WQ0045028_Application (FTSE)_20240304

DocuSign Envelope ID: 763AOA44-B3C5-4B69-8E54-9A680BOE780E
State of North Carolina
NC Dept of Environmental Quality Department of Environmental Quality
DWR DEC 20 2023 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: W00045028 (to be completed by DwR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: City of Sanford (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name:Paui M. weeks, Jr., PE15A NCAC 02T .0106(b)
Title: Utilities & Engineering Director
4. Applicant's mailing address: Po Box 3729
City: Sanford State: NC Zip: 27331 - 3729
5. Applicant's contact information:
Phone number: [phone] Email Address: ap [e-mail]
II. PROJECT INFORMATION:
1. Project name: Trinity Capital - Timber Tract
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Lee
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.588060' Longitude:-79.106890'
5. Parcel ID (if applicable): 9ss6-78-7977-00 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Dave Bartone, PE License Number: 031365
Firm: WithersRavenel, Inc.
Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 27511 -
Phone number: (919 ) 238 - 0464 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Blg Buffalo WWTP Permit Number: NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 0039653 Modification
2. Downstream (Receiving) Sewer Information: 12 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 0047
Owner Name(s): city of Sanford
FORM: FTA 10-23 Page 1 of 5

DocuSign Envelope ID: 763AOA44-B3C5-4B69-8E54-9A680BOE780E
VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: N/A % Domestic N/A % Commercial N/A % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If ves, urovide a coov of flow reduction apt)roval letter with this auulication
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow','
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
Zero GPD
a See 15A NCAC 02T .0114(bl, (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G. S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shallbe
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: zero GPD (per 15A NCAC 02T .0114 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 approximate timefmme for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
® Other (Explain): Future development vet to be determined, therefore proposed flow is unknown. Currently requesting sewer extension
to service property. See narrative for further explanation.
FORM: FTA 10-23 Page 2 of 5

DocuSign Envelope ID: 763AOA44-B3C5-4B69-8E54-9A680BOE780E
VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
12 1775 PVC
➢ 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
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

DocuSign Envelope ID: 763AOA44-B3C5-4B69-8E54-9A680BOE780E
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & M? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
j 36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.I of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications canbe identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/scaled by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer'' means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

DocuSign Envelope ID: 763AOA44-B3C5-4B69-8E54-9A680BOE780E
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrentiv with the ahhroval of the hermit, and hroiects requiring a variance annroval may be subiect to longer
review times. For hroiects reauiring two or more variances or where the variance is determined by the Division to be a
significant portion of the oroiect, the full technical review is required.
2. Professional Engineer's Certification:
I, _Dave Bartone, PE , attest that this application for Trinity Capital -Timber Tract
(Professional Engineer's name from Application Item II1.1.) (Project Name from Application Item IL1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
.........................................................................................
North Carolina Professional Engineer's seal, signature, and date: D�� °��Q gntg`" CqR
DDFPo�zs47A...
° SEALo
°
031365
09t- oGIN-°�0
2/8/2024
........................................................................................:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Paul M. Weeks, Jr., PE , attest that this application for Trinity Capital - Timber Tract
(Signature Authority Name from Application Item L3.) (Project Name from Application Item IL 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
EPa
DocuSigned by/:' 1
kL h. (Pt t s Y. P.-E. 2/7/2024
BBc39E6667844B9... Date:
FORM: FTA 10-23 Page 5 of 5

DocuSign Envelope ID: 9D78B90B-8ECA-41 F8-9FD8-BA982BF8A9D3
Division of Water Resources
Application Number: I FT-359
Entity Requesting Allocation: city of �iantorct
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Project Name for which flow is being requested: TC&I Timber
I
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit 4: NCO024147
All flows are in MGD
c.
WWTP facility permitted flow:
12.0000
d.
Estimated obligated flow not yet tributary to the WWTP:
1.7196
e.
WWTP facility's actual average flow:
4.0280
f.
Total flow for this specific request:
0.00000
g.
Total actual and obligated flows to the facility:
5.7476
h.
Percent of permitted flow used:
48
11. Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A)
(B)
(C)
(D) _ (B+C)
(D' )--(A-D)
Pump
Pump
Firm
Design
Approx.
Obligated,
Total Current
Available
Station
Station
Capacity'
Average
Current
Not Yet
Flow Plus
Capacity3
(Name or
Permit
Daily Flow2
Avg. Daily
Tributary
Obligated
Number)
Number
(Finn/Df).
Flow,
Daily Flow,
Flow
MGD
MGD
MGD
MGD
MGD
MGD
Hughs Creek
#N/A
0.2350
0.9403
0.1382
0.0000
0.1382
0.8021
Little Buffalo
6.3648
2.5459
1.3046
0.5737
1.8783
0.6676
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
1. The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
2. Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
3. A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the wwTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer)
Downstream Permit Number:
III. Certification Statement
City of Sanford Collection System
WQCS00047
I, Paul Weeks, Jr. PE, certify to the best of my knowledge that the addition of the volume of
Page 1 of 6
FTSE 10-23

DocuSign Envelope ID: 9D78B90B-8ECA-41 F8-9FD8-BA982BF8A9D3
wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater
treatment facility and that the flow from this project is not anticipated to cause any capacity related
sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment
plant under normal circumstances, given the implementation of the planned improvements identified in
the planning assessment where applicable. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II plus all attached planning assessment addendums for which I am the
responsible party. Signature of this form certifies that the receiving collection system or treatment works
has adequate capacity to transport and treat the proposed new wastewater.
DocuSigned by:
B8C39E6667844B9...
Signing Official Signature
Utilities & Engineering Director
Title of Signing Official
02/07/24
Date
Page 2 of 6 FTSE 10-23

1% WithersRavenel
Our People. Your Success.
February 14, 2024
North Carolina Department of Environmental Quality
Raleigh Regional Office - Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
RE: Trinity Capital - Timber Tract - Sanford, North Carolina
To whom it may concern,
On behalf of Trinity Capital Acquisitions, LLC, please find the attached documentation in support of a Fast Track
Application (FTA 06-21) for the referenced project. As noted in the application, this project will consist of 1,775 If of
12" PVC that will extend an existing sanitary sewer located within the Regional Airport property to serve at the Trinity
Capital - Timber Tract development site in Sanford, North Carolina.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions. This application is
currently requesting zero proposed flow, understanding additional sewer permit applications will be submitted based
on NCAC 2T Rules for Light Industrial Warehouse wastewater flow rates once future projects are designed. The
proposed sanitary sewer line sizes are more than adequate to convey the design flow rates.
The requested zero - flow sanitary sewer installation is necessary due the real and perceived complications with the
permitting and construction of the off -site gravity sewer construction for the project. It should be noted that the
request includes the minimum amount of sewer necessary to bring sewer to the site with no additional on -site
construction. On -site extensions are anticipated with flow allocation requests. The off -site portion of the proposed
sewer main is housed entirely within an FAA regulated airfield at the Raleigh Executive Jetport with the exception of
the final leg of construction is within CSX right of way. Both the FAA and CSX permitting processes can be lengthy
and are often complicated and time constrained. Concern over this potential complication has led prospective projects
to not locate on the subject property. In one instance this perception that permitting could be lengthy and difficult
has contributed to at least one significant job loss opportunity for the State of North Carolina. Feedback has been
provided by site selection firms that construction of the sanitary sewer across the airfield and the CSX right of way will
mitigate the concern related to the unknown timing of when sanitary sewer will be available to the subject site.
Please find attached the following information in support of the application:
• Fast Track Sewer System Extension Application (FTA 06-21)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10-18)
• USGS Map
• Aerial Location Map
• $600 Check for payment of Application Fee
If you have any questions regarding this request or if you require any additional information, please feel free to contact
me at 919.238.0464 or [e-mail].
Sincerely,
WithersRavenel
Dave Bartone, PE
Sr. Project Manager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

