WQ0045547_Application (FTSE)_20240719

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: WQ0045547
(to be completed by DWR)
All items must be completed or the application will be returned Recieved June 11, 2024
Updated July 17, 2024
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Holly Springs (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County El Municipal ❑ Other
3. Signature authority's name: Kendra D. Parrish, PE 15A NCAC 02T .0106(b)
Title: Executive Director of Utilities & Infrastructure
4. Applicant's mailing address: 128 South Main Street, P.O. Box 8
City: Holly Springs State: North Carolina Zip:27540
5. Applicant's contact information: [e-mail]
Phone number: (919) 577_3150 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Goodwin (Yield North) Infrastructure Phase 1 & II
2. Application/Project status: 0 Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6837 ° Longitude: 78.8954
5. Parcel ID (if applicable): ­01- (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brandon McLamb, PE
Firm: Timmons Group
Mailing address: 5410 Trinity Road sine 102
City: Raleigh State: NC Zip: 27607 _
Phone number: ( 919 ) 866 - 4935 Email Address: [e-mail]
License Number: 34374
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Utley Creek Water Reclamation Facility Permit Number: NCO063096
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): W
2. Downstream (Receiving) Sewer Information: 18 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00192
Owner Name(s): Town of Holly springs
FORM: FTA 10-23 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[-]Yes ❑ No 0 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 0 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.0I 15(c) been attached?
[-]Yes ❑ No 0 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: % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow s,n
No. of Units
Flow
Businesses/Offices/Factories
gal/
N/A
141,000 GPD
See email response notes for flow
gal/
GPD
calculations.
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (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] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project141,000 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 timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
950
Ductile Iron
8"
1,239
PVC
12"
400
Ductile Iron
12"
2,988
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
VIII. 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.Lb. ❑ 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

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(i) & ? 0 Yes [-]No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater 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)
36 inches
➢ If noncompliance with 02T.0305(D or (g), see Section X.1 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 can be 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/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes [-]No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation 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? 0 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)? 0 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 Envetope it): F41219CF-92FD-4A05-815A-D105E5FB085F
X. CERTii<ICATIONS:
1. Does t17e submitted system comply with 15A NCAC 02T, the Minimurn Design Criteria for the Permitting of Rwtp Staiious
pud Force Mains (latest version}, and the Gravily kw r Minimum Design CLit ri tlatcst vcrsionl as applicable?
El Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects reauirine a variance approval may be subiect to loneer
review times. For ro'ects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is reauired.
2. Professional Engineer's Certification:
1, Brandon McLamb , attest that this application for Qaodwin (Yield Northl Infrastructure Phase i & 11
(Professional Engineer's name from Application item III.1-) (Project Name from Application Itcm 11,1)
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 thither
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimam Design Criteria,for Gravity Sewers (latest versionl, and the Minimum Design Crucria for the. F21stJr8ck Pennitling
of Pump Stations afld Force Mains tlatcst vcrsionl. 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 subicct
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:
' 0313%4
116cuftnedl�S+�� 1'G f1';t �r•� ��
7 A5 54 i4gqa4EF
5/14 2 2 .....1.....3..12....PM..E.
DT
Applicant's Certification per 15A NCAC 02T .0106(b):
Goodwin (Yield North)
1, Kendra D. Parrish, PE attest that this application for infrastructure Phase 1 and 2
(Slgn^Ue A11(horiiy Name from Applicalion Item 1.3.) (Project Name from Application Item 11.1)
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 wastcwtrtcr 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. 1 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 143-215.1SB, 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.
6ocu31pned by:
Signature:
A388E125C67C4AE
Date: 5/20/2024 i 10:30 AM PDT
FORM: FTA 10-23 Page 5 of 5

y Docutign Envelope ID: F41219CF 92FD-4A05-815A-D105E5F6085F
�IJN l State of North Carolina
20?4 Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Holly Springs
Project Name for which flow is being requested: Goodwin (Yield North) Infrastructure Phase I & II
More than one FTSE nrav he required for a single project if Cite owner of llte WWTP is not responsible for all primp
stations along lire route of Cite proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NC 0063096
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 0.1883 MGD
e. WWTP facility's actual avg. flow 3.077 MGD
f. Total flow for this specific request 0.141 MGD _
g. Total actual and obligated flows to the facility 5.102
h. Percent of permitted flow used 83%
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
Design
Average
Daily
Firm Flow**
Capacity, _ (Firm ? pf),
MGD MGD
Yield North Pump St; 0,395 0.158
Friendship Pump Sta 2.102 0.841
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Approx.
Obligated,
Total
Current
Not Yet
Current
Avg. Daily
Tributary
Flow Plus
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity"'
M
0,141
0.141
0.0
0.241
0.241
0,600
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Yield North Pump Station
Page 1 of 9
FTSE 10-23

y Docu$ign Envelope ID. F41219CF 92FD-4A05-815A-D1O5E5FB085F
Downstream Permit Number: Beinq permitted concurrently with this a
III. Certification Statement:
I Kendra D. Parrish certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
relaxed sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of tile 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 addendulns 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.
Docuslpned by:
5/20/2024 1 10:30 AM PDT
Signing 4 Ogxagture Dale
Executive Director of utilities & Infrastructure
Title nf.Signing Official
Page 2 of 9
FTSE 10-23

T Docu3ign Envelope ID: F41219CF-92FD-4A05-815A-D105E5FB085F
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each purnp station listed in Section I I where Available Capacity is t' 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
.Signing Qicial ,5igtiature Drrf }
Page 4 of 9
FTSE 10-23

PA MENT OF THE
M USGS U.S. DEU.S. GEOLOGICAL SURVEY
,,p NEW HILL
QUADRANGLE
WANGLE
<` US Topo 7.5MINUTE SERIES
ss.pt 83 83 84 85 S6 87 88 89
wleelcai survey SCALE 1:34OW
r ,n Miu I o iaoo
Approximate
Pump Station
Location
z (Permitted
Concurrently)
51
— Surface Water
8" Gravity Line
- SITE
Approximate
qg Gravity
_ Alignment
` 4)
Discharge
into 18" gravity
46
sewer
approved
in Permit No.
WQ0043522M
^45 N
sRe mrvnv-
eoeoc
�..i
a.
=na
moo^
0suu^n
=„a
NEW HILL
019 NC �4!

