WQ0044259_More Information Received_20231211

Initial Review
Reviewer
nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00044259
Applicant/Permittee Carolina Poultry Power RG2, LLC
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Kim Melvin
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
8644143059
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0044259
Has Current Existing permit number
Applicant/Permittee Address*
3730 North Main Street, Farmville, NC 27828
Facility Name*
Carolina Poultry Power- Wilson CUS
Please provide comments/notes on your current submittal below.
Attn: Erick Saunders
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
CPP Response to State December 2023 Signed.pdf 6.6MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 12/11/2023

Carolina
Poultry
Power
December 8, 2023
Erick Saunders, Engineer
NCDEQ, Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-16217
Subject: Application No. WQ0044259
Carolina Poultry Power RG2 - Wilson
Dear Mr. Saunders:
The outline below follows the item sequence in your Additional Information Request letter
dated November 3, 2023.
Section
Cover Letter/Introduction (Application Section 1)
A
1
The potential project to include a side stream to Alliance One has been closed and
is not being pursued.
2
CPP will install and maintain an anemometer on site to monitor local wind speeds.
An SOP will be created to document appropriate steps to be taken both in
monitoring the wind speed as well as inspections and adjustments to be made to
the spray nozzle flow rates. CPP commits to the following:
1. Install and operate an anemometer on site to monitor wind speed.
2. For wind speeds in excess of 25 mph, the operator will inspect the pond
area and will document if any spray/mist is drifting beyond the pond
perimeter.
3. If drift beyond pond perimeter is observed, the flow to the spray nozzles
will be adjusted until it is confirmed that the spray/mist is contained
within the pond perimeter.
4. Records of wind speeds and inspections will be maintained on site for
review, upon request, by NCDEQ staff.
Section
Application Form RWCU 06-16 (Application Section 2.1)
D
1
There is no surface water runoff into the pond. Section V.5. has been changed to

Mr. Erick Saunders
December 8, 2023
"no ". See attached.
2
The elevations provided in V.11. have been updated to align with site
drawings and specifications. The Geotechnical Site Survey indicates that
groundwater is anticipated at depths between 7 and 11 feet below grade.
The mean seasonal high water table has been estimated at 7 feet below the
top of embankment elevation, which is approximately 3 feel below the
bottom of the pond elevation. See attached Form RWCU 06-16.
3
Liner installation and testing requirements are on pages SP-2 and SP-3 of the
Appendix D stamped technical specifications.
4
The elevations provided in V.11. have been updated to align with site
drawings and specifications. See attached Form RWCU 06-16.
5
Section VII.2. has been updated. See attached.
Section F
Engineering Plans (Application Section 2.5)
1
Sheet 1966 has been updated.
2
Sheets 1963, 1964, and 1970 have been updated to show the locations of all
reclaimed water piping from the tie-in. See attached.
3
Sheets 1964 and 1967 have been updated and agree with the P&I Diagram 5080.
4
Sheets 1963, 1973 and 1974 have been updated and agree with the P&I Diagram
5080.
5
This 8" main is not being used as part of this project. Both tie-ins to reclaim water
are on the existing 16" line. This has been clarified on the plan drawings.
Section
Specifications (Application Section 2.6)
G
1
The construction schedule is attached at the end of this package.
2
Spray nozzle manufacturer's information has been provided in the attached
Specifications.
Section
Engineering Calculations (Application Section 2.7)
H
1
[Received]

Mr. Erick Saunders
December 8, 2023
Should you have any questions regarding this submittal please contact me at 252-800-1969
(richCeastenergyllc.com) or Kim Melvin of Project Integration, Inc. at 864-414-3059.
Sincerely,
Rich Deming, Principal
Carolina Poultry Power, RG2 LLC

Appendix A
Application Form RWCU 06-16
Carolina Poultry Power - Wilson December 2023 Update

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — CONJUNCTIVE UTILIZATION
FORM: RWCU 06-16
L CONTACT INFORMATION:
1. Applicant's name: Carolina Poultry Power RG2, LLC
Mailing address: 3730 North Main Street
City: Farmville State: NC Zip: 27828-
Telephone number: [phone] Email Address: rich&eastenergvvllc.com
2. Signature authority's name: Rich Deming (per 15A NCAC 2T .0106) Title: CEO
3. Consulting Engineer's name: Kim Melvin License Number: NC 025853 Firm: Project Integration, Inc.
Mailing address: 116 Hidden Hill Road
City: Spartanburg State: SC Zip: 29301-
Telephone number: [phone] Email Address: kmelvin&pintegration.com
4. Consulting Soil Scientist's name: License Number: Firm:
Mailing address:
City: State: Zip: ---
Telephone number: (_) _- Email Address:
5. Consulting Agronomist's name: Firm: _
Mailing address:
City: State: Zip: -_
Telephone number: (_) _- Email Address:
IL USER INFORMATION
1. Reclaimed water user name(s): Carolina Poultry Power
User facility physical address: 3150 Stantonsburg Road SE
City: Wilson State: NC Zip: 27893- County: Wilson
2. Facility status: Proposed
3. What is the proposed beneficial use(s) of the reclaimed water in accordance with 15A NCAC 02U .0101(a)?
(Check all that apply)
❑ Irrigation (non food crop) ❑ Irrigation (food chain crops) ❑ Industrial process water make up
❑ Cooling towers ❑ Chiller/Boiler makeup ❑ Urinal/Toilet flushing (non-residential)
❑ Fire protection (non-residential)
® Other (specify): Utility boiler cooling water
4. Estimated amount of reclaimed water to be used: 223,676 gallons per day
5. Does the reclaimed water source facility already have a permit for generation of reclaimed water? ® Yes or ❑ No
✓ If Yes, list permit number: W00018709
✓ If No, then the Reclaimed Water Generation application (FORM: RWG) must also be included in this package.
6. In accordance with 15A NCAC 02U .0501(a)(2) and (b)(2), how will the public and/or employees be notified about the use of
reclaimed water? Piping labels and plant signage will be used to notify the public and employees.
7. Specify the location within the application package where examples of notification materials can be found:
FORM: RWCU 06-16 Page 1 of 7

III. UTILIZATION AREA SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance in feet from the storage units and utilization areas to each item listed (distances greater
than 500 feet may be marked N/A):
Utilization Areas
Final Effluent Storage
Setback Parameter
Units
Required Actual
Required
Actual
Any private or public water supply source
100
>500
Any property line
50
200
Any well with exception of monitoring wells
100 >500
100
>500
Surface waters (streams — intermittent and perennial,
100 >500
50
>500
perennial waterbodies, and wetlands) classified as SA
Surface waters (streams — intermittent and perennial,
25 >500
50
>500
perennial waterbodies, and wetlands) not classified as SA
2. Do the utilization areas and storage units comply with all setbacks found in the river basin rules (15A NCAC 213 .0200)?
®Yes or❑No
✓ If no, list non -compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? ❑ Yes or ® No
✓ If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register
of Deeds? ❑ Yes or ❑ No
✓ If yes, has a Non -Discharge Wastewater System Waiver (FORM: NDWSW) been included with this application package?
El Yes or❑No
IV. DESIGN CRITERIA FOR DISTRIBUTION SYSTEMS (15A NCAC 02U .0403)
1. Fill in the table below to indicate the location in the plans and specifications where the following items can be located:
Distribution System Design Element
Plan Sheet
Specification Page
Number
Number
Labeling of valves, storage facilities, and outlets to warn the public or
employees that reclaimed water is not intended for drinking in
accordance with 15A NCAC 02U .0403(h)
Identification of piping, valves, and outlets as reclaimed water
(i.e., color coding purple, labeling, taping, etc.) in accordance with 15A
NCAC 02U .0403 c a
Method of securing valves and outlets the permits operation by
authorizedpersonnel only in accordance with 15A NCAC 02U .0403 d
Hose bibs locked for use by authorized personnel only in accordance
with 15A NCAC 02U .0403 e
a. Identification of existing underground distributions systems shall be incorporated within 10 feet of crossing any water
line or sanitary sewer line.
2. Will potable water be used to supplement the reclaimed water system? ❑ Yes or ® No
✓ If yes, what cross connection control measures will betaken in accordance with 15A NCAC 02U .0403(f)?
Plan Sheet Number Specification Page Number
✓ If yes, is documentation that the proposed cross -connection control measures have been approved by the Division of
Environmental Health's Public Water Supply Section included in this application package? ❑ Yes or ❑ No
3. Has each utilization area been equipped with a flow meter to accurately determine the volume of reclaimed water utilized?
®Yes or❑No
FORM: RWCU 06-16 Page 2 of 7

FORM: RWCU 06-16 Page 4 of 7

V. DESIGN INFORMATION FOR EARTHEN STORAGE IMPOUNDMENTS: 15A NCAC 02U .0401
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any earthen reclaimed water operational storage impoundments located at the utilization site(s)? ® Yes or ❑ No
✓ If no, then skip this Section V.
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 35.6853' Longitude:-77.8963'
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ® No
✓ If Yes, has the required NPDES permit been obtained to authorize the discharge of reclaimed water? ❑ Yes or ❑ No
➢ Provide the NPDES permit number - or the date when NPDES application was submitted:
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ® No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ® No
If yes, what is the drainage area? ft2
6. Is a liner provided with a hydraulic conductivity no greater than 1 X 10 -6 cm/s? ® Yes or ❑ No
✓ If No, has the Applicant provided data to show that the reclaimed water source is protective of the groundwater standard
for nitrates (10 mg/1)? ❑ Yes or ❑ No
7. What is the depth to bedrock from the earthen impoundment bottom elevation? >55 ft
✓ If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater
than 1 x 10-' cm/s? Yes, E]No or ® N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface water
or groundwater standards will not be contravened? ❑ Yes or ❑ No
✓ If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ® N/A
8. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom elevation,
how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)? N/A
9. If applicable, provide the specification page references for the liner installation and testing requirements: N/A
10. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ® Yes or ❑ No
11. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
❑ Cla
®Synthetic
Top of embankment elevation:
92.3 ft
® Other
I ❑ Unlined
Liner hydraulic conductivity:
gunite <<IXIOE-6 cm/s
Freeboard elevation:
90.3 ft
Hazard class:
Not Applicable
Toe of slope elevation:
88.4 ft
Designed freeboard:
2 ft
Impoundment bottom elevation:
88.4 ft
Total volume:
306,066 ft 3
2,289,680
allons
Mean seasonal high water table depth:
85.3 ft
Effective volume:
140,657 ft3
11052,255
gallons
Embankment slope:
3: 1
Effective storage time:
n/a days
Top of dam water surface area:
86,100 ft2
Plan Sheet Reference:
Appendix E
Freeboard elevation water surface area:
78,185 ft2
Specification Section:
Appendix E
Bottom of impoundment surface area:
71,040 ft2
FORM: RWCU 06-16 Page 3 of 7

VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS
1. Will reclaimed water be used for irrigation? ❑ Yes or ® No
✓ If no, then skip this Section.
2. The irrigation system is: ❑ existing ❑ proposed
3. The irrigation system is: Select
4. Does the irrigation area contain any subsurface drainage structures? ❑ Yes or ❑ No
✓ If yes, where does the drainage system discharge?
5. Provide the equipment information below for spray and/or drip systems:
Spray Utilization Design Element
Plan Sheet
Number
Specification
Page Number
Wetted area of nozzles
78,185 ft2
App D
SPEC-1
Nozzle capacity
1250 gpm
App D
SPEC-2
Nozzle manufacturer / model
BETE /
App D
SPEC-2
Drip Utilization Design Element
Plan Sheet
Number
Specification
Page Number
Wetted area of emitters
ft2
Emitter capacity
gpm
Emitter manufacturer / model
/
6. If applicable, provide the location of each design element in the specifications and engineering plans for irrigation dosing
systems:
Utilization Pump Tank
Plan Sheet
Number
Specification
Page Number
Internal dimensions (L x W x H or (p x H)
ft
ft
ft
Total volume
ft-1
gallons
Dosing volume
ft-1
gallons
Audible & visual alarms
Equipment to prevent utilization during rain events
FORM: RWCU 06-16 Page 5 of 7

VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS (Continued)
7. Provide the following information for each irrigation site:
Site
ID
Latitude a
Longitude a
g
Area
(ft)
Recommended
Precipiation Rate b
(in/hr)
Design
Precipitation
Rate b(in/hr)
Crop
Type
Waterbody
Stream
Index No. °
Classification °
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
a. Level of accuracy? Select Method of measurement? Select Datum? Select
b. For seasonal loading rates, list appropriate months.
Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
https://ncdenr. s3.amazonaws. com/s3 fs-public/W ater%2OQuality/Aquifer%2OProtection/LAU/Agreements/W SCA%2008-13.pdf
VIL INFORMATION FOR OTHER CONJUNCTIVE UTILIZATION AREAS (other than irrigation)
1. Will reclaimed water be utilized for purposes other than irrigation? ® Yes or ❑ No If No, skip this Section.
2. Provide the following information for all other reclaimed water utilization sites (non -irrigation):
Site ID
Latitude a
Longitude a
Allowable Use
Waterbody/Stream Index No. n
Classification n
001
35°41'07"
-77°53'48"
Evap Pond
Hominy Swamp/27-86-8
C; Sw, NSW
002
35°41'10"
-77°53'49"
Evap Pond
Hominy Swamp/27-86-8
C; Sw, NSW
003
35°41'10"
-77°53'48"
Evap Pond
Hominy Swamp/27-86-8
C; Sw, NSW
004
35°41'07"
-77°53'47"
Evap Pond
Hominy Swamp/27-86-8
C; Sw, NSW
O „
O 1 II
O 1 II
O 1 II
O 1 II
O 1 II
o ,11
0 , „
a. Level of accuracy? Select Method of measurement? Select Datum? Select
b. Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
https://ncdenr. s3.amazonaws.com/s3fs-public/Water%2OQualiiy/Aquifer%2OProtection/LAU/Agreements/W SCA%2008-13.pdf
FORM: RWCU 06-16 Page 6 of 7

VIIL IRRIGATION OF FOOD CHAIN CROPS
1. Will the system be used to irrigate food chain crops? ❑ Yes or ® No
2. If Yes, please complete the flowchart below by checking the appropriate yes/no responses. If No, skip this Section.
Will the portion of the crop intended for
human consumption be peeled, skinned,
cooked, or thermally processed prior to
human consumption?
Yes
Type 1 reclaimed water is
allowed pursuant to (15A
NCAC 02U .0301(b)), for
direct or indirect contact
irrigation.
No
Will the irrigation activity result in the
direct contact of reclaimed water on
the portion of the crop intended for
human consumption (direct contact
irrigation)?
Yes
This activity is not allowed
without further study pursuant
to 15A NCAC 02U .1401(a)(5).
No
Type 2 reclaimed water is
allowed pursuant to
15A NCAC 02U .0301(a), for
indirect contact irrigation.
3. For food crop irrigation sites not owned by the reclaimed water supplier, has a Landowner Agreement been included in the
application package as outlined in Instruction I? ❑ Yes or ❑ No or ❑ N/A
4. What type of notification will be provided at the irrigation site(s) to inform the public about the use of reclaimed water in
accordance with 15A NCAC 02U .1401?
FORM: RWCU 06-16 Page 7 of 7

Professional Engineer's Certification:
W(attest that this application for >ALP) JhA kL'� —W
has been reviewed by me and is accurate, complete
and consistent with the information supplied in the engineering plans, 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 this
application package and its instructions as well as all applicable regulations and statutes. 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 NC 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
I, Rich Demi nig CEO
(signing authority name — PLEASE PRINT) (title)
attest that this application for Carolina Poultry Power, RG2
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from
this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this
permit be violated_ I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees under Rule 15 A NCAC 02T .0105. Note: In accordance with NC
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. ` CJ
12/11 /2023
Signature: Date:
FORM: RWCU 06-16 Page 8 of 7

Appendix C
Engineering Plans
Carolina Poultry Power - Wilson December 2023 Update

HOT PIPELINE & VALVE FROM CHP PLANT HEAT EXCHANGER, EVAPORATION HEADER & PIERS, LATERAL VALVE & FLEX PIPE, POND SHORELINE
CABLE TENSION SYSTEM, LATERAL FLOATATION SYSTEM, EVAPORATION LATERALS, MCC #2 ENCLOSED BUILDING, PUMP HOUSE 9$6Ap$jjjDGE &
POND SUCTION PIPE ARRANGEMENT, NOZZLE & SPRAY CONE. °�N CAf?
Q19- `4Es Slp.
2 f�° v' v a
5 :4 SEALrJ S
28308 � 1
I 7 202 d
0
jar
="'1J.L— 1.
Na
MRS
40
Additional NCDEQ comments addressed.
Issue For Permit.
\ND POND EVAPORATION SYSTEM DESIGN UI
ADDITIONAL NOTES.
RELEASED FOR CONSTRUCTION.
Revision Description
Revision Schedule
■ FA ELLONS
IwN NBI ATE
�PSo
02117123
CAROLINA POULTRY POWER RG2
nECRED BY
TJKI PDA
02117123
EVAPORATIVE COOLING POND SYSTEM
AjmIO EOBY
02117123
PROJECT COVER
ASMEQCBY
cus E WILSONTNC
2ENPE
3 B
MARK
ATEOORY SECT/R O RAWiNCNo
14113-B 8480 1961 14
4

CAROLINA POULTRY POWER PLANT RG2
OF WILSON WATER/EVAPORATIVE COOLING POND SYSTEM
TEWATER TREATMENT PLAN °ao
Stantonsburg Rd SE
m, NC 2789
WILSON NORTH CAROLINA
+ LOCATION MAP
w 1 : 16000
TRUE NORTH
SUPPLY TO
1COOLING SYSTEM AN SPRAYNOZZLE
CONFIGURATIO �r
ir
NEW PUMP HOUS
-� STATIO
�t
A
CITY RECLAIMED WATER TIE-IN FOR
NEW POND RECLAIMED WATER LINE.
REFER TO SHEET 1964 FOR DETAIL. —
VICINITY KEY PLAN
�1 " = 160'-0" = 160'-0"
TRUE NORTH
GEBUILD
-�—
BOILER
(E)16" DIA
SHEETINDEX
Sheet Number
Sheet Name
Current Revision
1961
PROJECT COVER
4
1962
LOCATION AND VICINITY PLANS
4
1963
SITE PLAN, TYPICAL TRENCH DETAIL, SCHEDULES
4
1964
POND SITE PLAN AND SECTION
4
1965
EVAPORATION SYSTEM INTERCONNECTION
4
1966
COOLING LOOP PLUMBING PLAN, ELEVATION, ONE -LINE AND SCHEDULE
4
1967
CONDENSER LOOP P&ID AND SPECIFICATIONS
4
1968
CONSTRUCTION NOTES
4
1969
POND SECTIONS
4
1970
THERMAL LOOP TOPOGRAPHYAND PLAN 1 PROFILE KEY PLAN
4
1971
THERMAL PIPING LOOP PLAN 1 PROFILE HX &A
4
1972
THERMAL LOOP PLAN 1 PROFILE B
4
1973
THERMAL LOOP PLAN 1 PROFILE C-D-E
4
1974
THERMAL LOOP PLAN 1 PROFILE F-G
4
CITY (E) 16" DIA RECLAIMED
a
S. ' > ►'
WATER LINE TIE-1
...
�i
• m
1N'
PLANTHEATEXCHANGER
T
RECIPROCATIONPOIN
CITY RECLAIMED WATER TIE-IN FOR
(
T
NEWBOILER UTILITY BUILDING
Y
CHP PLANT EVAPORATION PIPING
RECLAIMED WATER LINE.
SUPPLY & RETURN SYSTEM
REFER TO SHEET 1971 FOR DETAIL.
r R PIPE BRIDGE CROSSING,
—
LIMITS OF CONSTRUCTION,
RG2 BOILER PLANT
& MAINACCESS DRIVE
4 '
' -
a : = • _ NU_ECES CREE
TVPICA
SEAL J
(E)16"CIA RECLAIMED
POWERPLANTACCESSDRIV
2saoe ?
WATER LINE TIE-
IN
71 %�� Icin E�'V��•'I
ji
7�5
M FELONS
INIll ATE
�PSo
02117123
4
Additional NCDEQcomments addressed .
PCO
MID
12/04/23
CAROLINA POULTRY POWER RG2
CHECKED BY
TJKIPDA 02117123
3
Issue For Permit.
PCO
JMQ
11/10/23
EVAPORATIVE COOLING POND SYSTEM
A�mc E°a� 02117123
2
THERMAL LOOP AND POND EVAPORATION SYSTEM DESIGN UPGRADES.
PCO
JMC
07/24/23
LOCATION AND VICINITY PLANS
ASME QC BY
1
ADDITIONAL NOTES.
PCO
MID
03/22/23
0
RELEASED FOR CONSTRUCTION.
PCO
JMC
03/02/23
SIZE TYPE MAR"
No.
Revision Description
Rev. By
Approved By
Date
CPPRG2 WILSONTNC
3 B
Revision Schedule
EEMC �ECE�M M ��NMNC
14113B 8480MC1962 SHEE14
4