;0 WithersRavenel
Our People. Your Success.
115 MacKenan Drive
Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008
TO: NCDEO - Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
WE ARE SER"'"'C; YOU THE FOLLOWING ITEMS:.
❑x Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints ❑ Plans
❑ Copy of Letter ❑ Change Order ❑ Disk
Letter of Transmittal
03/04/2024 m 02211428.01
Tanvir Pasha
Trinity Capital - Timber Tract - Sanford, North
Carolina
Fast Track Sewer System Extension Application
Submittal #3
❑ Samples ❑ Specifications
® Other
1
FTA-06-21 Application Revised Page 2
1
FTSE-10-18 Application Revised
THESE ARE TRANSMITTED as checked below:
❑x For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑x For review and comment
❑ For bids due
REMARKS:
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ Other
❑ Prints returned after loan to us
Brittany Jefferys-Bell Dave Bartone, PE
COPYTO: [e-mail] SIGNED: [e-mail]
QA/QC:
RECEIVED:
If enclosures are not as noted, kindly notify us at once.

1% WithersRavenet
Our People, Your Success,
115 MacKenan Drive
Cary, NC 27511
t: 919.469.3340 j f: 919.467.6008
TO: NCDEQ - Division of Water Resources
3800 Barrett Drive _
Raleigh, NC 27609
WE ARE SENDING YOU THE FOLLOWING ITEMS:
❑ Attached ❑ Under Separate Cover Via
L Shop Drawings ® Prints F, Plans
❑ Copy of Letter ❑ Change Order Disk
DEC 2 0 2023
Raleigh Regi
e Wild (919-791-4254)
ty Capital - Timber Tract - Sanford, North
lina
Track Sewer System Extension Application
❑ Samples ❑ Specifications
® Other
1
DESCRIPTIONCOMES
Cover Letter
1
FTA-06-21 Application
1
FTSE-10-18 Application
1
Street Level Map
1
USGS Map
1
Check for Application Fee of $600
- 4IFSE ARE TRANSMITTED as checked b.
M For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for correct'ons
® For review and comment
❑ For bids due
14:49Y-1
❑ Resubmit
copies for approval
❑ Subm't
copies for distribution
❑ Return
corrected prints
❑ Other
❑ Prints returned
after loan to us
Brittany Jefferys Bell Dave Bartone, PE
COPY TO: _bieffervs.kwithersravenel-corn SIGNED: dbartone0withersravenel.com
QA/QC�
RECEIVED -
If enclosures are not as noted, kindly notify us at once.

`0 WithersRauenel
Our People. Your Success
115 MacKenan Drive
Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008
TO: NCDEO - Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
Letter of Transmittal
02/14/2024 02211428.01
_a. Tanvir Pasha
Trinity Capital - Timber Tract - Sanford, North
Carolina
Fast Track Sewer System Extension Application
Submittal #2
WE ARE SENDING YOU THE FOLLOWING ITF^ "7
❑x Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints ❑ Plans
❑ Copv of Letter ❑ Change Order ❑ Disk
❑ Samples ❑ Specifications
0 Other
All
1
Comment Response Letter
1
Cover Letter
1
FTA-06-21 Application
1
FTSE-10-18 Application
1
Copy of Sewer Plan Sheets C3.00, C3.01 and C3.02
1
Aerial Map
1
USGS Map
1
Quad Map
1
NCDWR 401 Approval
1
USACE 404 Approval
THESF ARF TPANSMITTED as checker+ helc«
0 For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
® For review and comment
❑ For bids due
REMARKS
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ Other
❑ Prints returned after loan to us
Brittany Jefferys-Bell Dave Bartone, PE
COPY TO: [e-mail] SIGNED: [e-mail]
QA/QC:
RECEIVED:
If enclosures are not as noted, kindly notify us at once.

40 WithersRavenel
00 Our People. Your Success.
February 14, 2024
North Carolina Department of Environmental Quality
Division of Water Resources - Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
RE: Trinity Capital - Timber Tract
Fast Track Sewer Review #1
WR Project No. 02211428.00
To whom it may concern,
We are writing this letter in response to comments dated January 25, 2024. Each of the comments are
repeated below, followed by our response.
NCDEQ
Tanvir Pasha, tanvir.PashaCdea.nc.Aov, 919.791.4250
1. According to our records, Paul M. Weeks, Jr. PE's title is enlisted as "City Engineer in NCO024147
and WQCS00047". Please specify the correct title.
RESPONSE. Mr. Weeks' proper title has been entered as requested.
2. According to Section X.3. of the FTA, Project Name from Application Item 11.1 needed to be
mentioned. Please update.
RESPONSE. Project name has been updated as requested.
3. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS
Topographic Map and an aerial map should be included with the application. The maps need to
clearly identify the project area, including the closest surface waters, general location of the gravity
sewer, pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Please provide the required maps according to the application requirements.
RESPONSE. USGS Topo Map and Aerial Maps have been provided as requested.
4. According to our records, there appears to be a stream through the northern portion of the project
area. Does this project have any stream crossings or other stream and/or wetland impacts? If so,
what are the impacts and are they temporary or permanent?
RESPONSE. This proposed sewer extension project does not include any wetland nor stream
crossings.
5. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified
in Section IX.5. of the Fast Track Application.
RESPONSE. A copy of the 401 and 404 permits have been provided to show approval.
6. Please provide the timeline of this project. Add zero flow further clarification as described below:
1. Written justification for a dry line extension (this maybe covered in the narrative already, but it
needs to be detailed as to exactly why they cannot wait to build the sewer until closer to when
it's actually needed).
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