J:tJ33tb43 lb-YlelalVOr[n uooawln\uvvu\Jneei\txnlDli\O4J16-.SJJG-fewer rermli Aerial txniDn.awg I rionea on //`J/ZUZ4 -IUaU rlA I Dy mineisei Lemon
AM
A \x
0
� -j m
\N�SN/P RID 'L Q W � o2
FL 0 w D/REC * M G
m� mcno TION - DE-U D
m�y��mcn j00 < 0
70cncn70mc) Imo
��� D z m= 70 0 0 �Mmcn0 x >
z cn ,� D
x c m U)
—imc)
o cn 0 X z� 0 7
O m O< m O 'GH GVEMJ3dd00 �. cn D
wzm D0oo mD
0z0D N � y
S. m�< �j m�
z m� > — �p
U
D
z
D w
� 0
< rn
mm me
M
D m
0 z 0 SoopM
m 0 00
0
c
M
m M
z m
C
D
r<
r
m
o i
O I I NAD 83
C
O
O
_ 4
O
%0
TIMMONS GROUP - • • •00
• I YOUR V SION NCHIEVED THROUGH OURS
I r, ol, of GOODWIN (YIELD NORTH) PUMP STATION I m <I of °AE REVISION DESCRIVTION
��
o � ; V, g THE TOWN OF HOLLY SPRINGS -WAKE COUNTY -NORTH CAROLINA o � S 3 n
0 o m
°' AERIAL EXHIBIT
These plans and associated documents are the exclusive properly of TIMMONS GROUP and may not be reproduced In whole or In part and shall not be used for any purpose whatsoever, Inclusive, but not
limited to mnstmdion, biddino,and/or construction stakina without the -,a written mnsent of TIMMONS GROUP.

.., opgn Envelope ID F41219CF-92FD-4A05-815A-D105E5FB085F
X
ii 411 II
I oil f.
�„�:,� **'THE TOWN OF
April 26, 2024
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
3800 Barrett Drive
Raleigh, NC 27609
.�lly Springs
Re: Application for Sewer Extension Permit
Project: Goodwin (Yield North) Infrastructure Phase I and 2
Dear Sir or Madam:
JUN 112024
Please End enclosed the following items in application for a sewer extension permit to the Town
of Holly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
;-) A check in the amount of$600.00
0 One original and one copy of the State of North Carolina Fast Track Server ,System
Extension Application (FTA 10-23)
0 Two copies of FTSE 10-23 Flow Tracking/Acceptance Form
0 Two color copies of 8.5-inch by I 1-inch portion of a 7.5 minute USGS Topographic
Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the local ly-required Design and Application Certification
Feel free to contact me at 919-577-3150 should you have any questions or need additional
information in order to process this application.
Sincerely, 05 — os
OceuSigned by: �7 �/�
enc rat rish, P.E., CFM Rachel Jones Catherine Jacobs
Executive Director of Utilities and Infrastructure
KPIek
cc: Project Consultant Engineer, Brandon McLamb, PE
Rachel Jones, Utility Engineer
Drew Johnson, Development Construction Manager
Emily Koncz, Utility Permitting Specialist
Project file/Correspondence 942198
3002
04 172018
Utilities and Infrastnicture Services
P.O. Box 8 - 128 S. Main Street e Holly Springs, NC 27540 - www.hollyspringsnc.gov

._.,sign Fnveiope ID. F41219CF-92FD 4A05 815A-D105E5FB085F
DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
Note: This form must be submitted with the Fast Tract Application for extension to the Town of
Holly Springs Sewer System
Project
Design Engineer:
Address:
Goodwin (Yield North; Infrastructure Phase 18 II ✓041 ,
Brandon McLamb
5410 Trinity Rd. Suite 102 Raleigh, NC 27607
Phone Number: 919 866-4935 Email: bra ndon,[e-mail]
Date Complete ApplicaAcin Package Received by T Town: n: _ 5/3/2024 —
Date Approved: �� _ (by RJ) (by KDP) �'� (by C.I)
As design engineer for this project, I certify the following (please check (r) each al7plicahle box):
tx That the design of the project is in complete conformance with the Town of Holly
Springs Engineering Design and Construction Standards and NC DEQ Sanitary Sewer
Design Regulations;
❑ That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit:
❑ One original and one copy of a cover letter that includes a project narrative
n A check in the amount of $600.00 to NC DEQ
o A check in the amount of $200.00 to the Town of Holly Springs
0 One original and one copy of the State of North Carolina form FTA 04-16
WILL. BE PROVIDED Fast Tract Sewer Syslem Exlens•ion Applicalion
UPON TOWN APPROVAL 0 Two copies of form FTSE 10-18 Flou, Tracking_ fir Selver Es7ension
Applications
0 Two color copies of an 8.5-inch by I I -inch portion of a 7.5-minute USGS
Topographic Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally -required Design and Application Certification (This
form)
Design Engineer's Signature
Date 03/29/2024
Please contact Emily Koncz at [phone] or emily.konczWhollysvrint.sncj. oy if you have
any questions.
201 Sewer Iksign Application Certification
11' 2y.23
Utilities and Infrastructure Services
P.O. Bar 8 • 128 S. Main Street • Holly Springs, NC 27540 • www.hollti,springsnc.gmv

kk Ign Envelope ID. F41219CF-92FD-4AO5-815A-D105E5FBO85F
•0
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
54 t 0 r6nitV Road p
`A lit-, 1 o) F, 10 �V, f: z
Raleloh. NC J /60 www.timmons.com
03/27/2024
Scott Vinson, WRWQROS Regional Supery sor
State of North Carolina Department of Environmental Quality JUN
Raleigh Regional Office Water Quality Section Z�z4
3800 Barrett Drive
Raleigh, NC 27609
Fast Track Sewer Extension Application — The Goodwin (Yield North) Infrastructure Phase I & II
Mr. Vinson.
Timmons Group is pleased to submit the following Fast Track Sewer Extension Application on behalf of The Town of
Holly Springs. This application is being submitted to request the addition of proposed gravity sewer installed within
the Goodwin (Yield North) Infrastructure Phase I & II project that connects to the Town of holly Springs' existing
sanitary sewer system.
This project consists of the following components- 950 feet of eight -inch (8") Ductile Iron gravity sewer, 1,239 feet of
eight -inch (8") PVC gravity sewer, 400 feet of twelve -inch (12") Ductile Iron gravity sewer, and 2,988 feet of twelve -
inch (12") PVC gravity sewer.
This gravity sewer system is designed to serve the build -out of the Yield North development. The expected flow
request generated from this development is 141,000 GPD. The onsite portion of this sewer will drain to the
concurrently permitted Yield North Pump Station
The "Offsite Gravity Sewer (Friendship Road)" will itself discharge into the existing 18" gravity sewer owned by the
Town of Holly Springs and previously approved in "Friendship Innovation Park Infrastructure Wastewater Collection
System Extension Permit", permit no. WQ0043522M.
This project requires authorization under a 404 Nationwide permit. The permits have been approved and include The
Woods Creek Road Widening project with the NCDWR Project No. 20221757 v.2 and Certification No. 6329 as well
as The Goodwin Commercial Development project/The Yield North Master Plan with the USACE ID SAW-2023-
01841 and a Certification No. WQC006399.
There is a separate permit for The Yield North Pump Station being submitted concurrently for reference
This application includes a transmittal, this cover letter, a Fast -Track Sewer System Extension application, and an
FTA form.
We look forward to hearing from you regarding this review. If you have any questions or need any additional
information, please don't hesitate to contact me at 919.866.4935 or Brandon. McLam bAtimmons com at your
convenience.
Sincerely,
Brandon McLamb, PE
Project Manager
919.866.4935