LIMITS OF CONSTRUCTION EVAPORATION
COOLING POND 964
CITY RECLAIMED WATER TIE-IN FOR _
NEW POND RECLAIMED WATER LINE. — ---� -_ =---1--- —
REFER TO SHEET 1964 FOR DETAIL. I PUMP HOUSE
a o
o
;� -- ------ ------ ---- ----_
EXISTING FENCE I I
2 II o
PF �s 1963 a
C'�i�e��isT a
CHP PLANT ACCESS DRIVE
LIMITS OF
CONSTRUCTION
1
I
I
n 4 4
963
1963
I — — —HOT SUPPLY TO CLAR I FIER
o —
(VALVE CONNECTION)
_ HOT SUPPLYTO CLARIFIER
6�j �ilII— LIMITSOFCONSTRUCTION
z¢�
�
WTI
y
mg�
w
o
a
2 COLD RETURN TO PLANT
1963
—
— i
— — L
BRIDGE PIPE
HOT SUPPLY TO POND CROSSING
PLANT H-X LC
o�
LIMITS OF CONSTRUCTION
0
0
0
\ o
®n BOILER MAT TOC
U 1 : 1700
PROJECT NORTH
EXISTING FENCE
HOT SUPPLY TO
EXISITNG BOILER BUILDING,
VALVE CONNETION ABOVE GRND
16"m EXISTING
COMPACTED 24
FILL WIDE BASE
I1FIN GRADE
V a _=11111
o =IIIIII
=III
TIVE
HDPE WATER CHP / CARBON STEEL WATER
COLD RETURN CHP HOT SUPPLY
EMBEDDEDINTHERMAL
INSULATION
\n TRENCH SECTION HOT /AMBIENT PIPE
COMPACTED
FILL
I1FIN GRAD
V �
- o
M U
Z
;LAIMED WATER + CARBON STEEL WATER
CHP HOT SUPPLY
3 EMBEDDEDINTHERMAL
I I 963 REFER TO SHEET 1973 INSULATION
HOT SUPPLY TO POND 3 I I FOR PIPING ARRANGEMENT.
1963 U TRENCH SECTION HOT / HOT PIPE
HOT SUPPLY TO EXISTING
SLUDGE BUILDING, VALVE
PLAN 1 PROFILE, CONNETION ABOVE GRND
HOT SUPPLYTO SHEET
SLUDGE/ BOILER BLDG
m COMPACTED
FILL
a�
m X
FIN GRAD l l l l � III -1
A z V NATIVE
16��FDi
EXISTING 8" CIA RECLAIM WATER LINE,
UNTAPPED, CONTINUATION OFF -SITE.
REFER TO SHEET 1971 FOR NEW TO
EXISTING TIE-IN DETAIL.
C/
EN
n TRENCH SECTION HOT PIPE
U
HOT PIPE CODE: B31.1
DESIGN LIMITS: 250 PSIG - 225°f
THERMAL LOOP HOT TRENCH PIPE WORK
TEMPERATURE
SIZE(DIA)
LENGTH TOTAL (ftlin)
HOT
2"e
435' - 3 518"
HOT
6"e
494' -11 112"
HOT
8"e
4507' -10"
THERMAL LOOP COLD TRENCH PIPE WORK
TEMPERATURE
SIZE(DIA)
LENGTH TOTAL (ftlin)
AMBIENT
8"e
2888'-5"
CA
�:4 SEALS
p
28308
� 'j7
off/�j

EVAPORATION COOLING SYSTEM
DESIGN SUMMARY
TOTAL NUMBER OF LATERALS = 6
FLOW RATE PER NOZZLE = 69.4 GPM
PRESSURE AT NOZZLE = 60 PSI
NOZZLE SPRAY ANGLE =120 DEG
NOZZLE CATALOG NUMBER = TF64 (SEE BHT 1973 FOR FULL SPECIFICATION)
SPRAY PATTERN = FULL CONE, 18 TOTAL
FREEBOARD = 24"
m
�e
m X
O (n
m C
A
m
�e
m X
m C
A
LA NER ELGE
EXISTING 16" DIA RECLAIM
WATER LINE FROM OFF -SITE o
w
�r
m
0 8
D e
:fm
mx
D �
m
A
®� PLAN POND RECLAIM MAKE-UP CONNECTION TO EXISTING
1/211
PROJECT NORTH
246' - 0"
yr• .-
m
av-
- U
z
I Z
1 � w
I I~
l E I
TENSION CABLE
�- - - -- -- - - - - --_-
---------------
= --- ---
NEW POND 4" DIA
o
3 CK
RECLAIMED WATER LINE, I I CO
ssa VALVE & METER TIE-IN I 2
245'-8" WATER SPRAY CONE PATTERN 1974
MODULATING POND VALVE y
TO POND FROM EXISTING CITY I z
TIE-IN RECLAIMED WATERLINE I a EL BOT POND 88.4'
PUMP STATION 8 SERVICE BRIDGE.
i xssa sss SCALE NOTE:
I 2" PUMP PRIMING LINES NOT SHOWN ON GA.
I I REFER TO P&ID 5080 POND CIRCULATION
SYSTEM FOR COMPLETE SCHEMATIC DETAIL.
�I
I
LIMITS OF
CONSTRUCTION
®1 511tImL
1 11 = 201-011
PROJECT NORTH
J-------------TENSION CABLE L_
G-25 —
'JX1 FENCE LINE
NO�.•EESS%p ��/ /
2sl�SEAL_: f //
A?• 28306 �c
. hl/ F)yGINEEQ-�G��
CHP PLANT AND POND
sss EVAPORATION SYSTEM
INTERCONNECTION POINT
49Z -1"
OVERALL POND LINER
4"o RECLAIMED
•PH=
SECTION POND RECLAIM WATER MAKE-UP
1 /411 = 11-011
PUMP HOUSE
L B(1NER EDGE
246' - 0"
0
v+ - -
I I
{ L2
97' w
0
0 �' J
w I 0
I ~ U
I �o
rn
---I J
U
---------- -
-- ----- ---- ---------- -- - - -
-
— PONo- -� ---- -
� ' 1
y42
POND EVAPORATION
HEADER
lsss
Additional NCDEQ comments addressed.
Issue For Permit.
\ND POND EVAPORATION SYSTEM DESIGN UPGRADES.
ADDITIONAL NOTES.
RELEASED FOR CONSTRUCTION.
Revision Description
Revision Schedule
� rr
EL BOT POND 88.4' 1969 0
i � a
0
{
I
I
i
------------------------------- - - - - --
— —. ay,— w
—sow
— 91 I w
(X) FENCE LINE----------..._.. — 1
E I ERLONS RAW °NGBY 6ER ATE'
PSO 02117123
PCo JMC 12/04/23 CAROLINA POULTRY POWER RG2 T�KIPDA 02117123
PCo JMC umres EVAPORATIVE COOLING POND SYSTEM A°BV
PCO JMC 07/24 /23 JCE °cav 02117123
POND SITE PLAN AND SECTION M
0^0 JM^ 03 /22723 SizETYPE I MADA
CPP RG2 WILSON, NC 1 3
°oA� S oT�A ° RAW NG N°
1411 B 8480 1964 14

1 2 5 FLOAT ASSEMBLY
1
1
1
4" DIA LATERALS
FLEX HOSE.
TYPICAL @ EVAPORATION
HEADER CONNECTIONS
3
1965
FLOAT DETAIL ASSEMBLY
SCALE: 1"=1'-0' sss
w
c�
WATER EDGE
w
® L1
10'- 3 518"
CONCRETE
HEADER PIPE
SUPPORT PIERS
GV
(E)FEN CELINE
GV EVAPORATION POND INTERCONNECTION FLOW POINT.
TO CHP PLANT FROM CHP PLANT PIPING CONNECTION TO 8" HEADER AND
PUMP HOUSE EVAPORATIVE SPRAY SYSTEM
}
U 3
Z
O 0 1965
O
O
�w
a>
aQ
x�
O O
0 a
� w
¢PIPETRENCH
®� SITE PLAN EVAPORATIVE PIPE HEADER INTERCONNECTION
U 3/8 = 11-011
PROJECT NORTH
EVAPORATION COOLING POND EQUIPMENT & FASTENERS
Mark ID
Qty
Description
Material Grade
Manufacturer/Supplier) Model#
2
108
Y-0" LG x 3116" FLAT BAR FLOAT BASE
STAINLESS STEEL
3
216
318" DIA -16UNCGALVPERMACLIP FASTENERS WINUTAND(2)WASHERS
STAINLESS STEEL
McMASTER-CARR
4
58
W4x13x15" LG DRILLED TOP HOLES FOR PIPE CLAMP 1 CABLE SUPPORT UBOLTS
STAINLESS STEEL
5
108
OVAL SHAPED STAINLESS STEEL CONNECTING LINKS, 1400# WORKING LOAD LIMIT
STAINLESS STEEL
ABC Engineered SolutionsTM
6
54
4"x112" THK STAINLESS STEEL PIPE CLAMP WI (4) NUTS
STAINLESS STEEL
ABC Engineered SolutionsTM
7
18
1 112" FULL CONE NOZZLE 120 DEGREES
316 STAINLESS STEEL
TF64 BETE
8
6
10' LG, 4" DIA STEEL BRAIDED FLEX HOSE, VIBRATION RESISTANT WIFLANGES
BRAIDED STAINLESS STEEL
10
14
8" DIA EVAPORATION HEADER PIPE SADDLE
HOT DIPPED GALVANIZED STEEL
11
8
HAND WINCH FOR WIRE ROPE
HOT DIPPED GALVANIZED STEEL
PART# 3196T24 McMASTER-CARR
12
1200 ft
114" DIA CABLE 18-8 STAINLESS STEEL, 1200# WORKING LOAD LIMIT, EXTRA
LUBRICATED. ADDITIONAL HARDWARE:1/4" CABLE CLAMPS 316 STAINLESS STEEL
GRADE MIL-DTL-83420
McMASTER-CARR. CABLE PART# 8947T26, SOLD 50' LENGTHS.
CLAMP PART# 3017T44 (2CLAMPS PER PACK)
GATE VALVE
1
GATE VALVE
1
T
L 1 LINER EDGE
SECTION EVAPORATIVE PIPE HEADER & LATERAL
SCALE: 112" = V-0" 1 1ss5
7
120DEGREE
COOLING SPRAY
PATTERN
---------------
EMBED
6�
a FABRICATED HARDWARE - 4X4 TUBE STEEL WITH PIPE CAP.
a (1) EMBED PLATE 1/2' THK. x 6" x 6" A-36 WITH (4) 318" DIA. L-RODS 6" LG.
HOT DIPPED GALVANIZED FINISH.
MOUNTING HARDWARE - (1) WINCH RIGHT SIDE HANDLE, 1500# MAX. CAPACITY, 114" DIA CABLE, McMASTER-CARR PART #3196T24.
1' 0" (1) 114" DIA CABLE 18-8 STAINLESS STEEL, 1200# CAPACITY, EXTRA LUBRICATED, 100' LG., McMASTER-CARR PART #3461T69.
(3 EACH) GALVANIZED BOLTS, NUTS, WASHERS, 318"-16UNC HEX BOLTS 4" LG., HEX NUTS, FLAT & LOCK WASHER.
(1) OVAL SHAPED STAINLESS STEEL CONNECTING LINKS, 1400# CAPACITY, McMASTER-CARR PART #894726.
(2) CABLE CLAMPS 114" 316 STAINLESS STEEL, McMASTER-CARR PART #3017T44 (2) CLAMPS PER PACK.
CABLE TENSION ASSEMBLY DETAIL �4
SCALE: 1"=1'-0' ss5
WATERLINE
HDPE LINER
BOT POND
SURVEYEL 88'-4314"�
``paiuuerpr
A'•, •�28308�. Q � ��
y..S'�.NCINE •' V� Z_ � 2D

