, you must notify the Division and you may be required to
submit a new application package. If the property is sold, the new owner must be given a copy
of this Authorization Certificate and is responsible for complying with all conditions. [15A
NCAC 02B .0611(b)(2)
If you are unable to comply with any of the conditions below, 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 the conditions
of this Authorization Certificate and/or any violation of state regulated riparian buffer rules [15A
NCAC 02B .0734]. Information shall be provided orally within 24 hours (or the next business
day if a weekend or holiday) from the time the applicant became aware of the circumstances.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5] Upon
the presentation of proper credentials, the Division may inspect the property.
This Authorization Certificate 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].
A party filing a Petition must serve a copy of the Petition on:
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 Authorization Certificate in accordance with N.C.G.S 15013-23(a).
This Authorization Certificate neither grants nor affirms any property right, license, or privilege
in any lands or waters, or any right of use in any waters. This Authorization Certificate does not
authorize any person to interfere with the riparian rights, littoral rights, or water use rights of any
other person, nor does it create any prescriptive right or any right of priority regarding any usage
of water. This Authorization Certificate 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 Authorization Certificate to possess any prescriptive
or other right of priority with respect to any other consumptive user.
This Authorization shall expire when the corresponding 401 Water Quality Certification
Approval DWR420231066 expires.
�� North Carolina Department of Environmental Quality I Division of Water Resources
R E Q
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
�o ri cAao,_i�n 919 791.4200
PlMdnent of Ennlrnnmenfel 9uallly

DocuSign Envelope ID: C109A655-74F8-472C-9253-OBC17EF89A31
Green Hill Subdivision
DWR# 20231066
Buffer Authorization Certificate
Page 3 of 3
This letter completes the Division's review under the Tar -Pamlico River Riparian Buffer Rules
as described in 15A NCAC 02B .0734. Please contact Zach Thomas at 919-791-4255 or
zachary.thomas�,Ldeg.nc.gov if you have any questions or concerns.
Sincerely,
ocuSigned by:
E�D
SA.'e, V� AWkIL
2916E6AB32144F_.
Vanessa Manuel, Assistant Regional Supervisor
Division of Water Resources - Raleigh Regional Office
Department of Environmental Quality
cc: Kim Hamlin, Sage Ecological (via email: khamlin2saacecological.com)
DWR 401 & Buffer Permitting Branch Electronic file
NoRTr�AorND EQ��
Mg—br AN[m IIITai OlMkY
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 2-609
919 791.4200