Docug-gn Envelope ID F41219CF 92FD-4A05 615A L1V15_.5FB085F
DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
WILMINGTON REGULATORY OFFICE
-'' 69 DARLINGTON AVENUE
'. WILMINGTON NORTH CAROLINA 28403
December 15, 2023
Regulatory Program/Division
Wilmington District
Raleigh Regulatory Office
SAW-2023-01806
Elizabeth McMillan
CC Yield North LLC
601 South Tryon Street
Suite 800
Charlotte, North Carolina 28202
Via Email: E*[e-mail]
Dear Mr./Ms. McMillan:
This letter Is in response to the Pre -Construction Notification (PCN) you submitted to
the Wilmington District, Raleigh Field Office on September 9, 2023, for a Department of
the Army Nationwide permit (NWP) verification. This project has been assigned the file
number SAW-2023-01806 and is known as Woods Creek Road Widening. This file
number should be referenced in all correspondence concerning this project.
A review of the information provided indicates that the proposed work would include
the crossing of five wetlands and three streams to widen an existing roadway. Impacts
at Wetland F would result in 0.008 acre of permanent wetland impact for roadway
grading (Impact 1A) and 0.009 acre of temporary impacts for a 10-foot construction
corridor (Impact 1 B). Impacts at Wetland E would result in 0.032 acre of permanent
wetland impact for roadway grading (Impact 3A) and 0.012 acre of temporary impacts
for a 10-foot construction corridor (Impact 313). Impacts at Wetland C would result in
0.002 acre of permanent wetland impact for roadway grading (Impact 5A) and 0.003
acre of temporary impacts for a 10-foot construction corridor (Impact 513). Impacts at
Wetland D would result in 0.047 acre of permanent wetland impact for roadway grading
(Impact 6A) and 0.005 acre of temporary impacts for a 10-foot construction corridor
(Impact 613). Impacts at Wetland B would result in 0.028 acre of permanent wetland
impact for roadway grading (Impact 8A), 0.002 acre for a 20-foot maintenance corridor
(Impact 8B), and 0.001 acre for a 20-foot maintenance corridor (Impact 8C), and 0.021
acre of temporary impacts for a 10-foot construction corridor (Impact 813). Impacts at
Stream H would result in permanent stream impacts for culvert extension (0.004 acre
(53 linear feet) at Impact 2A and 0.011 acre (179 linear feet) at Impact 4A); permanent,
no -loss impacts of 0.001 acre (10 linear feet) at Impact 4B for a dissipation pad; and
temporary impacts for a 10-foot construction corridor and stream pump around (0.001
acre at Impact 2B and 0.001 acre at Impact 4C). Impacts at Stream G would result in

DocuSign Envelope ID: F41219CF•92FD-4A05-815A-D105E5FB085F
0.004 acre (52 linear feet) of permanent stream impact for culvert extension (Impact 7A)
and 0.002 acre of temporary impacts for a 10-foot construction corridor and stream
pump around (Impact 76)- The project/review area is located along Woods Creek Road,
northwest of the intersection of Friendship Road and Woods Creek Road, running
parallel with US Hwy 1, in Holly Springs, North Carolina. The property is located at
35.684359,-78.895311 (center point), and includes portions of County PINs
0720932085,0720904944,0730033609,0730034435,0730036537,0730038536,
0730124768, 0730145033, 0730330409, and 0730347376 in Holly Springs, Wake
County, North Carolina.
We have determined that the proposed work is authorized by Nationwide Permit 14:
Linear Transportation Projects pursuant to authorities under Section 404 of the Clean
Water Act (33 U.S. C. § 1344)- The proposed work must be accomplished in strict
accordance with the general permit conditions, any regional conditions, the special
conditions listed in this letter, the application materials, and the enclosed plans. If the
extent of the project area and/or nature of the authorized impacts to waters are
modified, a revised PCN must be submitted to this office for written approval before
work is initiated. Any violation of permit conditions or deviation from your submitted
plans may subject the permittee to enforcement action.
This verification is valid until March 14, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.
Project Specific Special Conditions:
Suitable habitat for tricolored bat (Perimyotis subfiavus) may be present at the
site. On September 14, 2022, the USFWS published a proposal in the Federal
Register to list the tricolored bat as endangered under the Endangered Species
Act (ESA). The permittee understands and agrees that all work associated with
the clearing and removal of trees and removal or modification of culverts must be
completed prior to the effective date of the final listing in the Federal Register.
Work associated with the aforementioned activities not completed by that time
must cease and the permittee must contact the Corps' via N. Carmela Stock via
email at Nichelle.C.Stock(usace; army. mil or by telephone at [phone] to
determine if additional coordination with the United States Fish and Wildlife
Service is required under Section 7 of the Endangered Species Act prior to
continuing work.
This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.

DocuSign Envelope ID. F41219CF-92FD-4A05-815A. D105E5F8085F
General Conditions (33 CFR PART 320-330):
1. The time limit for completing the work authorized ends on March 14, 2026.
2. You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a
good faith transfer, you must obtain a modification of this permit from this office, which
may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this
office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort of if the site is eligible for
listing in the National Register of Historic Places.
4. If you sell the property associated with this permit you must obtain the signature
of the new owner as detailed in General Condition 29 and forward a copy to this office
to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you
must comply with the conditions specified in the certification as special conditions to this
permit. For your convenience, a copy of the certification is attached if it contains such
conditions.
6. You must allow a representative from this office to inspect the authorized activity
at any time deemed necessary to ensure that it is being or has been accomplished in
accordance with the terms and conditions of your permit.

t Docu�ign Envelope ID: F41219GF-92FD-4A05-815A-D1U5E5FB085F
Compliance Certification Form
Action ID Number: SAW-2023-01806 County: Wake
Permittee: CC Yield North LLC, Elizabeth McMillan
Project Name: Woods Creek Road Widening
Date Verification Issued: 12/1512023
Project Manager: Lyle Phillips
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: Lyle Phillips
Raleigh Regulatory Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
George. [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 -
hereby certify that the work, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started: Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
:Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee
Date

DocuSign Envelope ID: F41219CF-92FD-4A05 815A. D105E5FB085F
US Army Corps of Engineers — Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Elizabeth McMillan Action ID: SAW-2023-01806
Project Name: Woods Creek Road Widening County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin: Choose the 8-digit HUC
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal
0.117
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 0.20 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 I Coastal
0.20
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative
Date of Signature

Docu8ign Enve°ope 10. F41219CF-92FD 4A05 815A-0105E5FB085F
USACE Wilmington District — MRTF Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted 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 NCDMS, confirming they are willing and able to accept the applicant's compensatory, mitigation responsibility,
dated October 30, 2023 was provided by the applicant.
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: I) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake forest, NC27587 (or by email to SAWM1TPusace.army. mil).
Quest'ons regarding this form or any of the permit conditions may be d"rected to the District Mitigation Office.
USACE Project Manager: N. Carmela Stock
USACE Field Office: Raleigh Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Email: [e-mail]
December 15, 2023
Clir k Derr= lii r,olr•i ,i filar: -
Wilmington District Project Vanyager 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 wetiand groupings) i9
available at htrp:/(ribits.usace.army.mtl.