30' - 9" OVERALL
N706081.01'
E2327677.17' 11' - 3" 7' - 7 1 /8"
Toc94.2' COLUMN CENTER TO LINER EDGE
I
969
4"o RECLAIM MAKE-UP
WATER
1 F -1 f
CIRC PUMP (M-0113)
CIRC PUMP (M-0114)1
REFER TO SHEE1964
FOR
EXISTING RECLAIM
TIE-IN DETAIL
o)B�
I BF
BF� (c1
❑B,❑1B)
8"o EVAPORORATION
GATE( GATE)
COOLING PIPE
I
PUMP HOUSE
I I
TOC 94.2'
L
g0�
mmmCmm=E = I I Mcc:mcc:III �
7 518" TYP
8
— — — VFD H1
� la
11' - 3 3/4"
B
CLR
F 17
W
n�
B
gMCC
co IN
#2 BUILDING
- 8
N
c TOC 94.2
8
o
g
ELECTRICAL EQUIPMENT
N
In
(REF ONLY)
- E7
B
19
I
8 L
2
aQim
8
�
B t7 Qi
QUD QUD QiID mID mID
N706090.59'
E2327712.44'
TOC94.2'
,
8'-0"PAD
TOC 94.2.
OPNG
LCONDUIT
TRANSFORMER
ACCESS DOOR
®� TOC PUMP HO
11
PNORTH 1/4 - 1 0
ROJECT
BRIDGE & MCC ROOM
GRATING 19-W-4
8 SAFETY RAIL
EQ EQ
16'-8"
BRIDGE SPAN
SLAB OUTLINE
I
PUMP HOUSE EQUIPMENT
Type Mark
Qty
Description
A
2
GATE VALVE
B
2
FLANGED END BASKET STRAINER
C
3
BUTTER FLY VALVE
D
2
CHECKVALVE
E
2
CIRCULATION COOLING WATER PUMPS, 4x6-11H S, BRONZE FITTED, 250HP@36001447TS
F
2
YSTRAINER
G
2
6" CIA POLY -SWING FOOT VALVE 8 BASKET SCREEN
H
1
Modulating Float Operated Control Valve
® LINER ELGE
LA
W
C
O
2
ca
?)FOOT LU
H O C7
z o
CL o m
E" w
� U
?)FOOT
SERVICE BRIDGE
TOC PUMP h
SURVEY EL
T.O. BERM
®SURVEY EL
n
BERM
32`- 3-
POND
4 30"
REINF CONCRETE PIER FOUNDATION 3
LINER ELGE
LA
ELEVATION PUMP HOUSE & BRIDGE
2 1/4" = 1'-011
480V,3PH,3W
FED FROM
500KVA
TRANSFORMER MCC
^ ^
CONNECTED LOAD I\v/I1�.J1C L
635 FLA
EFFECTIVE LOAD
483 FLA - —----- -- ---------------------------------------------------------------------------- ---------------------- ---
!I (4)500MCM/PH (01A) I
I N
>q� MAIN CB
(LSI)
I
MCC HORIZONTAL BUS 480V, 3P, 3W, 1200A, 65 KAIC I
END
�(03A) �(04A) �(02E) �(02F)
I
o )CB-0113 )CB-0114 o)CB-LC4 0 �CB-SP1
D D
I
I
� SIZE 6 T SIZE 6 T
FEEDER
I I
----------------------
I I
I
15KVA,1�
480Vab-240/120V
TRANSFORMER
250 250
HP HP SPARE
M-0113 M-0114 UTILITIES
CIRCULATING CIRCULATING LOAD CENTER,
WATER PUMP #1 WATER PUMP #2 31.25 FLA
3600 RPM/302 FLA 3600 RPM/302 FLA
Additional NCDEQ comments addressed.
RELEASED FOR CONSTRUCTION.
Revision Description
Revision Schedule
Sipy./
_ALA v
E I ERLONS RAW NIBY 6ER ATE'
DPSo 02117123
CAROLINA POULTRY POWER RG2 T�KIPDA 02117123
EVAPORATIVE COOLING POND SYSTEM AJPMPI-E°BY 02117123
COOLING LOOP PLUMBING PLAN, ELEVATION, ASME QC BY
ONE -LINE ANDSCHEDULE TYPE RK
14113-B 1 8480 1966 14

y
MEDIA: CONDENSATE
PRESSURE: 1 PS1G
FLOW: 81,000#/HR
TEMPERATURE: 159 °F
MEDIA: STEAM (LOW)
PRESSURE:10 PSI
FLOW: 81,000#(HR
TEMPERATURE: 239 'F
HEAT
EXCHANGER
HEAT
EXCHANGER
CONDENSER LOOP P&ID AND SPECIFICATIONS
NOTE:
REFER TO REFERENCE DRAWING 5080 P81D POND CIRCULATING WATER SYSTEM FOR COMPLETE SCHEMATIC DETAIL.
MEDIA_ CIRCULATING WATER
PRESSURE: 115 PS[G
FLOW: 125Q GPM
TEMPERATURE: 80 °F
1
1
1
V
1
MEDIA:CIRCULATING WATER
PRESSURE: 75 P5[G
FLOW: 1250! GPM
ITEMPERATURE:
2051 'F
—A`
8" CCH -)0 CTFFt PTPFC
CITY OF WILSON TIE-IN
RECLAIMED WATER RECLAIMED POND
WATER MAKEUP
VALVE
PI FOOT VALVES WITH
6" 6" 6" BASKET SCREEN
BS 6" 6"
_ S
8„ PDT
=E PI 4
6" 6" 6" _
BS 6" 6"
S
PDT
NOTE: This is a standard heat cxchaagcr designed to
ensure there is no mixture of the two media (pond
water and steam from hailer) never mix. Simply put,
no wastewater kom the power plant goes back to the
pond.
2" GATE
VALVE
CITY OF WILSON WATER
TREATMENT PLANT
COMPLETE NOZZLE SPECIFICATION:
NOZZLE MODEL NUMBER = TF64
TOTAL NUMBER OF LATERALS = 6
SPRAY PATTERN = FULL CONE,18 NOZZLES TOTAL
FLOW RATE PER NOZZLE = 69.4 GPM
PRESSURE AT NOZZLE = 60 PSI
KFACTOR = 26.7
GALLONS PER MINUTE = 207
NOZZLE SPRAY ANGLE =120 DEG
PHYSICAL WEIGHT (OZ) = 22
'' 2i4�SE
28308
IZ

CONCRETE NOTES
1. All reinforced concrete materials shall be proportioned, fabricated, delivered, and placed in accordance with ACI Standard ACI318-14 'Building
Code Requirements for Reinforced Concrete." Including latest supplement.
2. All concrete shall be entrained. Air entrainment shall be 5%+/ -1%.
3. Detailing of concrete reinforcement and accessories shall be in accordance with ACI Publication 315, "Manual of Standard Practice for Detailing
Reinforced Concrete Structures."
4. All concrete shall have sand and gravel or crushed stone aggregate Type I, Portland Cement, and a compressive strength of4000 - PSI in 28 days.
Normal weight aggregate shall conform to ASTM C33.
5. Contractor shall submit proposed concrete proportions, along with supporting documentation.
6. U.N.0, all concrete reinforcing bars shall conform to ASTM A615, Grade 60. Column ties, field bent dowels, and No. 3 bars when used as stirrups shall
conform to ASTM A615, Grade 60.
7. All welded wire fabric shall conform to ASTM A185 and shall be supplied in flat sheets. Where splices are required, welded wire fabric shall be lapped
two full wire panels and shall be fastened securely together with wire.
8. U.N.D. concrete cover steel reinforcement shall conform to the minimums required by paragraph 7.7 of ACI 318-83.
9. U.N.O. lap slices and embedment lengths shall conform to Table A on this DWG Manual SP-17, Class B splices.
10.Reinforcing shall be supported with plastic chairs and secured in its correct location to prevent displacement during placement of concrete.
11.113einforcing bars may be spliced only as shown on the drawings except that reinforcement designated as "Continuous Reinforcement" may be lap
spliced per Table A. Lap splices of continuous reinforcement in beams shall be made over the support for bottom bars and at mid -span for the top
bars.
12.Provide corner bars in outside faces and inside faces of all reinforced intersecting walls, footings, and grade beams. Number, size, and spacing of
corner bars shall be equal to number, size, and spacing of horizontal reinforcing bars with which they lap, and legs shall extend per Table A.
13.Extend horizontal reinforcement at intersecting walls and footings beyond the point of intersection to the opposite face and bend to a standard 90
degree hook, or provide bent bowels of equal size and spacing, , lapped per Table A.
14.At discontinuous ends of grad beams, extend top beam reinforcement across the joint formed by the intersecting pier, grade beam, etc. and
provide standard ACI 90 degree hooks on all such reinforcement.
15.Joints not shown shall be made and located to least impair strength and appearance of structure. As approved by HRT representatives. No
horizontal joints shall be permitted in concrete except where they normally occur or where noted. Vertical joints shall occur near centers of spans at
locations approved by HRT representatives.
16.All construction joints shall be prepared by roughening the surface of the concrete in an approved manner so that the aggregate shall be exposed
uniformly, leaving no loosened particles or damaged concrete.
17.Expansion joints to be cleaned of all loose material and filled with a silicone grout.
18.Provide chamfers as detailed on architectural drawings.
19.Expansion bats installed in poured -in -place concrete shall be wedge anchors of the size shown (Hilti Kwik-bolt or approved equal). All expansion
bolts shall have bolt length designation stamped on threaded end and confirm to 1994 UBC for load rating with special inspection.
20. All anchor bolts shall conform to ASTM A307, unless noted otherwise.
21. Grout shall be prepackaged, no -metallic, non-gaseous. It shall be non -shrink when tested according to CRDC-621 at a fluid consistency (flow cone)
of 25+/ -5 seconds. Grout shall attain 5000 PSI compressive strength in 29 days at above flow and shall not bleed. Grout shall be moist cured for 24
hours after placement.
22, All trenches, sumps, and curbs not poured monolithic, are to have an approved water stop at all construction joints.
23. Finish floor to have a broom finish.
24. Owner shall be responsible for any hazardous waste and the removal of same that is found on the site.
� CONSTRUCTION NOTES
E 2 c SEALr/y'= I
28308 �� �41
CINE1;�.G��` I � 2D2
,nnuwn
SITE PREPARATION
1. Remove topsoil or any surface material not suitable for sub -fill.
2. Provide adequate precaution to ensure that run off water & seepage from excavations is drained away from the construction
area.
3. Extend excavation 5' outside the perimeter grade beams.
EXCAVATION & FILL
1. Utilities: Project engineer must request location of underground utilities by a "Call before You Dig" utility crew at least 49
hours prior to on -site activities. Excavation must not commence until underground utilities have been located. Operators of
tractors and other equipment with mast or poles must check for overhead utilities before raising the masts or poles.
2. Remove existing silty sand containing organic fines and wood fragments and waste in manner suitable to project owner.
3. Scarify exposed subgrade at least six inches in depth and recompact to density specified below.
4. Place subsequent lifts on select fin thin layers not exceeding eight inches in loose thickness to the desired rough grade and
compact each lift to at least 95 percent of the density defined by ASTM D-698 (standard proctor). Maintain moisture within
+/- two percent the theoretical optimum.
S. Maintain adequate drainage of disturbed areas during construction to reduce moisture fluctuations in the subgrade. Such
measures may include ditches, sumps and/or wellpoints.
6. Fills of naturally or artificially graded approved materials conforming to 304.02 of ashto fill may be compacted using relatively
strict moisture control.
7. Dig grade beams.
8. Place vapor barrier.
9. Place steel.
10. Geotextile fabrics maybe placed over moisture sensitive soils to permit compaction of succeeding fill layers.
11. Alternate compaction techniques may be used by others based on prevailing moisture, time demands, and other economic
factors.
RECLAIM WATER LABELING
1. All reclaimed water valves, storage areas and outlets will be tagged or labeled to warn the public and employees that the water is not intended for
drinking. Example tag/label below.
2. All reclaimed water piping, valves, outlets and other appurtenances will be color coded/taped to identify the source water as being reclaimed water.
a. Piping and appurtenances will be colored purple and embossed or integrally stamped "CAUTION: RECLAIMED WATER -DO NOT DRINK" or be
installed with purple identification tape or polyethylene vinyl wrap. The warning will be stamped on opposites sides of the pipe and repeated everythree
feet or less.
b. The identification tape will be at least three inches wide and have white or black lettering on purple field stating "CAUTION: RECLAIMED WATER -
DO NOT DRINK". Identification tape will be installed on top of reclaimed water pipelines, fastened at least every 10 feet to each pipe length and run
continuously the entire length of the pipe.
c. Existing underground distribution systems retrofitted for the purpose of conveying reclaimed water will be taped or otherwise identified as noted
above. This identification will be incorporated within 10 feet of crossing any potable water supply line or sanitary sewer line.
3. All reclaimed water valves and outlets will be of a type, or secured in a manner, that permits operation by personnel authorized by the entity that
operates the reclaimed water system.
4. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable quality. As an alternative to the use of locked
vaults with standard hose bib services, other locking mechanisms such as hose bibs that can only be operated by a tool may be placed above ground
and labeled as non -potable water.

