WQ0044690_Application (FTSE)_20230823

NC Quality State of North Carolina
Department of Environmental Quality
F)WR 1.00, Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources VIA 06-21 & SUPPORTING DOCUMENTATION
r X
Application Number: Q LYI 042 _ (co be c mvida by DwR)
All Jtgmf must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Wolfsneed. Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/county ❑ Municipal E�ftept of Ftmm 1erdal Qua1
3. Signature authority's name: per I SA 1d ,AC: 0-2 T 0104G
Title: D ja=r of Global Project Management Operations & Engineering
4. Applicant's mailing address: 4600 Silicon Drive AUG 2 3 2023
City: Durham State: North Carolina Zip: 27703-
5. Applicant's contact information:
�leiii Re$it �0
Phone number: (2W 407-5111 Email Address: Chris.McCannrgZwolfsneed.com
II. PROJECT INFORMATION:
1. Project name:
2. Application/Project status: ® 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: Chatham County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.7419 Longitude:-79.5366°
5. Parcel ID (if applicable): 72513 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer. Carlos H. Brown License Number: 024979
Firm: WSP USA
Mailing address: 3340 Peachtree Road
City: Atlanta State: a& Zip: 30326-
Phone number: C40 8554189 Email Address: Wos.Brown@=.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Siler City WWTP Permit Number: NCO026441
Owner Name: Siler City
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): gp
2. Downstream (Receiving) Sewer Information: 11 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Nama(s): Siler City
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:)Yes [--]No ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer°s Operational Agreement (FORM: QEV been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an 110,E?T'0A Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(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: O/a Domestic Q% Commercial 95 % Industrial (See I SA 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 yqL proYilte a cony of flow reduction approval letter with this an0cation
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'"
No. of Units
Flow
Manufacturing Facility, Silicon Carbide
Chi Wafers: Process Flow
0 gal/min.
1
0 GPD
Manufacturing Facility, Silicon Carbide
Chip Wafers: Sanitary Flow
0 gal/min.
1
0 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
See 15A NCAC 02T .0114(b). Q. (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T 01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
7r i-i- ;! i i Ml W.
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
18
1,496
PVC
12
4,379
PVC
8
268
PVC
12
99
13111
➢ 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 sower(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FQ)t EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: ILA
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 pun*s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T ,0305(h)(l):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/altematives found in 15A NCAC 02T .0305(f1 & (Q)? ® Yes ❑ No
15A NCAC 02T.0305(fl contains minimum xenaratinnx that shall he nmvided fnr sewer systemir
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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 1I 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 021-.0305 f f1 [vr see Section X.1 of this application
*I SA NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(1) 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 webpaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/seated by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's draft separation reauirements 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: ® 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 2B.0202
5. Does the project require coveragelauthorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required
6. Does project comply with ] SA Nt=AC 02T.0105fc1(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 1 SA 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 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum D7Csign Criteria for the Pertnining of Pump Stations
and F orct Mains (latest version) and the Girsvily Scwcr Minimum D) sign Criteria flaleg 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 reanest will be issued
concurrentlyrrith•tltg approval of the Permit, and projects reauhin¢ a variance saumal may be subject to longgr
review times. Fgr groiects r�iiriva two or more variances or where the variance is determined by the Division to be a
significantrtl o of the grgJISL the full-thm-hoicalireview Is reguired.
2. Professional Engineer's Certification:
I, Qx1gs H. Brown, attest that this application for Wolfspeed HIBS Rdyate Sewer
{Professional sneer's name from Application Item M.1.) (Project Name from Application Item I L I )
has been reviewed by me and Is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
MJnirnllm 1)eSiell C.rlterta fuf QtkLYity lwwcrs (talcs[ version), and the Minimum Dcsien Cri[cria for the Fast -Track Perm ittin
of Purnn Stations and Force Mains 0a[cst version . Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: %%%`�
SEAL i =
024979
.
H,`►.````
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Chris McCann attest that this application for Wolfspeed H113S Private Se er
(Signature Authority Name Sam Application Item 1.3.) (Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non4scharge 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.
Si Chris McCann
Signature: ffma«w Date:
FORM: FTA 06-21 Page 5 of 5

vm NC 09pt of Environmental . State of North Carolina
�il0l�ty Department of Environmental Quality
DWK Division of Water Resources
Division of Water Resources AUG 2 3 2023 Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
kCV
Entity Requesting Allocation: Wolfspeed, Inc,
Project Name for which flow is being requested: Wolfspeed HIBS Private Sewer
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Siler City WWTP _
b. WWTP Facility Permit #: NCO026441
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. TotaI flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
4.0
0.0
2.8
0.0
2.8
70
H. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)-(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Firm l pf),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD
Flaw Capacity***
* 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): Chatham -Randolph Megasite Sewer Ext.
Downstream Permit Number: W 0037144M -
Page 1 of 6
FTSE 10•111#