0
4
a GS�i
a rg.G
3 MIS f
fr +gg,r
\
• 0 vl
f
F
H
4
00
r
M
W)
Z
0
0
0
❑
J
W
W
H

J
F 6 V S V
Q o T
Q
W
a
N
d
Z
Q WSW
Zar x
3 a;:
Met
Mill
liiiiiiiiiiil:ii
I
I_
im�m�nav�
I�mqn�m�
MIIIIIIIIIIIIIIIIIII

ire
4
a 1 5 1 T
8
s
4M
a
hG riil �.ro vi
m �a
. F
PH
lira
Gg'(L
fikb
I'M
8€
.10
��
hpppg;_
W)!
9IMppp
Mill
4
4
• Y1
00
T—
eo)
Re
W)
Z
0
V
1
0
Z
W

�
, �•
�
} |
! |||
||\�
��■
�|■, ,
�� � �
fit
fill §
|
;Illy
§§
��|�
§
l ' �
�
[L
�
0
/ $
z
\ 0
a
§
\
(}
co .�
r Q
V |/
z
Q q
0 ®
0
2
�
0
O |j
_j !,
W
rA
L �l
� �

Docu$ign Envelope ID F41219CF-92FD-4A05-815A-D105E5FB085F
ROY COOPER
<, I,eY�.-
ELIZABETH S. BISER
RICHARD E. ROGERS. JR.
frlri Fnr
Mx- lilitaheth McMillan
CC Yield North LLC
601 South Tryon Street
Suite 800
Charlotte. NC 2a2052
cntcntillaroii.crescentcantnuntities cons
NORTH CAROLINA
Environmental Quality
November 3, 2023
Subject: Revised 401 Waler Quality Certification Pursuant to Section 401 oftlic Federal Clean IVater Act fur
Proposed widening of Woods Creek Road in }lolly Springs, Wake County.
NCDWR Project No. 20221757 v,2
Dear Ms. McMillan:
Attached hereto is a revision ofCertilication No. 6329 issued to (V Yield North I-I-C• dated Novcinher i, 202.1.
This approval is ror the purpose antd design described in your application. The plans and specitications fin- this
project are incorporated by reference as part of this Water Quality Cerlif cation. Ifyuu change yarn' project. you
111uS1 rtatify the Division and you may he required to submit a new application package with the appropriate icc. It'
the property is sold, the new owner must be given a copy of this Certification and is responsible For complying with
all cundilions. 1 I5A NC'AC 0211 .0507(d)(2)1. This Certilicaltun rlocS not relieve the perntlllec ol'Ihe responsibility
to obtain all other required Federal, State, or Local approvals before proceeding with the pro lect. including* those
required by, but not limited to. Sediment and Erosion Control. Non -Discharge. Wetter Supply Watershed. and 'Trout
Buffer regulalions
If we can he of further assistance. (to not hesitate to contact us
Sinccrel xdcuSigned by
WI+r+r./L/L p�,GOl�w1Attu
+F SU.]YFIIFA846F
Richard fi. Rogers. Director
Division of Water Resource~
Attacltntents
Cc-
N. Catrnicla Stock. US Army Corps of Frigincers(niclie Ile. c.slock.W.usatcc.arnty.Ill
il)
Kate I lef er. Timmons Group (katc.lie fner(rr-tinutons cant)
Kelly Williams. Division of Mitigation Services (kelly.williams;u deq.m.go,-)
file Copy
nhi 1e:!wr:0:-0 D— E QQwIina I)ep4iNwn1 W I nt n.-nnklK;d Q1W614 1 ih%Winn „1"A'A ci Re>inM„•s
a I ' yrir tin1i.� i.rs Slrnl I Il.I t1 u1 ,ern rcr i enlrr I kale } h. ti, nhi andiiu 2*00 1ni I

. Docutign Enve'ope ID: FO 219CF-92FD-4AO5-815A-D1 05E5FBO85F
Revised 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act ►►ith
ADDITIONAL CONDITIONS
TIIIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Lacs 92-501) and
95-217 ofthe Unitcd States and subject to the North Carolina Division of Water Resources (N('DWR) Regulalaow,
in 15 NCAC 21f 0500. This certification H11110 i7eS CC Yield North LLC to impact 0. 169 acres of.jurisdictional
wetlands and 224 linear feet of jurisdictional streams in Wake County. The project shall he construcled pursuant to
the application dated received September 18, 2023. This revised approval replaces the one issued October 17,
2023. The authorized unpacts arc as described below:
ttrenm Imnnrtc in the C'nne Near River 12ncin
Stream
Permanent Fill
Temporary Impact
Permanent Fill in
Riprap
Temporary
I otal
Site
in Intermittent
Intermittent
Perennial Stream
Stabilization to
Impact to
Stream
Stream
Stream (linear ft)
(linear ft)
Perennial Stream
Perennial Stream
Impact
(linear ft)
0
132
(linear 1'0
(linear ft)
(linear ft)
6
62
214
0 1)
0
10
0
20
0
7
52
10
0
Total
52
10
132
10
20
224
Total Stream Impact for Project: 224 linear feet
Revised Wetland Impacts in the Cape Fear Ricer Basin
Site Permanent Impact (ac) Temporar-, Impact (ac) Total Welland Impact (ac)
1 0.008 0.009 0 01
3 0,032 0.012 � — - 0 044 ,
5 1 0.002 1 0.003 1 0 005
6 0 047 0.005
8 0.031 0.024 0.055
Tots$ 0.120 0.053 0.173
Total Wetland Impact for Project: 0.173 acres.
The application provides adequate assurance that the discharge of till material ono the w-atere of the Cape bear River
Basin in conjuncllon with (lie proposed development will not retiull in a violation ol'applicable Waiter QualiIN
Stun(tar(i.sand discharge gtiidchnet. Therefore, the State of Noltih Carolina cerlitieS that this activily will not ►101atc
the applicahle pnrhons ol'5cenons 301. 302, 303, 306, 307 of I'L Q-500 and Ill, 95-217 if conducted In accordancc
with the application and conditions herelnaiier set Birth.
\.r1 Ilk .Jm I.Ita t lc lkhll0k,M..1 t IY1 MiMMWOr Ii�ua11It I IIlk- 1IMIM nl w.'Nt Nr 4,�1IV,
WE��D51� { '\1411Y�;;IIIlb-hr\\hc9t 1 1101i\l43l4.%.rti4%`teime1 I R.rIc1XIt \,rnht'anrlIna2'di-OIpll
711', 4131N1