BOT POND
N_
URVEYEL 88'-4314'
LINER EDGE
L1
50 LINER EDGE
SECTION LOOKING SOUTH
SCALE: 118" = T-0" > isss
SECTION LOOKING EAST
SCALE: 3132"=1'-0" > >sss
492' - 0 518"
am
BOT POND
RVEYEL 88'-43§4
LINER EDGE
MEAN WATER LEVEL j zt
``r,pquierhrr
'24OseaL
28308 C ��
N�IC Ns aJ ° I z

HOT SUPPLY TO
-19
LEGEND
SLUDGE BUILDING
G GRID BUBBLE DESIGNATION = GRID LOCATION MARKERS FOR TRENCH PIPE.
PURPLE ARROW DESIGNATES RECLAIMED POND WATER.
G-19 -
i
s„
RED ARROW DESIGNATES HOT CHP BOILER PLANT WATER.
o
CONSTRUCTION LIMITS = —
EXISTING FENCE LINE = •--------------------------------------------------
HOT SUPPLY TO
(X) BOILER BUILDING
G $ W u �u
ki
\� o�i REG�PvME ba��
G-17_�FC14
$ C'�
G-17 \
o �
m G-115 G-16
,HOT SUPPLY TO CLARIFIER
(CAPPED FUTURE USE)
�G-16"
?.Olt � ,• �
G-141V / EXISTING 8" DIA RECLAIM WATER
40 \
o p" ao / LINE, CONTINUATION OFF -SITE.
�� Qo G-15
C.>
G-20
s G-21
G-14
� POND/ A �Sb / .1A) N5•y�'��6
��`_'�'�—.am N07 SUPP�V 70 (� SITE FENCE PERIMETER
�G-23pF ILE RF
w�
G-20 G-13
G-24 (G-3) ,-HXT
RE1ua iOP�pNt� PIPE BRIDGE CROSSING O
G-25 _ - �, coop " G-2/ \o
V - s �/
\ pp0N0 -F-„ 16"oEX\S�\N�ER ''' o �p
�vt \ MEow �r w->1 v° o G-12 )G-1
Nprsuvv �� RECAP G-22 ON' O
Go`-1��E�j°l�
G-4
�oIG-2\G-23 G-11 NN
p�N)-24�G-1rGeaam \
CD 4a7
G-25� fi o o� (G 6)
�� !G-9) ���Aso �(
a
\,1\ ('N O"V
EXISTING FENCE G 9r
NEW POND 4" DIA
N
LIMITS OF CONSTRUCTION
REFER TO SHEET 1971 FOR NEW
ITO EXISTING TIE-IN DETAIL.
riON ��Ff
EXISTING 16" DIA RECLAIM
WATER SUPPLY TO OFF -SITE
RECLAIMED MAKEUP a°
WATER SUPPLY.
G-6)�p
CITY RECLAIMED WATER TIE-IN FOR
NEW POND RECLAIMED WATER LINE. G-B
REFER TO SHEET 1964 FOR DETAIL. /
\ i
, / G-87 IG 7 s
�, = _�,a,.
lEl
EXISTING 16" DIA RECLAIM WATER G ■ E LLONS
N °.•°� caRo -- o­�N�aY
SUPPLY FROM OFF -SITE EX\Sj C
RRC�\MRQwPSER � '? eSEAL�/p' - --- -
28308
THERMAL LOOP KEY PLANTA
Q:
TRUE NORTH

RECLAIM WATER LINES
CONTINUATION OFF -SITE.
En
�w
1 d° no o
i
�-
�o
w
- HXTOWER & FLOWMETER
5
AREA LOCATION
2)
\-
3� `�
��
G
--
�� s4
--�
2
(G-1)
(G
I (G --�
I��-_ 5)
ra --� )
IG-7'�
_
4"0 NEW RECLAIMED
1971 UTILITY BUILDING^
-
WATER
o � SEE SECTION m,ro,
��~� � �, -
-e"- -��
wv '�, ��`---�� ;972
"amN70594519'1971COLD
4 I
,e�
RETURNTO PLANT
-�` - - --
_
-
IG-8)-__-
E2328864.307'
NEW TO EXISTING
-
--
''
CL PIPE105.999'
TIE-IN 0�
g` m
---
BOAMBIENT PIPE
_
8"o AMBIENT PIPE me
.40
8"0 HOT PIPE
-
8'0 HOT PIPE
"0 HOT PIPE
3
1971
$ O
N706561.878'
N706451.778'
8"0 HOT PIPE
-
- -
_ N706330.157' HOT SUPPLYTO PoN N 52° 4T 54" E ~
liv—
8"0 HOT PIPE
N706209.599'
'�
N706089.89T-
3
1971
2 E2329676.124'
CL PIPE109.566'
E2329505.591'
CL PIPE108.98T
,
-- E2329347.636' 1145.16'
CL PIPE108.154'
E2329187.238' —
CL PIPE106.784' -
'ro' 0 - -
E2329029.54T
CL PIPE105.991'
f _
LIMITS OF CONSTRUCTION
1971
00'
100
---_200'
100'
108.
� 6�
0'-0"
(G-1)
(G-2)
(G-3)
IG-4) (G-5)
IG-6)
co
IG-7) �7M7jR
16" CIA RECLAIM WATER TIE-IN, CONTINUATION FROM POND.
1972
8" DIA RECLAIM WATER, CONTINUATION OFF -SITE.
THERMAL LOOP PLAN A
i•
SCALE: 1" = 40'-0" s 1s71
TO BOILER UTILITY
BUILDING
16"0_4"0
4"o NEW RECLAIMED
WATER
4"o NEW RECLAIMED
WATER
Z a
1'-6"
UTILITY BUILDING --
�
� w
w
STUB -UP AT WATER
BOILER MAT_ TOC_ _
OSURVEYEl
SOFTENER AREA
1' - 0 718"
s
112 - 7174"
1s71
UTILITY BUILDING X
PLAN RECLAIM BOILER CONNECTION
",z
THERMALLOOP
FLOWMETER
SITE MAIN DRIVE
LIMITS OFCONTRUCTION
4
3/8" = 1-Q��
o
_ -
VALVE
0
m ¢
v
-2"0
IE i09.23
(E) WATER
p
4"0 (E) WATER
METER
U LwL�
e"0 E WATER
r
4"o NEW RECLAIMED Q
WATER w
FROM EXISTING 8" z
w
z
RECLAIMED WATER MAIN
PROFILE H-X
4"oNEWATER
SECTION NEW RECLAIMED WATER
UTILITY BLDG
n
SCALE 1" = 10'-0` 1 1971
16"o EXISTING
TO BOILER UTILITY
�UJ
1 /211 = 1 1 -011
RECLAIMED WATER
BUILDING
-
8"o EXISTING
RECLAIMED WATER
n SECTION BOILER RECLAIM CONNECTION
U 1/4"
IG-1) (G-2)
IG-3)
IG-4)
(G-5) IG-6)
IG-7)
FROM HEAT EXCHANGER
PROFILE A r3 �) (2 2) 4) (2) 6) 2)
SCALE: 1" = 40'-0" is71 \­i \­i
Additional NCDEQ comments addressed.
Issue For Permit.
\ND POND EVAPORATION SYSTEM DESIGN UI
ADDITIONAL NOTES.
RELEASED FOR CONSTRUCTION.
Revision Description
Revision Schedule
G-8)
`��gruurnn�+
'' SEALr
" 28308
' r E�. 'T IZ_
20
M ELLONS
111 N11 ATE
oPSo
02117123
CAROLINA POULTRY POWER RG2
1�KIPDAY 02117123
EVAPORATIVE COOLING POND SYSTEM
nJMC D BY a
02117123
THERMAL PIPING LOOP PLAN 1 PROFILE HXBA
ASME QC 6Y
uST"ER ioN
CPP RG2 WILSON �NO
SIZE TYPE
3 B
MnRu
TE�oRY SEOT,REo RAwimcmo
14113B R 8480 1971
SHE
R 4R
N

(G 8) IG 9) G-10 G-11 G-12
606' PROFILE 8
'.. 200' ''.. ''. 209
im
3 1C (E) FEN1971
CE \
r w1
- ? 67'+ 67 67' 95' t f 53' z
N705945.19' ~ we --- - :. 10* ,� ''1 ' G-20-7_- - __--__ - - G-20
ron
-- - N706425.273 • i N706478.069 w
E2328864.30T -rvr — - . �r - s E2328737.72' ��� •�f + E2328723.88'.-
CL PIPE105.999' -�_ - '', '� S 14 41 21 E ro CL PIPE103.218' j + CL PIPE103.218' a
578.39' + I r { —COLD RETURN TO PLANT_ 1973
o � "OAMBIENTPIPE
8"o HOT PIPE '0° �� �' o 8"o HOT PIPE 8"o HOT PIPE _
- � _N706524.159`
S 14° 41' 21"E W 8"0 HOT PIPE r - - E2328713.86' e
v T v E m52e BRIDGE PIERS PIPE BRIDGE CROSSING
578.39' HOT SUPPLYTO POND (4 LOCATIONS) CLPIPE99.BJ2' �yO�Aa
! 1972
.y.
(G-8) (G-9) G-10 G-11 G-12 G-13
3
1971
THERMAL LOOP PLAN B
SCALE: V = 20'-0" 2 197
(G-8) (G-9) G-10 G-11 G-12
/CONSTRUCTION FENCE
/ (No Slope] 0.4% (0.2
--- _ 45%(2.6) IE 102.89 [No Slope]
— — — — — =—�-- - 3.51(2.0)
IE 98.15 ---
IE 98.15 - --
NUECES CREEK BRIDGE
PROFILE B
SCALE: 1"=20'-0" 1 197
IE
16"m EXISTING
RECLAIMED WATER
SEAL,Cf
- 28308
'�N�E IN. IZ—
20j5