40 WithersRavenel
00 Our People. Your Success.
► RESPONSE. Dryline justification statements have been added to the Cover Letter, along with
the anticipated timeline of sewer use.
2. Information regarding when the extension/permit mod to incorporate flow is expected to be
made, including what the expected design flow will be so we can verify that it is sized correctly.
RESPONSE. Requested information has been provided in the Cover Letter as requested. The
design flow is undetermined at this point as the site has not been planned nor developed (any
draft plans are subject to change per Owner or City direction). Once this does occur, proposed
flow entering the sewer extension will not be allowed to exceed the capacity of the new 12"
sewer pipe.
3. Details as to how the permittee will ensure that no one ties onto this line without a permit as
well as how it will be valved off from the system to prevent any introduction of wastewater.
RESPONSE. Notes pertaining to the method of controlling connection into this dry line have
been included in the plans being requested below.
4. A copy of the design plans showing the dry line and its relationship to any other sewers, as well
as any valves/plugs per the comment above.
RESPONSE. The Sewer Construction Plans are now included within this submittal.
Sincerely,
WithersRavenel
Dave Bartone, PE
Senior Project Manager
Trinity Capital - Timber Tract Comment Response Letter WR Project No. 02211428.00
February 14, 2024 Page 12

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115 MacKenan Drive I Cary, NC 27511 I
t: 919.469.33401 license #: F-1479I www.withersravenel.corn EXHIBIT 2 '

DocuSign Envelope in: 6488B`nn_nn27_na75_aa2G_CO8B2E5AF59C
ROY COOPER a
Governor
ELIZABETH S. BISER y
Secretary "-
RICHARD E. ROGERS, JR. NORTH CAROLINA
Director Environmental Quality
May 5, 2023
DWR # 20230060
Lee County
Trinity Capital Advisors
Attn: Travis Caldwell
440 S. Church Street, Suite 800
Charlotte, NC 28202
(via email taldwellktrinitycapitaladvisors.com)
Subject: Approval of Individual 401 Water Quality Certification with Additional Conditions
TC&I Timber Tract
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Dear Mr. Caldwell:
Attached hereto is a copy of Certification No. WQC005897 issued to Travis Caldwell and Trinity Capital
Advisors, dated May 5, 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 ofEnvironmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, Noah Carolina 27609
NOR�HCAROi
���� ouanry 919.791.4200

n.,c„cign Envelope in:6488BCnn_nn27_na75_aa2G_CO8B2E5AF59
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DWR# 20230060
Individual Certification #WQC005897
Page 2 of 14
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 [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.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.coiy/ or by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Zach Thomas at 919-791-4255 or zachary.thomas&ncdenr.gov if you have any
questions or concerns.
Sincerely,
DocuSigned by:
Ua�n t ssa. -e.
62916E6AB32144F...
Vanessa Manuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Matthew Stephens, Stephens Enterprises, LLC (mattksfreholdin s co
Rick Trone, WithersRavenel (via email: rtronekwitherravenel.com)
David Bailey, USACE Raleigh Regulatory Field Office (via email)
NC Wildlife Resources Commission (via email)
DWR 401 & Buffer Permitting Branch Electronic file
DUFQ� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
ooPen�,00, m e����o„�,wna� ouanry 919.791.4200

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 3 of 14
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC005897 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 Travis Caldwell and Trinity Capital
Advisors, who have authorization for the impacts listed below, as described within your
application received by the N.C. Division of Water Resources (Division) on January 10, 2023,
payment received January 13, 2023, public notice on January 12, 2023, and additional
information received March 23, 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
WI: Road Crossing
0.065 acres
0 acres
0.065 credits
W2: Grading
0.142 acres
0 acres
0.142 credits
Perennial Streams
S1: Road Crossing
135 linear feet
0 linear feet
0 credits
S2: RipRap
33 linear feet
0 linear feet
0 credits
S3: Construction Access/Dewatering
0 linear feet
36 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)]:
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
1 0.207 acres (credits)
Cape Fear - 03030004
Citation: I5A NCAC 02H.0506(c); 15A NCAC 02H.0507(c)
D E Q�� Office
Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Oce 1 3800 Barrett Drive I Raleigh, North Carolina 27609
aoarrNanaouNn 919.791.4200
Oapwbnwtl MFm4onmamai OuuAry

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 4 of 14
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 project must provide for replacement of existing uses through
compensatory mitigation.
2) Erosion and Sediment Control:
Appropriate measures should be installed prior to any land clearing activities to protect wetlands, streams,
and/or buffers from turbidity and/ or sedimentation. These measures should be routinely inspected and
properly maintained, and excavated materials should be contained outside wetland, stream, and/or buffer
boundaries. Excessive silt and sediment loads can have numerous detrimental effects on aquatic resources
including destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic species.
Citation: 15A NCAC 02H.0506 (b)(1) and (2)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity, wildlife, secondary contact recreation, agriculture); and that
activities must not cause water pollution that precludes any best use on a short-term or long-term basis.
3) Stormwater Management Plan:
The Permittee shall secure an approved stormwater management plan (SMP) from the locally delegated
government program before any impacts authorized in this certification occur.
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.
4) If this Water Quality Certification is used to access residential, commercial or industrial building sites,
then all parcels owned by the permittee that are part of the single and complete project authorized by this
Certification must be buildable without additional impacts to streams or wetlands.
Citation: 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
5) 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
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
aoarrManao"wn
Oapwbnwtl MFm4onmamai 919.791.4200
OuuAry

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 5 of 14
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
6) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained 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(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) 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 be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
8) If this Water Quality Certification is used for utility related impacts, then the following Activity Specific
Conditions shall apply to those impacts.
a) All sewer lines shall be designed, constructed and maintained in accordance with Title 15A NCAC
Chapter 02T, applicable Minimum Design Criteria (MDC), and/or Alternative Design Criteria.
Citation: 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. for all best uses provided. for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity;
wildlife: secondary contact recreation: agriculture); and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.
b) Any utility construction corridor that is parallel to a stream or open water shall not be closer than 10
feet to the top of bank or ordinary high-water mark.
Citation: 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
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
�/ 919.791.4200
Ue Darlmei�t of Erry nmentai Ouaii�

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 6 of 14
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
c) Where there are temporary or permanent impacts from stream crossings, utility lines shall cross the
stream channel at a near -perpendicular direction (i.e., between 75 degrees and 105 degrees to the
stream bank).
Citation: 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.
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(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.
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(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.
f) 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 I X 10-5 cm/sec or less. See Water Quality General Certification
No. 4263 for a section and plan view diagram for the anti -seep collars.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
�/ 919.791.4200
Ue Darlmei�t of Erry nmentai Ouaii�

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 7 of 14
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 be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
g) The permittee shall have a specific plan for restoring wetland contours to pre -construction conditions.
Any excess material will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be minimized to
the greatest extent practical. During excavation, the soils shall be placed on fabric to minimize
impacts whenever possible. Topsoil excavated from utility trenches will be piled separately from
subsoils and will be backfilled into the trench only after the subsoils have been placed and compacted.
Citation: 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.
9) The permittee shall report to the DWR Raleigh Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday) from the time the permittee became aware of the non-compliance
circumstances.
Citation: 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.
10) No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the
approved impacts (including temporary impacts).
Citation: 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.
E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
aoarrWanaouNG 919.791.4200
Oapwbnwtl MFm4nmamai OuuAry