I Docu5ign Envelope ID: F41219CF 92FD-4A05-815A-D105E5FB085F
Thee approval is only valid for the purpose and design that you submitted in your application dated received
September 18. 2023 and revision received November 3, 2023. Should your prolect change. you are required to
notify the NC DWR and submit a new application- If the property is sold, the new owner must be given a copy of
this Certification and approval letter, and is thereby responsible lirr complying with all the conditions. if any
addilional wetland impacts. or stream impacts. fur this profcet Inow or in the future) exceed tine acre tit' 150 linear
feel, respectively, additional compensatory miligation may be required as described in 15A NC•A4. 211 .0500 (it) (h)
and (7),
For this apprm-al to remain valid. you are required 10 comply 1.vilh all the amditions listed helow. In addition, you
shot4id oblain all other federal, state or local permits before proceeding with your project including (hut not limited
to) Scdimenl and Erosion control. Coastal 5tormwater, Non -discharge and Water Supply watershed regulations.
This Certification shall explre on the same day as the expiration date of the corresponding Corps of lingineer,s
Perini(.
This Water Qimlity Certificattion neither grants nor aliirrns any property right, license, or privilege ill any land';
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, liltoral rights, or water use rights ofany other person and does not create am
prescriptive right orany ny right of priority regarding any usage of water. This Water Quality Certification shalt not he
interposed as a defense in rinv action respecting the determination of riparian or liltoral rights or other rights to leaner
use- No consumptive user is deemed by virtue of this Water Quality Certification to possess any prescriptive or
other right ofpriortty wish respect to any other consumptive user regardless of the quatutity, of the withdr:nvol or the
elate on which the withdrawal was initiated or expanded. Upon the presentation of proper credentials, lite
Division may inspect the property.
Conditions of Certification:
t- Compensatory mitigation for impacts to 0-120 acres of riparian wetlands in the Cape Far River Basin is required.
We understand that you have chosen to perform compensatory mitigation for impacts to wetlands through the North
Carolinas Division of Mitigation Services (DMS) and that the DMS has agreed to implement the mitigation for the
project DMS has indicated in it letter dated October 30. 2023 that they will assume responsibility for satisfying the
federal Clean Water Act compensatory mitigation requirements for the above -referenced project, in accordance with
DMS's Mitigation Banking Instrument signed,luly 28, 2010.
2. listless olhem ise approved in this certification, placement of culverts and other structures in open walers ,and
streams, shall be placed below the elevation of the slrcambed by one foot for all culverts with a diameter grealtr
than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to,dlow
loin flow passage ofwater and aquatic htc. Design and placement ofeulvertc and other structureS including
temporary erosion control measures shall not be conducted in a manner that may resnll in dis-equilibrium of`
wetlands orstreambeds or banks, adjacent to or upstream and down stream of the above structures. The applie-ow is
required to provide evidence that the equilibrium is being maintained if'requested in writing by the NC'DWR, If Ihix
condition 1s tenable to he nict due to bedrock or other limiting features encountered during construction. please
contact the NC'DWR for guidance on how to proceed and to delerminc whclluer or not a permit mtidifac;uion will he
required [ 15A NCAC 0211-0506(b)(2)]
2. Riprap shall not he placed in the streambed in a manner that precludes aquatic life passage. liioengincerine
boulders or structures should be properly designed, sired and installed. [ 15A NCAC 0211.0506(b)(2)1
3. The stream channel shall be excavated no deeper than the natrml bed material of the stream, to the ninxinunn
extent practicable. Efforts must he made to minirnize impacts to the stream banks• as well as to vegetation
responsible For rrminlaininL flue stream bank stability. Any applicable riparian burro impact f0I' accesti to sh'C.un
channel shill be temporary and be revcgetated with native riparian species- [ 15A NCAC 0211.0506(b)(2)1
4, Pipes and culwm used crclusively to maintain equilibrium in wetlands. where aquatic life passage Is rtnl 41
concern, shall not Ix burial. These pipes shall be installed at natural ground elevation. [I5A NCAC 211.0506(h)1
�j tiu44h 1 mofina hk 1.1111 In uI 1 I"M,- wk.ltlil 111WkII15 1 I)n IIAM LH 1% I[Ct DNeaninVt
�_E `+S 12 Nnr14 L-61mrN SmkvI I rill NITA Iti11'ruk•I I R:le-.vh. %. oh 4.'an, I Ina_7IMP-14-11
" If*s / 407rI!y4N14h

9 DocuSign Envelope ID: F41219CF-92FD-4A05-815A-D105E5FBO85F
5. Weiland areas impacted by temporary clearing shall he stabilized and reseeded with native wetland seed. [ I5A
NCAC 211.0506(h)I
6. lfconcrele is used during construction, a dry work area shall he mminlaincd to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts Uncured concrete shall not he discharged to
surface waters due to the potential for elevated pH and possible aquatic life and fish kills. [ I5A NCAC 0213.02001
7. As stated in your application. the permitter shall receive approval of the Slormwalcr Management 1 Ian by the
appropriate locally delegated authority, prior to initiating any of the approved impacts in this Water Quality
Certification. Permittee shall forward a copy of that approval to NCDWR to affirm this condition has been nnet. If
sediment or other pollutants are found to be discharged from the stormwater outlalls. DWR may take en6orcemenl
action. DWR and permitter shall assess the dannage to water quality standards and implement an appropriate action
plan to address the innpacts. The action plan shall provide an appropriate timeline for impiemeniation as agreed
upon by both DWR and Ilse permittee.
8. For all streams being impacted due to site dewatering activittes, the time shall be gradcd to IIS preconsiniclion
contours and revegetated with appropriate native species. [I5A NCAC 02FL0506(b)(2)]
9. i)uring the consmiciion ofthc pro.ject. no staging ofequipment ofany kind is permitted in waters ol"thc U.S.. or
protected riparian butlers. [ I5A NCAC 02F105(16(b)(2)1
10. The distension, pattern and profile of the streann above and below the crossing shall not he modilicd. Disturbed
floodplains and streams shall be restored to natural geonnorphic conditions. [ l5A NCAC 021-1.0506(b)(21]
11. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
snhmifted for approval. ] I5A NCAC 0211 .0507 (c) and I5A NCAC 021-1 .0506 (b)(2) and (c)(2)]
12. All work in or adjacent to stream walcrs shall be conducted in a (try work area. Approved RMP measures Stich
as sandbags, rock bernns, cofferdams and other diversion structures shall he used to prevent excavation in flowing
water. [ I5A NCAC 0211.0506(b)(3) and (c)(3)]
13. 1 Ieavy equipment shall he operated from the hanks rather than In the stream channel in order to mimnni7e
sedimentation and reduce the introduction of other pollutants into the stream. ] I SA NCAC 0211.0506(b)(3)]
14. All mechanized equipment operated near stu'lacc waters must be regularly inspected and maintained to prex cal
contamination of stream waters front fuels, lubricants, hydraulic fluids, or other toxic materials. [ 15A NCAC
021-1.0506(b)(3 )]
5- No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [I5A NCAC 0211,0506(b)(3)]
16. Discharging hydroseed mixtures and washing out hydrosceders and other equipment in or adjacent to surtacc
waters is prohibited. ] 15A NCAC 021-1.0506(b)(3)1
17. 'File permitter and its authorized agents shall conduct its activities in a manner consistent with Slate water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and
any other approprialc requirements of State and Federal law. If the NCDWR determines that such clandards or laws
are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being
violated, or that further conditions are necessary to assure compliance, the NCDWR may reevaluate and modify this
certification. [I 5A NCAC 0211.02001
18. All fill slopes located in jurisdictional wetlands shall he placed it slopes no Ilaller than 3:1. unless otherwise
authorized by this certification. ] 15A NCAC 0211.0506(b)(2)1
19. A copy of this Water Quality Certification shall he maintained on the construction site at all times. In addition.
the Water Quality Certification and all subsequent modifications. ifany. shall be maintained with on -site project
manager. 1.I5A NCAC 0211 .0507(c) and 15A NCAC 0211 .0506 (h)(2) and (c)(2)]
Q E
Q
�� \ur�i+{ ;unwna rlrlonl.l\ Pl nr 1 mu,iunk nhli#nilq� I Ihsl.,an �+I t{,+Ice Hc.nu.; c,
\otth C;1h.hun Sweet 1 1011 Mad k'r\IliCvimr 1 11410Vh \�h[h+.'an+lm.i '?i�'�F I[ -I
byrr..�xs..M.�Ma+R� n'I1� WN411