III. Certification Statement:
I Henry (Hank) Raper certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning assessment where applicable. This analysis has been performed
in accordance with local established policies and procedures using the best available data. This
certification applies to those items listed above in Sections I and II plus all attached planning assessment
addendums for which I am the responsible party. Signature of this farm certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
ng D,JJic�etlKnattcre
Title of Signing
Date
Page 2 of 6
FTS E 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% 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 Official Signature
Date
Page 3 of 6
FTS E 10-18

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Our ref.: B2202428.001
August 04, 2023 Raleigh xegig e
elg�h e8ioul Qffl+ce
Mr. Trent Allen, Fayetteville Regional Supervisor
Division of Water Resources,
State of North Carolina, Department of Environmental Quality
Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
Subject: Wolfspeed Silicon Carbide Semiconductor Chip Wafer Manufacturing Facility
Fast Track Sewer System Extension Application
Wolfspeed NIBS Private Sewer
1000 Carolina Core Parkway, Siler City, NC
Dear Mr. Alien:
We are requesting review and approval of the attached Fast Track Sewer System Extension
Application required for the construction of a private sewer collection system at the proposed
Wolfspeed silicon carbide semiconductor chip wafer manufacturing facility located at loon Carolina
Core Parkway, in Siler City, Chatham County. We have titled these sewer improvements the
"Wolfspeed HIBS Private Sewer" for ease in identification. The sewer improvements to be covered
by this application include the quantities of private collector sewer lines shown on an attached
exhibit, depicting the configuration of the onsite collector sewer piping and the size, lengths, and
materials of the piping in accordance with North Carolina minimum design criteria.
The development of the Wolfspeed facility is situated on approximately 180 acres of their 446-acre
property. The manufacturing process will generate sanitary sewage from both domestic type uses
and process related sewage from non -reclaimable process water generated in the manufacturing
process. The percentage of total fiow is estimated to be 5% domestic sewage and 95% process waste
water.
Sewage from the 1,200,000-sf facility is routed from numerous building connection points
throughout the site and conveyed northwesterly in the private sewer collection system to a point of
connection at a public manhole in Carolina Core Parkway. At this location the Private sewer system
will discharge to a proposed public sewer system that is being addressed in a separate, concurrent
application package. The public (offsite) sewer system, named "CAM Outfall No.1", is proposed to
carry sewage from the Wolfspeed facility to the new Siler City pump station (WO 0037114), and will
be constructed by Wolfspeed. Following its completed construction, the CAM Outfall No.1 sewer
system will be deeded to Siler City.
WSP USA
211 North Broadway,
Suite 2800
St- Lau--s MO 63102
Tel. [phone]
Fax; [phone]
wsp.com

Page 2
The development of the Wolfspeed facility required the state's approval of Erosion and
Sedimentation Control plans for the overall facility: the most recent of these plans was approved on
4-6-23 for the overall site identifying the maximum land disturbance following Siler City site and
zoning approvals. in addition, submissions have been made for encroachment into and disturbance
of wetlands via NCDEQ DWR 401 Permit No. 20230949 Version 1, and USACE 404 Permit ePCN
070320232. These submissions were made on 7-3-23. As related to the downstream Siler City pump
station, the downstream receiving connection for CAM Outfall No. 1(separate application), a
nationwide 404 permit approval through the USACE was granted for the Siler City pump station on
7-17-23 and the 401 Water Quality coverage was approved on 6-15-23.
In addition to the site piping exhibit mentioned above, also included in this Fast Track Sewer System
Extension Application package is the application signed by Wolfspeed, a Wolfspeed Corporate
Verification, a copy of the USGS Quad sheet for the area and an aerial photo with site and sewer
shown.
Lastly, we have included the Flow Tracking for Sewer Extension form from Siler City indicating their
Flow allocation relative to the acceptance of the sewage.
Because the downstream connection at the public manhole in Carolina Core Parkway has not been
approved or constructed yet, nor has the Siler City Pump station that will receive the offsite flow
been constructed, we are requesting that the Wolfspeed RIBS Private Sewer system extension be
approved for "Zero" flow at this time with the ability to revise the request and approval
determination later when sewer allocation is available from Siler City pursuant per their SOC
compliance.
Please feel free to contact either me, at [phone], or Tony Whitaker, [phone] Cell, if you
have any questions.
Trent, please let me know if you need any additional information.
Kind regards,
Dana Halladay
Sr. Supervising Civil Engineer
DH/ma
Page 2

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