2,
9
I
f
G-13
�
G-20 - -
f
��
-G-20
2
1111121,111'
E2328697.742'
b 1973
CL PIPE100.425'
ZZ,
_
\
Sq
G-14
N706524.318'
1
�p
E232871100.21
PIPE00.212'
1972
\�oo
oya
.CL
\
EXIST FENCE
so '
G-15
G-13 \ \ \\ qqq
N7066598 i a9 ,' G- 1G-1 6
�EP, E2328787.27T \ ByOTa
A CL PIPE102.468' %ot. \ ',
i
�O -
"O HOT PIPE=�
3 —8"0 HOT PIPE 1973
f G-1 4 A706782.974'
E2328853n918_
4$Do
THERMAL LOOP PLAN C-D-E
SCALE: 1"=30'-0" z 197 G 6
G-13 G-14 G-15
/IE 102.22 IE 102.22 IE 103.31
4.2%(2d°) 0.8%(0.4')_
8" a HOT PIPE
PROFILE C
SCALE: 1" = 30'-0' 2 1s7
G-16 G-17
200'
IE 107.04
_[No Slope] t
IE 103.31 IE
PROFILE D �3
SCALE: 1" = 30'-0' 1 197
PROFILE E 4
SCALE: 1" = 20'-0' 197
G-18
IE
16"o EXISTING
RECLAIMED WATER
G-17
/ X
G-1 7
HOT SUPPLY TO POND
mi 8"0 HOT PIPE
N706989.545' HOTSUPPLYTO
E2328794.843' SLUDGE/BOILER BLDG
CL PIPE107.30T
200
I
621' PROFILE D
1.9% (1.1 °)
CARD
�'��;•fEssip.li�'
z 4�SEA
L-�
- 28308
G-19
IE 109.85
\N707183.304'
E2328737.639'
CL PIPE110.54
G-18
VALVE CONNCETION TO
EXISTING BOILER BUILDING
1
I
j HOT SUPPLY TO
EXIST BOILER BUILDING
20 -0"
LIMITS
W
W
O
CIE --
G-19
i i I
- - - ' HOT SUPPLY OUT
EXIST SLUDGE BUILDING
_ I
8"0 HOT PIP 8"0 HOT PIPE -
8"0 HOT PIPE
a HOT SUPPLY IN
EXIST SLUDGE BUILDING
lilint
G-19
DETAIL EXIST BOILER BLDG CONN DETAIL EXIST SLUDGE BLDG CONNEXIST SLUDGE BLDG CONN
SCALE :3/8"=V-0" 3 197

Im i
I �
� _ I
I � s
D m
0 X
ms
I III i � �, , `� � �'`•---- � � � I � � G-14 � eb
EXISTING POND WITH NEW EVAPORATION
COOLING SYSTEMAND SPRAYNOZZLE \
CONFIGURATION
io
G-25 G-24� l 3, m A G�,` t G-21 ^ G-20
100 ' PROFILE F 1973
E2327728'964 12�,
�� i CL PIPE94.791 f \ 1 20 0- I �50 4j 'O
N706273.
+ LIMITS OF CONSTRUCTION
f HOT SUPPLY TO POND' �, LIMITS - HOTSUPPLY TO POND
8" o HOT PIPE- - - - - - - _. -. _ _ - _8"O HOT PIPE - _ 1 _ _ _ _ _ �-:� - 00 ems �p �,,-p4
' ___• '-- o - - 8"a HOT PIPE - - 8"O HOT PIPE 1 4
8"m AMBIENT PIPE __ ______ Ij_—_ N706527.767�
--- I -
COLDRETURNTOPLANT X FENCE LINE E23267Yo.2se
s7a 16"m EXISTING
" (� (X)FENCE LINE COLD RETURN TO PLANT CL PIPE100916
sss FROMPUMPHOUSE • RECLAIMED WATER r z,
I coy I
I m 10' 10fi
G-13
G-25 G-24 G-23 G-22 G-21 G-201
THERMAL LOOP PLAN F 1973 LIMITS
SCALE: 1" = 40'-0' 2 ,974
G-25 G-24 G-23 G-22 G-21 G-20
1000' PROFILELe
3 PROFILE F
196s
o.r/(OAI 4.0%(2.3°) -
F
� I I
PROFILE F
� SCALE: 1" = 40'-0'
n
h
HOT SUPPLY TO POND g HOTSUPPLYTOPOND
1.P%
8"0 AMBIENT PIPE
CAI0
PROFILE G = o��NEssr
COLD RETURN TOPLANT
2ep 9
FROM PUMP HOUSE SCALE: 1"=20'-0" 1974 = 2a SEALS
2830E
HOT SUPPLY TAP TO CLARIFIER =.,��N��+NE� l� 7D�
SCALE: 3/8" = V-0" > ,974 CF N• 9 7
0.8%
SUPPLYVALVE
FOR CLARIFIER
GRADE
I
I
PROFILE CLARIFIER VALVE �4
SCALE :3/8"=V-0" 3 ,s7a

Appendix D
Specifications
Carolina Poultry Power - Wilson December 2023 Update

SPECIFICATIONS
TABLE OF CONTENT
SPEC-1 In -ground Pond--------------------------------------------------------------------- SP-1
SPEC-2 Nozzle -Spray System--------------------------------------------------------------- SP-2
SPEC-3 Thermal Loop Duplex Pumping Station ----------------------------------------- SP-2
Spec-4 Installation, Quality Assurance and Control (QA/QC)------------------------------ SP-2
The evaporative cooling pond system consists of three main operating units (OU): a holding
pond, a nozzle spray system and a duplex pumping station. The pond is not a biological
treatment system. The operating goal of this system is to physically use heat energy to
transform water from liquid phase into vapor phase using latent heat of evaporation, with
resulting impact of cooling the renewable energy plant.
The two operating units are interconnected by standard HDPE, Steel and PVC pipes and
appurtenances as shown with dimensions and details on the engineering drawings enclosed
herewith. A standard duplex pumping station with 150 HP cast iron, centrifugal pumps are used
to pump cooling loop water in and out of the holding pond as detailed in enclosed engineering
drawings. The rest of this Section describes and lists specifications of the three key operating
units listed in table of content above, followed by construction guidelines to ensure quality and
integrity of finished installations. Additional specification details are listed on engineering
drawings enclosed herewith.
.2a5EAL�/q'=
2�L
28308SPEC-1 IN-GROUD POND
7 Table SPEC-1 In -Ground Storage Pond Specifications
#
Depth
Elevation
Length
Width
X, Linear
Area
slope
Cum. Vol.
Cum. Vol.
ft
ft
ft
ft
sq.ft
cu.ft
gal
WLL-1500
3.90
92.30
492.0
175.0
11.7
86,100
3.00
306,066
2,289,680
WLL-1501
3.80
92.20
491.4
174.4
11.4
85,700
3.00
297,476
2,225,418
WLL-1502
3.60
92.00
490.2
173.2
10.8
84,903
3.00
280,416
2,097,791
WLL-1503
3.50
91.90
489.6
172.6
10.5
84,505
3.00
271,945
2,034,424
WLL-1504
3.30
91.70
488.4
171.4
9.9
83,712
3.00
255,124
1,908,581
WLL-1505
3.06
91.46
487.0
170.0
9.2
82,781
3.00
235,502
1,761,788
WLL-1506
2.83
91.23
485.6
168.6
8.5
81,853
3.00
216,098
1,616,633
WLL-1507
2.59
90.99
484.2
167.2
7.8
80,930
3.00
196,913
1,473,109
WLL-1508
2.36
90.76
482.7
165.7
7.1
80,011
3.00
177,945
1,331,209
WLL-1509
2.12
90.52
481.3
164.3
6.4
79,096
3.00
159,194
1,190, 927
WLL-1510
1.89
90.29
479.9
162.9
5.7
78,185
3.00
140,657
1,052,255
WLL-1511
1.65
90.05
478.5
161.5
5.0
77,278
3.00
122,335
915,186
WLL-1512
1.41
89.81
477.1
160.1
4.2
76,375
3.00
104,226
779,713
WLL-1513
1.18
89.58
475.7
158.7
3.5
75,475
3.00
86,329
645,830
WLL-1514
0.94
89.34
474.3
157.3
2.8
74,580
3.00
68,644
513,528
WLL-1515
0.71
89.11
472.8
155.8
2.1
73,689
3.00
51,170
382,801
WLL-1516
0.47
88.87
471.4
154.4
1.4
72,802
3.00
33,905
253,642
WLL-1517
0.241
88.64
470.0
153.0
0.7
71,919
3.00
16,849
126,044
WLL-1518
0.001
88.40
468.6
151.6
0.0
71,0401
3.001
0
0
SP-1

Guidelines on Site preparation, earth work, and quality assurance and control for the in -ground pond
follow below.
SPEC-2 NOZZLE SPRAY SYSTEM
Table SPEC-2 Nozzle System Specifications
Nozzle Manufacturer, Brand Name BETE
Nozzle Model Number TF64
Spray Pattern Full Cone
Total Number of Nozzles 18
Flow Rate per Nozzle
69.4 GPM
Pressure at Nozzle
60 PSI
KFactor
26.7
Nozzle Spray Angle
120 Deg
Physical Weight
22 OZ
2�a SEAL�'q'= I
SPEC-3 THERMAL LOOP DUPLEX PUMPING STATION
,NON
„„.
Table SPEC-3 Electrical Specifications for Pumps of the Evaporative
Cooling
System
DEVICE TAG APPLICATION
HORSEPOWER VOLT/CYCLE
MIN
EFFICIENCY
MOTOR
TYPE
WIRE
QUANTITY
CABLEMAX
AMPS
MOTOR
WIRE SIZE
M-0113/14
Centrifugal
Pump
150
460/60
89.5%
Induction
2 per phase
400A
3/0
M-0113/14
Centrifugal
Pump
150
460/60
89.5%
Induction
2 per phase
400A
3/0
Total Operating Amps
10.3
90%SF multiplier
1.1
Adjusted Total Amps
11.4
SPEC-4 INSTALLATION, QUALITY ASSURANCE AND CONTROL (QA/QC)
The in -ground pond for the RG2 facility is an existing basin lined with an HDPE geomembrane at
hydraulic conductivity of at least 10-15 m/s. The liner is the most critical component for protecting
S P-2