DocAgn Envelope ID- F4121gCf 92FD-4A05.815A-D105E5FB085F
20, The outside wetland or water boundary located within the construction corridor approved by this authorization.
including all non commercial borrow and wane sites associated with the project. shall he clearly marked by highly
visible fencing prior to any land disturbing activities. Impacts to areas within the fencing are prohibited unless
otherwise authorized by this certification. [ 15A NCAC 0211.0501 and .05021
21. The issuance of tliis certificalion does not exempt the Permillce front complying; With any and .111 statutes. rules.
regulations, or ordinance~ tbal may he imposed by other government agencies (i.c_ local, slate, and federal) having
jurisdiction, including hilt not limited to applicable buffer rules, stormwater management rules, soil erosion and
sedimentation control requirements, etc_
22. The Permittee shall t'eport any violations of this certification to the Division of Waler Resources within 24 hours
ofdiscovery. [ I5A NCAC 0213.0506(b)(2)]
23. Upon completion of the project (Including any impacts at associated borrow or waste sites), the perimittee shall
complete and return the enclosed "Certification of Completion Form" to notify the NCI)hlfR when all Work Included
in the 401 Certification has been completed. [I5A NCAC 0211.0502(t)]
24. Native riparian vegetation must he reestablislied in the riparian areas Within the construction limits of the project
by the end oftlic growing season following completion ofconstruction. [ I5A NCAC 02B.0506(b)(2)]
25. There sliall he no c�ca+ation from, or waste disposal into, jurisdictional wetland~ or waters associated %vilh Ibis
permit Without appropriate modification. Should waste or borrow sites, or access roads to Waste or borrow sites. he
located in +eetlands or streams, compensatory mitigation will he required since that is a direct impact from road
construction acti+•itICS. I ISA NCAC 0211-0506(b)(3) and (c)(3)1
26. 1 rosiott and sediment control practices must he in hill compliance Willi all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards i I5A NCAC 0211.0506(b)(3) and (c)(3)l:
a, The erosion and sediment control measures for the project must be designed, installed. operated, and
maintained in accordance with the most recent version of the North Carolina .Sediment and L;ro.clnn
Control Planning and De.,a n Alanual.
h_ Tlic design, installation. operation. and maintenance of the sediment and erosion control measures
must be such that [hey equal. or exceed. the requirements specified in the most recent version of the
\4u•1h Ctirohria Sedi»rvw and III- Control Manual. The devices shall he maintained on all
construction .rite%, borrow rites, and waste pile (Spoil) projects, including contractor -owned or leased
borrow pits associated Willi tlic project.
C. For borrow pit sites. the erosion and sediment control nic,•asures must be designed, installed, operated.
and maintained in ;accordance Willi the most recent version of the ,forth Cirrnlinrr 5lrrlrrr r 1luirrw
Manual.
d_ Tlie reclamation measures and implementation nnist comply with the reclamation in accordance ++illi
the requirements of the Sedimentation Pollution Control Act
27. Sediment and erosion control nicasures shall not be placed in Wcllands or surface +waters, or within 5 diet of the
top of hank, without prior approval from DWR_ [ I5A NCAC 0211 0506(hi(3),and (c)(3)]
28. When applicable, all construction activitics shall he performed and maintained in full compliance with G.S.
Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardlece of applicability of Ilse Sediment
:rod Pollution Control Act, all projecis,%ha11 incorporate appropriate Best Management Practices for the control of
sediment and erosion so that no viol:atiott5 of State water qu alily m and:ards. Statutm or rules occur. [15A NCAC
0211 .05061b)(3) and (c)(3) and I5A NCAC 0213 .0200]
\utI,Ca Iin,.Ik,.hm4hcmu1ImuomnKut:dIYnalrr i Ih,t.i"n.%f14ueIItCGryYfe4
DEQ�� 512NIn14hSa6sFtra1,11"111e,I1\1111Stt'gceS'enl_i I It a I o gti. Ni� th oImA1`iwllnrl
QIV 707VtNIO
Nme
N IwM�•.�rtM q�Y1`

Docu$ign Envelope ID F41219CF-92FD-4A05-815A-D105E5FB085F
29. Design, in, operation, and mtmmlenance of all sediment and erosion eanurol measures shall be equal to nr
exceed the requirements specified In the nioSt recent version of the .Vur1h Crrrrrhtru Sc(hinvut caul Ernck» r Coym-ol
11(m Nil. or for linear Imnsportation projects, the �'4 DOT.Srrlilpfewou d FI-osum Control ManualAll dcF ices shall be maintained an all construction site~. horro,6ti' sites. and waste pile (spoil) sites, including
contractor -awned or leased borrow pats associated with the project, Sufficient materials required lirr stabilization
and:or repair of erosion control measures and stormwaier routing and treatment shall be on site at all times.
For horrow pit site. the erasion and sediment control measures shall be designed, installed, operated, and
maintained in accordance with the most recent version of the ;Vonh Ccimbno Sm Jars .1finhilz ;Manual. Rec l,ntution
measures and implemenlauon shall comply with the reclamation in accordance with the regrilrenrents of llie
Sedimentation Pollution Control Act and the Mining Act of 197 L
If'the pro ,feet occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, Trout, WS• 1. M'S-1 1.
l III!]) Quality Wales (I IQW), Outstanding Resource Walers (ORW). or 303(d) Impaired Waters. then the
sedimentation and erosion control designs ~hall comply with the requirements set forth in 15A NCAC 04I3 .01 ?4,
Devi.'rt Sturrrlurt1i; ire .Sensitive if'utei-xheiL j 15A NCAC 0211-0,506(b)(3) and (00( i GC 41351
-1 his 4pproval and its conditions are final and hinding unless contested f G.S. 143-215.51. Please be aware ihat
impacting waters without first applying for and securinp the issuance of n 401 Water Quality Cellification � folales
TitlL 15A ofthc North Carolina Administrator Code (NCAC) 211 .0500. Title 15A NCAC 21-1 .0500 rcquires
certifications pur;Suant to Section 401 of the Clean Water Act whenever construction or operation of Iacilitic% will
result in a discharge into navigable oaten, including %%ellands, as described in 33 Code of I'edcral Regulations
(C1'R) Part 323. It also states any person desiring issuance of the State certification or coverage under a general
cerlificatian required by Section 401 of the Federal Water Pollution Cotorol Act shall file with the Director of the
North Carolina Division of Water Quality. Pursuant to G S. 143-215.6A, these violations and any future notations
sure subicct to a civil penalty assessment of up to a immix um of S25.000,00 per day liar each violation.
This Certification can he contested as provided in Chapter 150B of the North Cm-olnm Gencral Slatuics h\. filing ;I
Petition for a Contested Case }fearing! (Petition) with the North Carolntu Office of Administrative Bearings 1OA11)
within sixty (60) calendar days. Requirements four filing a Petition arc set forth in Chapter 15013 of the North
Carolina General Statutes and Title 26 of the North Carolina Administrative Code- Additional inflornintion regarding
requirements for filing a Petition and Petition forms may he accessed at lrttp,l+`www-ncvah-corn+ or by Calling tine
OAFI Clerk's Office at (919) 431 •3000.
A party filing a Petition must serve a copy of the Petition on:
William F. Lane. General Counsel
Department of Environmental Quality
1601 Mal I Service Center
Raleigh, �iC 27699-I601
If the early filing dic Petition Is not the permittee, then the party must also serve file recipient of'the Certification in
;accordance with N.C.G.S 15013­23(a).
This the 3" day of November 2023
DIVISION OF WATER RFS0 RCi:S
OccuSigned by
RAI ow KIM&
4F4DD7F7 f ARASF
Richard I', Rogers,Jr, Director
WQC No. 6129
B F O- __QN,mm
�Ll r,drra ncr,.mmcnl ,.I Lmm+n nx�Fti.J Ltrialu� JSr. rti�.n „110.;urF IS...ywc..
// %1 `- V„nh s:,hn SMad I le, r ad Scr, ice ,«ma Conker r ataktCh. \nalh 1 ma 2'M"i I I
ba..ron.rrµ�� \ Fw lit 7ri7 Vl Rlfl