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 8 of 14
11) All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter
2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H .0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality impairments
and further protect existing uses.
12) When applicable, all construction activities shall be performed and maintained in full compliance with
G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of
the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management
Practices for the control of sediment and erosion so that no violations of state water quality standards,
statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures shall be
equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment
and Erosion Control Manual, or for linear transportation projects, the North Caroline Department of
Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor -owned or leased borrow pits associated with the project. Sufficient materials
required for stabilization and/or repair of erosion control measures and stormwater routing and treatment
shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
Reclamation measures and implementation shall comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.
Citation: 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 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 be present in amounts that may
cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
13) Sediment and erosion control measures shall not be installed in wetland or waters except within the
footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed within
authorized impact areas, then placement of such measures shall not be conducted in a manner that results
in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt fence installed within wetlands
shall be removed from wetlands and the natural grade restored within two (2) months of the date that
DEMLR or locally delegated program has released the specific area within the project to ensure wetland
standards are maintained upon completion of the project.
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
aoarrWanaouNn 919.791.4200
Oapwbnwtl MFm4onmamai OuuAry

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 9 of 14
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A NCAC 02B
.0231
Justification: Aproject 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 be present in amounts that may
cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
14) Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along
streambanks or within wetlands.
Citation: 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 ofstandards, or would result in secondary or cumulative
impacts.
15) If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES
Construction Stormwater Permit Number NCG250000, full compliance with permit conditions including
the erosion & sedimentation control plan, inspections and maintenance, self -monitoring, record keeping
and reporting requirements is required.
Citation: 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 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.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
aoarrWanao"wn
Oapwbnwtl MFm4onmamai 919.791.4200
OuuAry

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 10 of 14
16) All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact
with the disturbed area. Approved best management practices from the most current version of the NC
Sediment and Erosion Control Manual, or the NC Department of Transportation Construction and
Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures
shall be used to minimize excavation in flowing water.
Citation: 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 for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances,
or colored or other wastes: only such amounts as shall not render the waters injurious to public health,
secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic
quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not
exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in
streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout
waters, the turbidity shall not exceed 25 NTU- if turbidity exceeds these levels due to natural background
conditions, the existing turbidity level shall not be increased.
17) In -stream structures installed to mimic natural channel geomorphology such as cross -vanes, sills, step -
pool structures, etc. shall be designed and installed in such a manner that allow for continued aquatic life
movement.
Citation: 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 in -stream structures are installed properly will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
18) Culverts shall be designed and installed in such a manner that the original stream profiles are not altered
and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream
above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing
the depth of the stream in connection with the construction activity. The width, height, and gradient of a
proposed culvert shall be such as to pass the average historical low flow and spring flow without
adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert
shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of the stream
channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe
and additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the streambed by one
foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts
having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. If
the culvert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage,
then culvert burial into the streambed is not required.
For structures less than 72" in diameter/width, and topographic constraints indicate culvert slopes of
greater than 2.5% culvert burial is not required, provided that all alternative options for flattening the
slope have been investigated and aquatic life movement/connectivity has been provided when possible
(e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification, including supporting documentation to
include a location map of the culvert, culvert profile drawings, and slope calculations, shall be provided to
DWR 30 calendar days prior to the installation of the culvert.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
�/ 919.791.4200
Ue Darlmei�t of Erry nmentai Ouaii�

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 11 of 14
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 properly in waters will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
19) Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or
wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local
regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact
between the fertilizer and surface waters.
Citation: 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 of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards:
(c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause
adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
20) If concrete is used during construction, then all necessary measures shall be taken to prevent direct
contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts
uncured concrete shall not be discharged to waters of the state.
Citation: 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 of
fish, 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
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
aoarrNanaouNn 919.791.4200
Oapwbnwtl MFm4onmamai OuuAry

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 12 of 14
amounts that may cause adverse impacts on existing wetland uses.
21) All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be
returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary.
The impacted areas shall be restored to original grade, including each stream's original cross -sectional
dimensions, planform pattern, and longitudinal bed profile. All temporarily impacted sites shall be
restored and stabilized with native vegetation.
Citation: 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 remaining surface
waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses
after project completion.
22) All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control
Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina
Department of Transportation Best Management Practices for Construction and Maintenance Activities
so as not to restrict stream flow or cause dis-equilibrium during use of this Certification.
Citation: 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 properly in waters will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
23) Any rip -rap required for proper culvert placement, stream stabilization, or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All
rip -rap shall be placed such that the original streambed elevation and streambank contours are restored
and maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants.
Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or
banks upstream or downstream of the area or be installed in a manner that precludes aquatic life passage.
Citation: 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. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
24) Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent movement
by wave, current action, or stream flows, and shall consist of clean rock or masonry material free of
debris or toxic pollutants. Rip -rap shall not be installed in the streambed except in specific areas required
for velocity control and to ensure structural integrity of bank stabilization measures.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0201
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
aoarrWanao"wn
Oapwbnwtl MFm4onmamai 919.791.4200
OuuAry

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 13 of 14
25) All mechanized equipment operated near surface waters shall be inspected and maintained regularly to
prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
Construction shall be staged in order to minimize the exposure of equipment to surface waters to the
maximum extent practicable. Fueling, lubrication, and 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 waterpollution thatprecludes 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. As cited in Wetland Standards: (c)(1)
Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in
amounts that may cause adverse impacts on existing wetland uses.
26) Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance and compaction.
Citation: 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.
27) In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or more;
any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of
amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons that
cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H.0507(c); N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of discharge
must immediately notes the Department, or any of its agents or employees, of the nature, location, and
time of the discharge and of the measures which are being taken or are proposed to be taken to contain
and remove the discharge. This action is required in order to contain or divert the substances to prevent
entry into the surface waters. Surface water quality standards require that conditions of waters be
suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture);
and that activities must not cause water pollution that precludes any best use on a short-term or long-
term basis.
28) The permittee and their authorized agents shall conduct all activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with §303(d) of the Clean
Water Act), and any other appropriate requirements of State and Federal Law.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
�/ 919.791.4200
UeDarlment ul Erry nmentai Ouaii�

DocuSign Envelope ID: 6488BC00-DA27-4375-962E-CO8B2E5AF59C TC&I Timber Tract
DWR# 20230060
Individual Certification #WQC005897
Page 14 of 14
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
29) The permittee shall require its contractors and/or agents to comply with the terms and conditions of this
permit in the construction and maintenance of this project, and shall provide each of its contractors and/or
agents associated with the construction or maintenance of this project with a copy of this Water Quality
Certification. A copy of this Water Quality Certification shall be available at the project site during the
construction and maintenance of this project.
Citation: 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 5th day of May 2023,
DocuSigned by:
f,
UtUn t,SSa M c lit,(
62916E6A631144F...
Vanessa Manuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
ZT
WQC005897
North Carolina Department of Environmental Quality I Division of Water Resources
\ r Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
V
919.791.4200