wastewater leakage into the ground. It was installed according to the International Association of
Geosynthetic Installers (IAGI) guidelines by an installer in good standing.
Chesapeake Containment System, Inc. or equivalent service provider will be hired to test the
geomembrane liner for conductivity and quality assurance. Their test results will be used to determine if
the existing liner will be used as -is or repaired as needed.
CONCRETE NOTES
1. All reinforced concrete materials shall be proportioned, fabricated, delivered, and placed in
accordance with ACI Standard AC1318-14, "Building Code Requirements for Reinforced Concrete"
Including latest supplement.
2. All concrete shall be entrained. Air entrainment shall be 5% + / -1%.
3. Detailing of concrete reinforcement and accessories shall be in accordance with ACI Publication
315, "Manual of Standard Practice for Detailing Reinforced Concrete Structures"
4. All concrete shall have sand and gravel or crushed stone aggregate Type 1, Portland Cement, and a
compressive strength of 3000 PSI in 28 days. Normal weight aggregate shall conform to ASTM
C33.
5. Contractor shall submit proposed concrete proportions, along with supporting documentation.
6. U.N.O, all concrete reinforcing bars shall conform to ASTM A615, Grade 60. Column ties, field
bent dowels, and No. 3 bars when used as stirrups shall conform to ASTM A615, Grade 60.
7. All welded wire fabric shall conform to ASTM A185 and shall be supplied in flat sheets. Where
splices are required, welded wire fabric shall be lapped two full wire panels and shall be fastened
securely together with wire.
8. U.N.O. concrete cover steel reinforcement shall conform to the minimums required by paragraph
7.7 of ACI 318.83.
9. U.N.O. lap slices and embedment lengths shall conform to Table A on this DWG Manual SP-17,
Class B splices.
10. Reinforcing shall be supported with plastic chairs and secured in their correct location to prevent
displacement during placement of concrete.
11. Reinforcing bars may be spliced only as shown on the drawings except that reinforcement
designated as "Continuous Reinforcement" may be lap spliced per Table A. Lap splices of
continuous reinforcement in beams shall be made over the support for bottom bars and at mid -
span for the top bars.
12. Provide corner bars in outside faces and inside faces of all reinforced intersecting walls, footings,
and grade beams. Number, size, and spacing of corner bars shall be equal to number, size, and
spacing of horizontal reinforcing bars with which they lap, and legs shall extend per Table A.
13. Extend horizontal reinforcement at intersecting walls and footings beyond the point of
intersection to the opposite face and bend to a standard 90 degree hook, or provide bent bowels
of equal size and spacing, , lapped per Table A.
14. At discontinuous ends of grad beams, extend top beam reinforcement across the joint formed by
the intersecting pier, grade beam, etc. and provide standard ACI 90 degree hooks on all such
reinforcement.
15. Joints not shown shall be made and located to least impair strength and appearance of structure.
As approved by HRT representatives. No horizontal joints shall be permitted in concrete except
where they normally occur or where noted. Vertical joints shalJ,,,J �aZ'riear centers of spans at
pF.OfEssioti..
locations approved by HRT representatives.
- 28308 C
S P-3

16. All construction joints shall be prepared by roughening the surface of the concrete in an approved
manner so that the aggregate shall be exposed uniformly, leaving no loosened particles or
damaged concrete.
17. Expansion joints to be cleaned of all loose material and filled with a silicone grout.
18. Provide chamfers as detailed on architectural drawings.
19. Expansion bots installed in poured -in -place concrete shall be wedge anchors of the size shown
(Hilti Kwik-bolt or approved equal). All expansion bolts shall have bolt length designation
stamped on threaded end and confirm to 1994 UBC for load rating with special inspection.
20. All anchor bolts shall conform to ASTM A307, unless noted otherwise.
21. Grout shall be prepackaged, no -metallic, non-gaseous. It shall be non -shrink when tested
according to CRDC-621 at a fluid consistency (flow cone) of 25+/ -5 seconds. Grout shall attain
5000 PSI compressive strength in 28 days at above flow and shall not bleed. Grout shall be moist
cured for 24 hours after placement.
22. All trenches, sumps, and curbs not poured monolithic, are to have an approved water stop at all
construction joints.
23. Finish floor to have a broom finish.
24. Owner shall be responsible for any hazardous waste and the removal of same that is found on the
site.
SITE PREPARATION
1. Remove topsoil or any surface material not suitable for sub -fill.
2. Provide adequate precautions to ensure that run off water & seepage from excavations is drained
away from the construction area.
3. Extend excavation 5' outside the perimeter grade beams.
EXCAVATION & FILL
1. Utilities: Project engineer must request location of underground utilities by a "Call before You
Dig" utility crew at least 48 hours prior to on -site activities. Excavation must not commence until
underground utilities have been located. Operators of tractors and other equipment with mast or
poles must check for overhead utilities before raising the masts or poles.
2. Remove existing silty sand containing organic fines and wood fragments and waste in manner
suitable to project owner.
3. Scarify exposed subgrade at least six inches in depth and recompact to density specified below.
4. Place subsequent lifts on select fin thin layers not exceeding eight inches in loose thickness to the
desired rough grade and compact each lift to at least 95 percent of the density defined by ASTM
D-698 (standard proctor). Maintain moisture within +/- two percent the theoretical optimum.
5. Maintain adequate drainage of disturbed areas during construction to reduce moisture
fluctuations in the subgrade. Such measures may include ditches, sumps and/or wellpoints.
6. Fills of naturally or artificially graded approved materials conforming to 304.02 of fill may be
compacted using relatively strict moisture control. ,C.pRo'
7. Dig grade beams.
8. Place vapor barrier. 28308
9. Place steel. P'Nce �,o�` ' I Z-
10. Geotextile fabrics may be placed over moisture sensitive soils to permit compaction of
succeeding fill layers.
11. Alternate compaction techniques may be used by others based on prevailing moisture, time
demands, and other economic factors.
S P-4

Appendix E
Engineering Calculations
Carolina Poultry Power - Wilson December 2023 Update

DESIGN PARAMETERS: Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG2
Wilson, North Carolina
BY: Qualia Data Solutions
Date: 8/1/2023
DESIGN SUMMARY
Variabl
Unit
Value M
Ref/Comment
WLL-1000
Thermal Loop: Flow In
gpm
1,218
WILL
Thermal Loop: Flow Out
gpm
1,218
WLL-1002
Thermal Loop: Flow In
gpd
1,753,920
WLL-1003
Thermal Loop: Flow Out
gpd
1,753,920
WLL-1004
Inffluent from condenser
gpd
1,753,920
WLL-1005
Reclaim Water to pond
gpd
223,676
WLL-1006
Reclaim Water to pond
gpm
155
WLL-1007
Influent from Other sources
gpd
0
No other sources
WLL-1008
Influent from Stormwater
gpd
0
Diverted away
WLL-1009
Net from rain into pond average
gpd
1,416
Rain onto pond surface
WLL-1010
Precipation - Lake Evaporation
in/yr
9.6
WLL-1011
Free Board
ft
2
WLL-1012
Slope: linear- length/height
ratio
3.0
WLL-1013
Total Net Influent Flow
gpd
1,979,012
WLL-1014
Hydraulic retention time
day
1.73
WLL-1015
Length of pond
Ift
400
WLL-1016
Width of pong
ft
200
WLL-1017
Depth of pond
ft
7
WLL-1018
ENERGY BALANCE
WLL-1019
Temperature of flow in
° F
205
WLL-1020
Temperature of flow out
° F
80
WLL-1021
Temperature drop, delta T
deltaT
125
WLL-1022
Cooling load
Btu/day
1,828,461,600
WLL-1023
Evaporative cooling loss
gpd
225,092
WLL-1024
Evaporative cooling loss
gpm
156
WLL-1025
Latent heat of evaporation @ 205 F
Btu/lb
974
WLL-1026
Total Net Effluent Flow
gpd 10,,
Will- 1,979,012
Net: IN - OUT = 0

DESIGN PARAMETERS: Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG2
Wilson, North Carolina
BY: Qualia Data Solutions
Mass Balance Details
Unit
Value
Ref/Comment
Variable
WLL-1100
Thermal Loop: Flow In
gpm
1,218
WLL-1101
Thermal Loop: Flow In
gpd
1,753,920
WLL-1102
Thermal Loop: Flow In
MGD
1.754
WLL-1103
Precipitation, net
gpm
0.983
WLL-1104
Precipitation, net
gpd
1,416
WLL-1105
Reclaim Water to pond
gpm
155
WLL-1106
Reclaim Water to pond
gpd
223,676
WLL-1107
Reclaim Water effluent
MGD
0.224
WLL-1108
Other Sources
gpm
0
No other sources
WLL-1109
Other Sources
gpd
0
WLL-1110
Other Sources
MGD
0
WLL-1111
Total Effluent
gpm
1,374
WLL-1112
Total Effluent
gpd
1,979,012
WLL-1113
Total Effluent
MGD
1.979
WLL-1114
Total suspended solids, TSS
mg/L
<10
WLL-1115
Biological Oxygen Demand, BODS
mg/L
< 5
WLL-1116
jTotal Kjadahl nitrogen, TKN
mg/L
< 5
WLL-1117
Total ammonical nitrogen, NH3-N
mg/L
<5
WLL-1118
Temperature of flow in
° F
205
WLL-1119
Temperature of flow out
° F 11111sib,
80
o4:�Es5ia•Cf
- 28308
-P '.vGINEF4'G�q:
N.
'"'111111111111

W LL-1200
W LL-1201
W LL-1202
W LL-1203
W LL-1204
W LL-1205
W LL-1206
W LL-1207
W LL-1208
W LL-1209
W LL-1210
W LL-1211
W LL-1212
W LL-1213
DESIGN PARAMETERS: Other Sources: Effluent Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG2
Wilson, North Carolina
BY: Qualia Data Solutions
Date: 8/1/2023
Variable jUnit Ivalue Ref/Comment
Other Snurres
This computation model output page is left blank because there are
no other pond influent sources other than reclaim water and direct
rain onto pond surface, in addition to the internal recirculating flow
between condenser and pond.
GAR
v
SEAL r - f
28308
��-P '.vG1NEF4'G�q:

Rainfall, Snow, lake evaporation, 10-yr 1-hr rain
DESIGN PARAMETERS: intensity
PROJECT: Evaporation Cooling Pond System RG2
Wilson, North Carolina
BY: Qualia Data Solutions
Date: 8/1/2023
Variable
Unit
Value
Ref/Comment
11111
FilsonProjected Precipitation
is
WLL-1300
January
in
3.43
WLL-1301
February
in
3.31
WLL-1302
March
in
4.02
WLL-1303
April
in
3.03
WLL-1304
May
in
3.19
WLL-1305
June
in
3.74
WLL-1306
July
in
3.66
WLL-1307
August
in
4.21
WLL-1308
September
in
3.23
WLL-1309
October
in
3.39
WLL-1310
November
in
3.15
WLL-1311
December
in
3.27
WLL-1312
Total precipation
in
41.63
WLL-1313
Total average snow
in
4.00
WLL-1314
Average annual lake evaporation
in
36.00
WLL-1315
Rain + snow - Evaporation
in
9.63
WLL-1316
10-year, 1-hr rainfall intensity
in
2.60
Only direct pour to pond
considered
WLL-1317
25-year, 24-hour rainfall
in
6.10
24-inch freeboard
WLL-1318
Temperature of rainwater
° F
70
Average
gun►►
CA �D
o4:�Es5ia•{�
SEALr v
28308
'r DE M.
�►►'►+r rrr rtrtiti�+'��

W LL-1400
W LL-1401
W LL-1402
W LL-1403
W LL-1404
W LL-1405
W LL-1406
W LL-1407
W LL-1408
W LL-1409
W LL-1410
DESIGN PARAMETERS: Stormwater Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG2
Wilson, North Carolina
BY: Qualia Data Solutions
Date: 8/1/2023
Variable jUnit IValue lRef/Comment
Storm water metrics
This storm water computation model output page is left blank
because all storm water will be diverted away from the pond.
-AR
SEAL r v - {
28308
Co
rrrrrtir