I DocAgn Envelope ID: F41219CF-92FD-4AO5-815A-D145E5F8t785F
NCDWR Project No.: County:
,applicant: _
Project Name: _
Fate of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modification~, the applicant is required to return this certificate to the 401 Traosporlation Permiltiog
Unit. Norlh Carolina Division of Water Resources. 1617 Mail Service Center. Raleigh. NC. 27099-1617. This Ibrnt
may he returned to NCI)1%rR by the applicant, the applicant's authorized agent, or the project engineer. It Is not
nccessary to send certificates from all of these.
Applicunl's Cerfrficrrlion
1. , hereby state that. to the hest of tnv abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
spceificattons, and other Supporting materials.
Signature: _ _ Daly.
Agent's Cerlificali► t
I. , hereby state that, to the hest of my abilities. due care and diligence
was used in the observation of the construction such that the constnrction was observed to he built Ivithin substantial
compliance and intent ofthe 401 Water Quality Certification and Buffer Rules, the approved plans rind
specifications. and other supporting materials.
Signature: _ Datc:
Engi teer'.s Cerlifirrodo►r
Partial Final
I, _, as a duly registered 1'rolcvsional Engineer in the State of North
Carolina, having been authorized to observe (periodically. weekly, lull time) the construction ol'the projec-i for the
Permittee hereby state that, to the best of my abilities. duc care and diligence ww; used m the observatiolt of the
construction such that the construction was observed to he built within substantial compliance and intent ofthe 401
Water Qualilv Certification and Buffer Rules, the approved plates and specifications. and other supporting materials_
Signature Regtslratron No
Date
D � ��� �-,+�1lrt �ia��. ir„9}r�,arhnrd .H I uku.,iF+r,tn[nl ijr�rlriy IYn F•.�Kr "I 15 �rrci q��..H..t'.
5f
a-
`I.�IM iENII hul.v �4Fry l 10 Mall Scr+tarerucr I Mnkigh.\xth4:Ha_' „In"M-k Intl
.^

Goodwin (Yield North) Infrastructure Phase I & II
Sanitary Sewer FTA 10.23
Received — 07/08/2024
After reviewing the Fast Track Sewer System Extension Application for Goodwin (Yield North)
Infrastructure Phase I & II (Application Number WQ0045547), additional information is
required in order to further process the application. Please provide the following information by
August 7, 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. Any updates to the application can be sent as an
attached pdf via email.
1 — Section 11.4 has approximate Lat/Long and the project located on the West side of
Copperhead Road. Based on the site map, it appears the project is located East side of
Copperhead Road. Please confirm.
RESPONSE: This development will be located on the eastern side of Copperhead Road; the
Lat/Long coordinates have been corrected for clarity.
2 — Section 111.1. has your PE License Number as 34373. Please correct to 34374.
RESPONSE: The license number has been corrected.
2 - Section V1.6 indicates 100% commercial wastewater but Section V1.6 indicates there will be
factories or potential industrial. Please explain or correct.
RESPONSE: The '100%' value corresponds to the `Industrial' blank.
3 - Section V1.7 indicates the proposed project will have 141,00 GPD of flow. I need to know
how this number was derived and a breakout of the type of commercial/factory operations.
RESPONSE: This development will be an industrial park — no tenant companies have been
determined yet. Though the tenant is unknown at this time, demands for this project were based
on an approximate peak flow of 3.20 GPM/acre as a similar flow rate was applied to a
neighboring development of the same scenario. Applying this peak flow actor and the
development's size of 76.30 acres, the peak demand becomes approximately 245 GPM. With a
2.5 peaking factor, the average demand becomes approximately 141,000 GPM.
4 - Section IX.6 indicates the proposed project is not in a river basin with buffer rules. The Cape
Fear River basin has various buffer rules. Please check yes.
RESPONSE: `Yes' is now checked for the project being located within a river basin with the
basin identified as Cape Fear.
5 - Topographical map and/or the aerial map provided are not sufficient. According to Section F
of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map
needs to clearly identify the project area, including the closest surface waters, general location
of the gravity sewer, pumpstations, and force mains, and the downstream connection points for
the receiving sewer. The USGS/site maps are difficult to read and needs to be zoomed in. Also
please indicate the direction of flow.
RESPONSE: The topographic map and aerial map have been revised to now show the above -
mentioned items more clearly.