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-01249 County: Lee U.S.G.S. Quad: NC-Moncure
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Penmittee: Trinitv Caoital Advisors
Attn: Travis Caldwell
Address: 440 South Church Street, Suite 800
Charlotte, NC 28202
E-mail: taldwell(dtrinitvcanitaladvisors.com
Size (acres) —346 Nearest Town Sanford
Nearest Waterway UT to Wombles Creek River Basin Cane Fear
USGS HUC 03030004 Coordinates 35.5874472,-79.1147034
Location description: The proiect area is located between US Highwav 1 and a CSX rail line, primarily on the north side of Rod
Sullivan Road, at 603 Rod Sullivan Road, near Sanford, Lee Countv, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of dredged or fill material into
0.036 acre (168 linear feet) of stream channel (0.029 acre [135 linear feet]) of which are considered a permanent loss) and 0.207
acre of riparian non-riverine wetlands, and the temoorary discharge of dredged or fill material into 0.008 acre (36 linear feet)
of stream channel, necessary to construct access and infrastructure for the multi -phase Regional Crossroads Industrial Park.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 39. Commercial and Institutional Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 1/10/2023, additional information received via email on 3/23/2023, and the
enclosed plans entitled "Impact Maps - TC&I Timber Tract", Figures 1 through 7, dated 3/2/2023. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general pennit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact David E. Bailey at [phone] or David.E.Bailev2(dusace.armv.mil.
Corps Regulatory Official: Date: 2023.05.31 09:17:22-04'00' Date: 05/31/2023
Expiration Date of Verification: 3/14/2026

SAW-2022-01249
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.
2. Surface/base flow to Wetland L, Wetland K, Wetland F, and Wetland J must be maintained per
stormwater control measures (SCMs) as shown on "Impact Maps - TC&I Timber Tract", Figure
1 of the enclosed plans.
3. Please note that future impacts and/or phases of the Regional Crossroads Industrial development
at 603 Rod Sullivan Road in Sanford, and related activities associated with Corps Action ID:
SAW-2022-01249, may be considered part of a single and complete project; these impacts may be
considered cumulative with impacts authorized during earlier phases with respect to
compensatory mitigation and Nationwide Permit thresholds. Current cumulative impacts to
waters of the US for this single and complete project include a total loss of 0.207 acre of wetlands
and 0.029 acre (135 linear feet) of stream channel, or 0.236 acre of waters of the US.
Date: 2023.05.31
9'����`� Corps Regulatory Official. 09:16:46-04'00' Date: 05/31/2023
Expiration Date of Verification: 3/14/2026
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at https://regulatory.ops.usace.aM.mil/customer-service-survey.
Copy furnished electronically:
Rick Trone, WithersRavenel, rtrone#,,withersravenel.com
Zachary Thomas, NCDEQ-NCDWR, zachary.thomas#,,ncdenr.gov

Compensatory Mitigation Responsibility Transfer Form
Permittee: Trinity Capital Advisors, Attn: Travis Caldwell Action ID: SAW-2022-01249
Project Name: Regional Crossroads Industrial Park / TC&I Timber Tract / 603 Rod Sullivan Road / Sanford County: Lee
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation
Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation
responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project
Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise
specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the
impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the
permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are
available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and
provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank
Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030004, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
135
1 0.207
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030004, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
270
0.414
Mitigation Site Debited: Wildlands - Middle Cape Fear Umbrella Mitigation Bank: Daniels Creek Mitigation Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for
the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation
identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify
that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the
mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the
USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation
requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the Permittee is
no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other
mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the
District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for
providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the
North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance.
NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records
for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager
(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the District,
the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina Interagency Review Team
(NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must
be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from Wildlands Holdings IV. LLC, confirming they are willing and able to accept the
applicant's compensatory mitigation responsibility, dated 3/7/2023 was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the
Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the District Project Manager
at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District Mitigation Office, 3331 Heritage Trade
Drive, Suite 105, Wake Forest, NC 27587 (or by email to J. Questions regarding this form or any of the
permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: David. E. Bailey2@ usace.army. mil
Date:2023.05.31
09:16:32-04'00' 05/31/2023
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation
bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at
http://ribits.usace.a rmy. mil.

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Action ID Number: SAW-2022-01249
Permittee: Trinity Capital Advisors (Attn: Travis Caldwell)
County: Lee
Project Name: Regional Crossroads Industrial Park / TC&I Timber Tract / 603 Rod Sullivan Road / Sanford
Date Verification Issued: 05/31/2023
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

A. Determination of Jurisdiction:
❑ There are waters, including wetlands on the above -described project area that may be subject to Section 404
of the Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33
USC § 403). This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD,
which is an appealable action, by contacting the Corps district for further instruction. Please note, if work is
authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the
appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United
States.
2. ❑ There are Navigable Waters of the United States within the above -described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean
Water Act (CWA) (33 USC § 1344). This determination may be relied upon for a period not to exceed five
years from the date of this notification, provided there is no change in law or our published regulations or new
information that warrants revision of this determination.
❑ There are waters, including wetlands within the above -described project area that are subject to the permit
requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). This determination may be
relied upon for a period not to exceed five years from the date of this notification, provided there is no change in
law or our published regulations or new information that warrants revision of this determination.
4. A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action.
However, you may request an approved JD, which is an appealable action, by contacting the Corps for further
instruction.
5. ® The jurisdictional areas within the above -described project area have been identified under a previous
action. Please reference the jurisdictional determination issued 8/10/2022. Action ID: SAW-2022-01249.

[External] Trinity Capital - Timber Tract_NCDEQ Sewer Submittal #3
Jefferys-Bell, Brittany <[e-mail]>
Mon 3/4/2024 2:41 PM
To: Pasha, Tanvir <[e-mail]>
CcBartone, Dave <[e-mail]>
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.
Good afternoon Tanvir,
Hope you are doing well. Please see the Sharefile link below for the updated FTA and FTSE forms. Please note the correct length of gravity sewer was listed
correctly on page 3 of the FTA application in submittal #2. Please let us know if you have any questions. Thanks.
https:/AA/ithersray.sharefile.com/Xublic/shareAveb-sl Q79727e814444f6a4e46e4c8bfdcd54
vir Brittany
140 Jefferys-
Bell
PROJECT
COORDINATOR
I
® LJ
t: 918.458.3340 d: 919.578.3847 Cary. Na
From: Pasha, Tanvir <[e-mail]>
Sent: Thursday, February 29, 2024 8:00 AM
To: Jefferys-Bell, Brittany <[e-mail]>
Cc: Bartone, Dave <[e-mail]>
Subject: [EXTERNAL] Re: [External] Trinity Capital-TimberTract_NCDEQ Sewer Submittal #2
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Hi Dave,
Thank you so much for sending these documents. Please update the following and submit again.
1. FTA Section VIA and VI.5 need to be updated as zero flow is requested for this application. Leave Section VIA blank and VI.5 as'N/A'. Please resubmit
page 2 of the FTA.
2. FTA Section VI1.1 should be 2,266 LF, as written in the cover letter. Please resubmit the updated FTA Page 2. If the FTA page 2 is the correct length of
gravity sewer, please update the FTSE and resubmit.
3. FTSE Section I.g and I.h need correction. See details on page 4 of FTSE 10-23.
Inshvndons for Eloac Tracking form (ELSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will racer- the wastewater B.—
b. W WTP Facility Permit #: Eyler the NPDES or Non -Discharge number for the W WTP reeeivinR the
wastewater flow.
c. WWTP fcilit, , a witted flow. MC-D. Front WIATP c., Lei e NPDES or Non -Discharge permit.
d. Estimated abl,, red flo,,r vat yet hibuto i� to the Rzt'-P. N[GD. -his ivclndee flow allocated to other
onswction lroiectz nut ve comriburins '1u„ m the cell: Wino ;i=brew. Fle.cs allocated tivorrgh intalocal
agree t rather t r; r:er "r t rtfirg it to the collet-sten: are I:+inelmded. For POTW,
that impl t p t t I d El I] t - d - I dro may not b C t fl f .. hi ell of
their - Ika2tlen, PI e ���r,.t _ .o-.em:. _ .u,.nor mmrion an indush,al flow buh y
m ya„r WrcrP.
As of 3 15. _'; .+ J:e POTk� A,,,Ic hme — -- l fl— ,11+- t made over the lastttvo years and
u I 1 tL- Jfl ' d—c ffi r - i _ their abil t t i- kr:e - I +c meh flow has be�m phhgated and
not yer 6eem made n thutary to the R'WTP. in ...... oss --E local p,hcies ovd procedures employed by the
reportuv^ euhty,
e. WWTP facility's actual ace. flow. MGD: Precious 12 month average.
E Total flow for this specific request MOD! Enter the requested flow colmme.
g. Total actual amd obligated flows to the fcility.MGD Egnals rd+e+fl
h. Percent ofperuvtted flow used: Equals r(g fc)"1001
Best,
Tanvir
A B M `Tanvir" Pasha (he/him)
Environmental Engineer

RE: [EXTERNAL] RE: Trinity Capital - Timber Tract -Additional Information Request
Jefferys-Bell, Brittany <[e-mail]>
Mon 3/4/2024 1:33 PM
Ta:Depina, Mary <[e-mail],,paul.weeks <Paul [e-mail] >
CcBartone, Dave <[e-mail]>;Pasha, Tanvir <tanvir.pasha @deq.ncgov>
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 Mary.
.Ir Brittany
240 Jefferys-
Bell
PROJECT
COORDINATOR
I
° n
t: 919.469.3340 d: 919.578.3847 Cary, NC
From: Mary DePina <mary.depina@sanfo rdnc. net>
Sent: Monday, March 4, 2024 1:19 PM
To: Jefferys-Bell, Brittany <[e-mail]>; paul.weeks <[e-mail]>
Cc: Bartone, Dave <[e-mail]>;'Pasha, Tanvir' <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - Timber Tract _Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Apologies Brittany! I neglected to update the percentage online h. I have, recently, had a couple of the FTSE's comeback, which made me aware of a broken formula in my
flow tracking sheet. It's fixed now so we should be good moving forward.
On FTSE's previously corrected, I was able to edit the numbers in Bluebeam and resubmit without needing anew signature. As far as I know, DEQ was ok with that. I have
copied Tanvir Pasha whom I believe is reviewing your project.
Tanvir: please confirm that updating the numbers in Part I is ok without needing a new signature on page 2 of 6.
i
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E.Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: Marydepina&sanfordnc.net
Direct:919-777-1121
Mobile: [phone]
From: Jefferys-Bell, Brittany <bjefferys(@withersravenel.com>
Sent: Monday, March 4, 2024 9:41 AM
To: Mary DePina <ma ry.depina(@sanford nc. net>; paul.weeks < pa ul.weekst@sanfordnc. net>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request
Importance: High
Hi Mary,
It looks like section I.h is still incorrect. Would you be able to update based on the formula shown below. Also, can you provide an updated date on page 2 as
well? Thanks so much.
e. W WTP facility's actual avg. flow, MGD: Previous 12 month average.
f Total flow for this specific request, MGD: Enter the requested flow volume-
g. Total actual and obligated flows to the fac lity, _\rIGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g r c)*100]
ioo Brittany
40 Jefferys-

Bell
PROJECT
COORDINATOR
t: 919.459.334C d: 919.573.3847 Cary _NC
From: Mary DePina <mary dg in sanfordncnet>
Sent: Monday, March 4, 2024 9:32 AM
To: Jefferys-Bell, Brittany <bj�ff—y withersravenel.com>; paul.weeks <naul.weeks@,sanfordnc.net>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Brittany,
Please find the corrected form attached. I edited it in Bluebeam. We are ok with editing the signed document if you are.
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E.Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: [e-mail]
Direct: 919-777-1 121
Mobile: [phone]
From: Jefferys-Bell, Brittany <bjefferys withersravenel.com>
Sent: Thursday, February 29, 2024 1:00 PM
To: Mary DePina <mary.depina sanfordnc.net>; paul.weeks <[e-mail]>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - Timber Tract _Additional Information Request
Importance: High
Hi Mary/Paul,
Hope you both are doing well. We just received comments back from NCDEQ regarding the sewer application for Trinity Capital. Please see the NCDEQ
comment below. Would you be able to update Sections Lg and I.In on the first page of the attached FTSE form based on their comments. Also, Paul, please
provide your signature on the second page of the FTSE form as well. Please let us know if you have any questions. Thanks.
3. FTSE Section I.g and I,h need correct on. See details on page 4 of FTSE 10-23,
In.lrwer.�e ro-r }yw. t..e►lq lcrw.IPii"II ra `...rt n....,r...l xar..uo-aeltrAA]
o t3'il'7P t�<llip•��.'�-,,: F.14er r/.< ,wrrr aC q.e RwiP �.f rdl rsx:.'< Ws �wlde..yn (Wr.
h niti,�l!pr;il,ry rmn.n„!'rarll�l6e\'PnESa\m•FMeielSe nrnobes fer the R'4ATA ew¢rreuy lhr
.n an rxr er ilea
s 5WTI'. 1••u�lr+.5'• G:mn!Mr.l [I,". YCq! },ors. AWTV nN ore. 1PDFI « ti..n..57iulixre-r onvrp
if 1':'rinn!e.f ;,r•I+x.l[•1 Ilrn. n rr•h,=�: en :irr u'µ'TP. • xic],x5r. el•,w• :,llr.: ale{ e. .HF,rr
ra 7::, y rlox ihr :.:flan 1-fo,,, >llw,iea il�v:cl: xnerl_�rl
.+il.el<*nvaz$. u�i oar C•+xh,u:i.xy rlaw m a•e caRe.n „� ve d..,,u:.l,�,GJ I..v h1T43'.
el .� ,s,lrr=hrs•r*Yr:r ..>p.. �nxic il:,. aIL,{ r.lS: l ,.0 ,r l,�,.y r:Y F{.-.Il..(
rlkn [inn +Slrc ni Pir.•K .•.,vac, ev,n �Prre, r.�rnnn r w,r,l,naiev � x . nnan"a rr. irvlx•hral Ilo.• n,l,-+rn
e s v,x 11'15"P _x
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°weyN l¢cu.:..:r •nbWan la il¢'.1'lt": a•.,,,...rsc wHh lnrl wli:in o-n3per¢d:anrnnp4..,xdiW'ILe
sevrrn�: cMi*.
.x. 1"'•'.E4t 'I:.. .I c..�i. .c :.:.. ••.:.I, i:.,�:, •I:..:.. ,:. �.: � r,a,t 4
6 T+yrJ �en.i>n•4 aFlixr�e•i SI•, .. �.�.. ,ciliey. til4U E•:vel•:•1-•+Ij
If Pnccrr t•f lrn-r,n<,1.l1�+�•i,ed !.. �.., k, WIWI
e. R'WTP facility s actual avg. flow, MGD: Previous 12 month average.
f Total flow for this specific request, MGD: Enter the requested flow volume-
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(arc)$100]