From: Khelsey Lemon
To: Simpson. Richard
Cc: Jones, Rachel; Koncz, Emilv; Ariel Dornisch; Ashley Cutrioht; Brandon McLamb; Kendra Parrish; Pasha, Tanvir
Subject: [External] RE: Goodwin (Yield North) Phase I & II Additional Information Request
Date: Wednesday, July 17, 2024 4:04:24 PM
Attachments: imaae003.pna
imaoe005.pna
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.
Richard —
Please see an update below as the `GPM' was a typo and should be `GPD' as reflected in
all permit documentation.
3 - Section V1.7 indicates the proposed project will have 141,00 GPD of flow. I need to
know how this number was derived and a breakout of the type of commercial/factory
operations.
ADDITIONAL RESPONSE: The calculation below provides clarification supporting the
previous response, ultimately resulting in the average demand of approximately 141,000 GPD.
3.2 gal 76.3 acres 60 min 24 mows
min acre * l�or3c. day = 351,590 GPD (peaked)
351,590 GPD
= 140,636.16 GPD (average daily demand)
2.5 peaking factor
The pages updated in the FTA form for the previous review (pages 4 and 7) don't have
signature spaces on them, so previously provided signatures should not be impacted by
these changes.
Let me know if you have additional questions.
Thanks,
Khelsey Lemon, PE (NC, VA), LEED Green Associate
Project Manager, Public Land Development
Office: 804.200.6530
khelsey.lemon &timmons.com
From: Simpson, Richard <[e-mail]>
Sent: Wednesday, July 17, 2024 3:10 PM
To: Khelsey Lemon <Khelsey. Lemon @timmons.com>; Simpson, Richard
<[e-mail]>
Cc: Rachel Jones <[e-mail]>; Koncz, Emily

<[e-mail]>; Ariel Dornisch <Ariel.Dorn [e-mail]>; Ashley Cutright
<[e-mail]>; Brandon McLamb <[e-mail]>; Kendra
Parrish <[e-mail]>; Pasha, Tanvir <[e-mail]>
Subject: Goodwin (Yield North) Phase I & II Additional Information Request
Good afternoon, All.
I was trying to get this permit out but need some clarification to one of my response
questions. The form ask for GPD and your response is in GPM.
3 - Section V1.7 indicates the proposed project will have 141,00 GPD of flow. I need to
know how this number was derived and a breakout of the type of commercial/factory
operations.
RESPONSE: This development will be an industrial park- no tenant companies have been
determined yet. Though the tenant is unknown at this time, demands for this project were
based on an approximate peak flow of 3.20 GPM/acre as a similar flow rate was applied to a
neighboring development of the same scenario. Applying this peak flow actor and the
development's size of 76.30 acres, the peak demand becomes approximately 245 GPM. With a
2.5 peaking factor, the average demand becomes approximately 141,000 GPM.
3.2 GPM/acre x 76.3 acres x 2.5 x 60 min/hour x 24 hours/day = 878,976 GPD
Or
141,000 GPM x 60 min/hour x 24 hours/day = 203,040,000 GPD
Both of those numbers are unreasonable....
Back calculating something more like: 3.2 GPM/acre x 76.3 acres x 2.5 x 60 min/hr =
36,750 GPH for one hour and
3.2 GPM/acre x 76.3 acres x 60 min/hr x
7hr/day = 102,547 GP/7 hours
Thus about 141,000 GPD for only an 8 hour day??
Please provide the calculation with the supporting data. Update the forms with proper
signatures if necessary.
Respectfully,
Richard
From: Khelsey Lemon <Khelsey.Lemon (@timmons.com>
Sent: Thursday, July 11, 2024 7:54 AM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>
Cc: Jones, Rachel<rachel.jones(cDholl)�springsnc.gov>; Koncz, Emily

<emily.koncz(@holl)lspringsnc.gov>; Ariel Dornisch <Ariel.Dorn isch(@timmons.com>; Ashley Cutright
<Ashley.Cutright(@timmons.com>; Brandon McLamb <Brandon.McLamb(@timmons.com>
Subject: [External] RE: Goodwin (Yield North) Pump Station Additional Information Request
You don't often get email from khelsey.lemon(d)timmons.com. Learn why this is important
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.
Hi Richard —
Please see the attached documents for updates and comment responses regarding feedback
for the Goodwin (Yield North) Phase I & II (Application No. WQ0045547) sewer permit. If you
need clarification or information about anything else for this permit, please let us know.
Thanks,
Khelsey Lemon, PE (NC, VA), LEED Green Associate
Project Manager, Public Land Development
Office: 804.200.6530
khelsey.lemonOtimmons.com
From: Ariel Dornisch <Ariel.Dorn isch(@timmons.com>
Sent: Wednesday, July 10, 2024 5:14 PM
To: richard.simpson(@deq.nc.gov
Cc: Rachel Jones<rachel.jones(@hollyspringsnc.gov>; emily.koncz(@hollyspringsnc.gov; Ashley
Cutright <Ashle)t.Cutright(@timmons.com>; Khelsey Lemon <Khelsey.Lemon (@timmons.com>;
Brandon McLamb <Brandon.McLamb(@timmons.com>
Subject: RE: Goodwin (Yield North) Pump Station Additional Information Request
Hello Richard,
I am happy to share additional information about the Goodwin (Yield North) Pump Station
(Application Number WQ0045546) for Ashley.
1. The 401/404 permit numbers are included in the cover letter in the 5th paragraph. I have
attached the cover letter, rewritten to make the permit numbers clearer. I have also
attached the approved permits.
2. There are no additional environmental permits needed for this project, the "yes" was
checked in error. An updated page 4 has been attached to this email that has the "no"
checked.
3. An updated USGS map with surface waters labeled and direction of flow in color has
been attached to this email. The aerial map is also included with the surface waters
labeled and direction of flow in color.
Please let us know if there is anything else we can clarify or provide to complete this

application.
Sincerely,
Ariel Dornisch, PE
Project Engineer 11
TIVSF OBIS GROUP
IKU51HEERIMG I WMIGN I TLCKNOLOGY
OetebraGng LOBTQ} Pride Month
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 984.222.1605 1 Fax: [phone]
Ariel.Dorn ischQ_ timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Tuesday, July 2, 2024 2:28 PM
To: Ashley Cutright <Ashley.Cutright(@timmons.com>
Cc: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: Goodwin (Yield North) Pump Station Additional Information Request
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Hello Ashley,
After reviewing the Fast Track Sewer System Extension Application for Goodwin (Yield North) Pump
Station (Application Number WQ0045546), additional information is required in order to further
process the application. Please provide the following information by August 1, 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.
Any updates to the application can be sent as an attached pdf via email.
1 - Section IX.5 indicates the proposed project needs a 404/401 authorization. Please include
the permits and/or permit application numbers.
2 - Section IX.6 is checked yes for additional environment permits per 15A NCAC 02T .0105(c)
(6). Please clarifywhat permits.
3 - Topographical map and/or the aerial map provided are not sufficient. According to Section
F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map
needs to clearly identify the project area, including the closest surface waters, general
location of the gravity sewer, pumpstations, and force mains, and the downstream connection
points for the receiving sewer. The USGS/site maps are in black and white and difficult to

read. Also please indicate the direction of flow.
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)].
Richard Simpson
Environmental Engineering
Office of Continuous Improvement (OCI)
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
richard.simpson0deq.nc.gov
919.791.4239 Office
..D,E Q��
LryaRmen! m kn�uiwiwnlN �ual��
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
o Get info on ARPA Project Permitting: ARPA Env. Permitting
o Search DEQ Permits: NC DEQ Permit Directory
o Apply for Funding: I Need Funding I NC DEQ
o Sewer Extension Permitting I NC DEQ
o Subchapter 2T Rules.pdf (state.nc.us)
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.