Brittany
Jefferys- ® ® n °
Bell
PROJECT
COORDINATOR
I
t: 919.459.3341 d: 919.578.3847 Cary _NC
From: Mary DePina <marydapina sanfordnc.net>
Sent: Wednesday, February 7, 20244:42 PM
To: Jefferys-Bell, Brittany <bjefferys a withersravenel.com>; paul.weeks <[e-mail]>
Cc: Bartone, Dave <dbartone@,withersravenel.com>
Subject: RE: [EXTERNAL] RE: Trinity Capital - Timber Tract _Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Hi Brittany,
Please find attached the signed FTA and FTSE forms far the above referenced project.
,
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E.Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: Marydd na _ sanfordncnet
Direct:919-777-1121
Mobile: [phone]
From: Jefferys-Bell, Brittany <bjefferys withersravenel.com>
Sent: Wednesday, February 7, 2024 2:24 PM
To: Mary DePina <mary.depina sanfordnc.net>; paul.weeks maul weeks@,sanfordnc.net>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request
You're welcome.
u�- Brittany
VAi Jefferys-
Bell
PROJECT
COORDINATOR
I
t: 919.459.3340 d: 919.578.3847 Cary, NC
From: Mary DePina <mary.depina sanfordnc.net>
Sent: Wednesday, February 7, 2024 2:23 PM
To: Jefferys-Bell, Brittany <bjefferys withersravenel.com>; paul.weeks <paul.weeks@.sanfordnc.net>
Cc: Bartone, Dave <>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Oh yes, I remember now! Thanks!
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E.Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: [e-mail]
Direct:919-777-1121

Mobile: [phone]
From: Jefferys-Bell, Brittany <bjefferys a withersravenel.com>
Sent: Wednesday, February 7, 2024 2:21 PM
To: Mary DePina <[e-mail]>; paul.weeks <paul.weeksRsanfordnc.net>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request
Hi Mary,
The address is 603 Rod Sullivan Road, Sanford, INC 27330. The Pin is 9666-78-7977-00. Thanks.
fo Brittany
Jefferys- ® m 13 o
Bell
PROJECT
COORDINATOR
I
t 918.458.3340 d: 919.578.3847 Cary_C
From: Mary DePina <mary.depma sanfordnc.net>
Sent: Wednesday, February 7, 2024 2:18 PM
To: Jefferys-Bell, Brittany <bjefferys withersravenel.com>; paul.weeks <[e-mail]>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Brittany,
I am not familiar with the project. Is there another name for it? Do you have an address or a property PIN number?
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E.Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: Mary.dj-Dina sanfordnc.net
Direct:919-777-1121
Mobile: [phone]
From: Jefferys-Bell, Brittany <bjefferys withersravenel.com>
Sent: Wednesday, February 7, 2024 2:14 PM
To: Mary DePina <mary.depina sanfordnc.net>; paul.weeks <[e-mail]>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request
Ok, thanks Mary.
Brittany
140 Jefferys- ° m " °
Bell
PROJECT
COORDINATOR
I
t: 919.459.3340 d: 919.1,73.3847 Cary, NC
From: Mary DePina <mary.depina sanfordnc.net>
Sent: Wednesday, February 7, 2024 2:13 PM
To: Jefferys-Bell, Brittany <bjefferys withersravenel.com>; paul.weeks <[e-mail]>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request

CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Brittany,
Keep Paul's name on the signature line. I receive and review before forwarding for signature.
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E.Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: tLary d&RLnaigLsanfordnQnft
Direct:919-777-1121
Mobile: [phone]
From: Jefferys-Bell, Brittany <bjefferys@.withersravenel.com>
Sent: Wednesday, February 7, 2024 2:07 PM
To: paul.weeks <paul.weeks@.sanfordnc.net>
Cc: Mary DePina <mary.depina sanfordnc.net>; Bartone, Dave <dbartonepwithersraven el.com>
Subject: RE: [EXTERNAL] RE: Trinity Capital - Timber Tract _Additional Information Request
Thanks Paul. Should I replace your name with her name on the FTA form?
r■ Brittany
■■ Jefferys-
Bell
PROJECT
COORDINATOR
m ff)
t: 919.439.334C d: 919.673.3847 Cary, NC
From: Paul Weeks <[e-mail]>
Sent: Wednesday, February 7, 2024 1:12 PM
To: Jefferys-Bell, Brittany <bjefferys withersravenel.com>
Cc: Mary DePina <Mary.Depina sanfordnc.net>
Subject: FW: [EXTERNAL] RE: Trinity Capital - Timber Tract _Additional Information Request
Importance: High
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Hi Brittany,
These go through Mary DePina so I've sent it on to her.
Thanks,
Paul M. Weeks Jr, P.E.
Utilities and Engineering Director
City of Sanford
22S E. Weatherspoon St
Sanford, NC 27331
(0)919-777-1119
(0) 919-777-1118
From: Jefferys-Bell, Brittany <bjefferys withersravenel.com>
Sent: Wednesday, February 7, 20241:01 PM
To: paul.weeks <paul.weekslsanfordnc.net>
Cc: Bartone, Dave <[e-mail]>
Subject: RE: [EXTERNAL] RE: Trinity Capital - TimberTract_Additional Information Request
Importance: High
Hi Paul,
Hope this email finds you well. We are preparing to resubmit the sewer application to NCDEQ and will need your signature and input. Would you be able to provide us the
permit q (WQ??) associated with the receiving downstream sewer information listed on page 4 of the attached document. I have included a snapshot below for reference. Also,
can you provide your signature and date on page 8 as well? Thanks so much.

V. RECETVI\C DOWN.MEANI SEWER INFORMATION:
I. Pmuit humber(s)• WQ_
:. ❑utlYIKtICam (Rcecivingl irHrr inli+mf:ru�m. _ mCh X ('srinvity CJ Fora 7Nain
J. Syslern Wi,lc ('nlld[la+n Sy5icm Fennel \'umhartsl (,I apgaicablc)' WQ('SOo?7
Or.-ncr 1+arne(s); r,; 1 canlora
FORM; FTA 10-23
■o Brittany
111W Jefferys- ° m l o
Bell
PROJECT
COORDINATOR
I
V 919.459.334C d: 919.578.3847 Cary NC
From: Paul Weeks <[e-mail]>
Sent: Friday, January 26, 2024 7:47 AM
To: Bartone, Dave <[e-mail]>
Cc: 'Pasha, Tanvir' <tanvirpasha deq.nc.gov>
Subject: RE: [EXTERNAL] RE: Trinity Capital - Timber Tract _Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Still trying to figure out if the promotion was a good thing @ but thanks!
I am still signing.
Paul M. Weeks Jr, P.E.
Utilities and Engineering Director
City of Sanford
22S E. Weatherspoon St
Sanford, NC 27331
(0)919-777-1119
(0)919-777-1118
From: Bartone, Dave <[e-mail]>
Sent: Thursday, January 25, 2024 7:49 PM
To: paul.weeks <[e-mail]>
Cc: 'Pasha, Tanvir' <tanvir.pasha deq.nc.gov>
Subject: RE: [EXTERNAL] RE: Trinity Capital - Timber Tract _Additional Information Request
Congratulations Paul! Will you be the person signing on behalf of the City, or should we be adding someone else's name and title?
Thanks
,to Dave Bartone, PE
VAio SENIOR PROJECT MANAGER
6fD6-",00
V 919.459.3340 d: 919.238.0464 CaryNCC WITHERSRAVENEL.—M
From: Paul Weeks <[e-mail]>
Sent: Thursday, January 25, 2024 S:04 PM
To: 'Pasha, Tanvir' <ta nvir. pasha deq.nc.gov>; Bartone, Dave <[e-mail]>
Subject: [EXTERNAL] RE: Trinity Capital-TimberTract_Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Hi Tanvir,
I was recently promoted to Utilities & Engineering Director.
Best regards,
Paul M. Weeks Jr, P.E.
Utilities and Engineering Director
City of Sanford
22S E. Weatherspoon St
Sanford, NC 27331
(0)919-777-1119
(0)919-777-1118

From: Pasha, Tanvir <tanvi r. [e-mail]>
Sent: Thursday, January 25, 2024 2:13 PM
To: paul.weeksasanfordnc.net; dbartoneRwithersravenel.com
Subject: Trinity Capital - Timber Tract_Additional Information Request
Hello Paul and Dave,
After reviewing the Fast Track Sewer System Extension Application for Trinity Capital — Timber Tract, additional information is required in order to further
process the application. Please provide the following information by February 24, 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. According to our records, Paul M. Weeks, Jr. PE's title is enlisted as "City Engineer in NCO024147 and WQCS00047. Please specify the correct title.
2. According to Section X.3. of the FTA, Project Name from Application Item 11.1 needed to be mentioned. Please update.
3. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map should be included
with the application. The maps need to clearly identify the project area, including the closest surface waters, general location of the gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving sewer. Please provide the required maps according to the
application requirements.
4. According to our records, there appears to be a stream through the northern portion of the project area. Does this project have any stream crossings or
other stream and/or wetland impacts? If so, what are the impacts and are they temporary or permanent?
S. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified in Section IX.5. of the Fast Track Application.
6. Please provide the timelineof this project. Add zero flow further clarification as described below:
• Written justification for a dry line extension (this may be covered in the narrative already, but it needs to be detailed as to exactly why they cannot
wait to build the sewer until closer to when it's actually needed).
• Information regarding when the extension/permit mod to incorporate flow is expected to be made, including what the expected design flow will be
so we can verify that it is sized correctly.
• Details as to how the permittee will ensure that no one ties onto this line without a permit as well as how it will be valved off from the system to
prevent any introduction of wastewater.
• A copy of the design plans showing the dry line and its relationship to any other sewers, as well as any valves/plugs per the comment above.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the application or accompanying supporting
information may be modified to make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as incomplete. Any resubmittal of a returned application
shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023 [as stipulated in the 2023 House
Appropriations Act, House Bill 259, Water Quality and Stormwater Fees, Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha, MS (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, INC 27609
919 7914250 Office
tanvir.pasha@dd q.nc.gov

[External] Trinity Capital - Timber Tract-NCDEQ Sewer Submittal #2
Jefferys-Bell, Brittany <[e-mail]>
Wed 2/14/2024 4:19 PM
To: Pasha, Tanvir <[e-mail]>
CcBartone, Dave <[e-mail]>
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.
Good afternoon Tanvir,
Hope this email finds you well. Please see the Sharefile link below regarding the NCDEQ Sewer resubmittal for Trinity Capital —Timber Tract. Please let us know if you have any
questions. Thanks.
https://withersray.sharefile.com/pubI ic/share/web-sS5cd604S492446c1ac9a6a80389d2108
.r Brittany
P40 Jefferys-
Bell
PROJECT
COORDINATOR
m 111
t 918.458.3340 d: 919.578.3847 CdrV. NC
From: Pasha, Tanvir <tanvir.pasha(@deq.nc.gov>
Sent: Thursday, January 2S, 2024 2:13 PM
To: paul.weeks(@sanfordnc.net; dbartonePwithersravenel.com
Subject: Trinity Capital - Timber Tract_ Additional Information Request
Hello Paul and Dave,
After reviewing the Fast Track Sewer System Extension Application for Trinity Capital — Timber Tract, additional information is required in order to further
process the application. Please provide the following information by February24, 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. According to our records, Paul M. Weeks, Jr. PE's title is enlisted as "City Engineer in NCO024147 and WQCS00047". Please specify the correct title.
2. According to Section X.3. of the FTA, Project Name from Application Item 11.1 needed to be mentioned. Please update.
3. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map should be included
with the application. The maps need to clearly identify the project area, including the closest surface waters, general location of the gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving sewer. Please provide the required maps according to the
application requirements.
4. According to our records, there appears to be a stream through the northern portion of the project area. Does this project have any stream crossings or
other stream and/or wetland impacts? If so, what are the impacts and are they temporary or permanent?
5. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified in Section IX.5. of the Fast Track Application.
6. Please provide the timelineof this project. Add zero flow further clarification as described below:
• Written justification for a dry line extension (this may be covered in the narrative already, but it needs to be detailed as to exactly why they cannot
wait to build the sewer until closer to when it's actually needed).
• Information regarding when the extension/permit mod to incorporate flow is expected to be made, including what the expected design flow will be
so we can verify that it is sized correctly.
• Details as to how the permittee will ensure that no one ties onto this line without a permit as well as how it will be valved off from the system to
prevent any introduction of wastewater.
• A copy of the design plans showing the dry line and its relationship to any other sewers, as well as any valves/plugs per the comment above.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the application or accompanying supporting
information may be modified to make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as incomplete. Any resubmittal of a returned application
shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023 [as stipulated in the 2023 House
Appropriations Act, House Bill 259, Water Quality and Stormwater Fees, Section 12.14(a)].