DESIGN PARAMETERS: Volume and Level Computations
PROJECT: Evaporation Cooling Pond System RG2
Wilson, North Carolina
BY: Qualia Data Solutions
Date: 12/8/2023
EVAPORATIVE VOLUME VERSUS DEPTH
#
Depth
Elevation
Length
Width
X, Linear
Area
slope
Cum. Vol.
Cum. Vol.
ft
ft
ft
ft
sq.ft
cu.ft
gal
WLL-1500
3.90
92.30
492.0
175.0
11.7
86,100
3.00
306,066
2,289,680
WLL-1501
3.80
92.20
491.4
174.4
11.4
85,700
3.00
297,476
2,225,418
WLL-1502
3.60
92.00
490.2
173.2
10.8
84,903
3.00
280,416
2,097,791
WLL-1503
3.50
91.90
489.6
172.6
10.5
84,505
3.00
271,945
2,034,424
WLL-1504
3.30
91.70
488.4
171.4
9.9
83,712
3.00
255,124
1,908,581
WLL-1505
3.06
91.46
487.0
170.0
9.2
82,781
3.00
235,502
1,761,788
WLL-1506
2.83
91.23
485.6
168.6
8.5
81,853
3.00
216,098
1,616,633
WLL-1507
2.59
90.99
484.2
167.2
7.8
80,930
3.00
196,913
1,473,109
WLL-1508
2.36
90.76
482.7
165.7
7.1
80,011
3.00
177,945
1,331,209
WLL-1509
2.12
90.52
481.3
164.3
6.4
79,096
3.00
159,194
1,190,927
WLL-1510
1.89
90.29
479.9
162.9
5.7
78,185
3.00
140,657
1,052,255
WLL-1511
1.65
90.05
478.5
161.5
5.0
77,278
3.00
122,335
915,186
WLL-1512
1.41
89.81
477.1
160.1
4.2
76,375
3.00
104,226
779,713
WLL-1513
1.18
89.58
475.7
158.7
3.5
75,475
3.00
86,329
645,830
WLL-1514
0.94
89.34
474.3
157.3
2.8
74,580
3.00
68,644
513,528
WLL-1515
0.71
89.11
472.8
155.8
2.1
73,689
3.00
51,170
382,801
WLL-1516
0.47
88.87
471.4
154.4
1.4
72,802
3.00
33,905
253,642
WLL-1517
0.24
88.64
470.01
153.01
0.71
71,919
3.00
16,849
126,044
WLL-1518
0.00
88.401
468.61
151.61
0.01
71,040
3.001
01
0
•a SE 8 f
7 A

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
TOTAL DESIGN, SUPPLY, and CONSTRUCTION
1 CRITICAL PATH MILESTONES
1.1 LIMITED NOTICE TO PROCEED (LNTP)
1.2 NOTICE TO PROCEED (NTP)
1.3 CONSTRUCTION LOAN CLOSES
1.4 ORDER BOILER PRESSURE PARTS
1.5 BOILER PRESSURE PARTS ON -SITE
1.6 BOILER HYDROTEST
1.7 MECHANICAL COMPLETION
1.8 READY TO SYNC TO THE GRID
1.9 GUARANTEED SUBSTANTIAL COMPLETION
1.10 GUARANTEED FINAL COMPLETION
2 LIMITED NOTICE TO PROCEED (LNTP)
3 NOTICE TO PROCEED (NTP)
4 ENGINEERING DELIVERABLES (First Issue)
4.1 Boiler GA - Side Sectional
4.2 Boiler GA - Plan View
4.3 Boiler P&ID's
4.4 Auxiliary Equipment P&ID's
4.5 Economizer-1 & Economizer-2 GA
4.6 UGA & OFA Air Heaters GA
4.7 Grate GA
4.8 Structural Steel Engineering - Boiler
4.9 Structural Steel Engineering - Aux Equipment
4.10 Civil Engineering - Boiler Foundations
4.11 Civil Engineering - Utility Building Foundations
4.12 Civil Engineering -Ash Bunker Foundations
4.13 Civil Engineering -Auxiliary Equipment Foundations
4.14 Civil Engineering - Fuel Building Foundations
4.15 Civil Engineering - Miscellaneous
4.16 Boiler Fans GA
4.17 CDS / Baghouse GA
4.18 Mechanical Dust Collector GA
4.19 Stack GA
4.20 Auxiliary Equipment GA
4.21 Boiler & Back -End Foundation Layout & Loads
4.22 Auxiliary Equip Foundation Loads (NTE)
4.23 Electrical Load List
Start
Wed 12/1/21
Wed 12/1/21
Wed 12/1/21
Tue 7/5/22
Sun 5/1/22
Mon 8/15/22
Thu 9/8/22
Tue 9/6/22
Mon 8/15/22
Thu 11/17/22
Thu 11/10/22
Mon 8/29/22
Mon 11/28/22
Tue 7/5/22
Finish
Thu 5/30/24
Thu 5/30/24
Wed 12/1/21
Tue 7/5/22
Wed 9/14/22
Mon 7/11/22
Fri 5/26/23
Wed 11/22/23
Thu 1/25/24
Thu 2/29/24
Thu 2/29/24
Thu 5/30/24
Tue 5/31/22
Tue 7/5/22
Fri 1/26/24
Mon 8/1/22
Mon 8/1/22
Sat 8/27/22
Tue 10/11/22
Tue 9/6/22
Tue 9/6/22
Fri 8/12/22
Mon 9/19/22
Tue 1/3/23
Mon 9/26/22
Fri 9/2/22
Fri 12/9/22
Fri 12/16/22
Mon 9/19/22
Tue 1/10/23
Tue 9/20/22
Tue 8/30/22
Wed 10/12/22
Wed 9/28/22
Wed 11/2/22
Tue 9/6/22
Thu 11/10/22
Sat 11/26/22
% Complete
90%
99%
100%
100%
100%
100%
100%
0%
0%
0%
0%
0%
100%
100%
92%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
Baseline Start
Wed 12/1/21
Wed 12/1/21
Wed 12/1/21
Tue 7/5/22
Mon 8/15/22
Mon 7/11/22
Tue 6/13/23
Fri 10/13/23
Thu 12/28/23
Wed 3/6/24
Fri 2/9/24
Fri 5/10/24
Wed 12/1/21
Tue 7/5/22
Mon 8/1/22
Mon 8/1/22
Mon 8/1/22
Mon 8/29/22
Tue 10/11/22
Tue 9/6/22
Tue 9/6/22
Fri 8/12/22
Mon 8/15/22
Thu 9/8/22
Tue 9/6/22
Mon 8/15/22
Thu 11/17/22
Thu 11/10/22
Mon 8/29/22
Mon 11/28/22
Tue 9/20/22
Tue 8/30/22
Wed 10/12/22
Wed 9/28/22
Wed 11/2/22
NA
Wed 11/9/22
Wed 10/26/22
Baseline Finish
Fri 6/7/24
Fri 5/10/24
Wed 12/1/21
Tue 7/5/22
Wed 9/14/22
Mon 7/11/22
Tue 6/13/23
Fri 10/13/23
Thu 12/28/23
Wed 3/6/24
Fri 2/9/24
Fri 5/10/24
Tue 5/31/22
Tue 7/5/22
Mon 9/25/23
Mon 8/1/22
Mon 8/1/22
Mon 8/29/22
Tue 10/11/22
Tue 9/6/22
Tue 9/6/22
Fri 8/12/22
Mon 9/19/22
Tue 1/3/23
Mon 9/26/22
Fri 9/2/22
Fri 12/9/22
Fri 12/16/22
Mon 9/19/22
Tue 1/10/23
Tue 9/20/22
Tue 8/30/22
Wed 10/12/22
Wed 9/28/22
Wed 11/2/22
NA
Wed 11/9/22
Mon 9/25/23
Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023
D J F M A M J J A S O N D J I F M A LIVI J J I A I S O I N I
Half 1, 2024
D J I F I M I A I M
0
1
> 12/1
O 7/5
O 9/14
O 7/11
♦ 4/26
O ♦
O 7/5
ffffffff■
ffffffffff■
ffff■
ffff■
O 9/20
O 8/30
O 10/12
O 9/28
O 11/2
11/22
O ♦ 1/25
< 2/29
< ♦ 2/29
O
2
3
4
5
6
7
8
9
10
11
12
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
Carolina Poultry Power RG2
Project B-14113
Task Project Summary 0
Split External Tasks
Milestone ♦ External Milestone
Summary I Inactive Task
­11
Inactive Milestone
Inactive Summary
Manual Task
Duration -only
Manual Summary Rollup Deadline i Baseline Milestone
Manual Summary Critical Baseline Summary A A
Start -only Critical Split Progress
Finish -only Baseline Manual Progress
Rev. 18 - 26 November 2023
Pagel of 9

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
4.24Instrument List
4.25 Piping Design
4.26 BRIL Specifications
4.27 3D MODELING WORK -- CIV & STR
4.28 3D MODELING WORK --EQUIPMENT
4.29 3D MODELING WORK --ELECTRICAL
4.30 3D MODELING WORK --INSTRUMENT
4.313D MODELING WORK --PIPING
4.32 STRUCTURAL ANALYSIS
4.33 PIPING ANALYSIS
4.34 STRUCTURAL DRAWINGS
4.34.1 Boiler Structural Steel (IFC)
4.34.2 Pipe Rack Steel (IFC)
4.35 PIPING DRAWINGS
4.35.1 Major Piping (IFC)
4.35.2 Minor Piping (IFC)
4.36 ELECTRICAL DRAWINGS
4.36.1 GSU XMFR Grounding Plan (IFB)
4.36.2 GSU XMFR Grounding Plan (IFC)
4.36.3 GSU XMFR / MCC Equipment Location Plan (II
4.36.4 GSU XMFR / MCC Equipment Location Plan (II
4.36.5 Lighting / Receptacle Plan & Schedule (IFB)
4.36.6 Lighting / Receptacle Plan & Schedule (IFC)
4.36.7 MCC Room Power Equipment Plan (IFB)
4.36.8 MCC Room Power Equipment Plan (IFC)
4.36.9 Site Power Plans (IFB)
4.36.10 Site Power Plans (IFC)
4.36.11 Utility/ GSU Details (IFB)
4.36.12 Utility/ GSU Details (IFC)
4.36.13 Cable Tray Layouts & Details (IFB)
4.36.14 Cable Tray Layouts & Details (IFC)
4.36.15 Fiber Optic Routing Plan & Details (IFB)
4.36.16 Fiber Optic Routing Plan & Details (IFC)
4.36.17 Cable Schedule (IFB)
4.36.18 Cable Schedule (IFC)
4.37 INSTRUMENT DRAWINGS
4.38 DUCTING DRAWINGS
4.39 Evaporation Pond Permit Package
Start
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Mon 5/1/23
Mon 5/1/23
Mon 7/31/23
Mon 7/31/23
Mon 7/31/23
Thu 8/31/23
Fri 7/21/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Thu 9/8/22
Thu 9/8/22
Fri 7/28/23
Finish
Tue 11/1/22
Tue 1/24/23
Mon 4/17/23
Sun 4/30/23
Tue 5/30/23
Fri 6/30/23
Fri 7/28/23
Fri 6/30/23
Sun 4/30/23
Fri 6/30/23
Mon 7/31/23
Mon 5/1/23
Mon 7/31/23
Thu 8/31/23
Mon 7/31/23
Thu 8/31/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 7/21/23
Thu 8/31/23
Fri 12/2/22
Tue 1/17/23
Fri 7/28/23
% Complete
100%
100%
75%
100%
85%
85%
85%
85%
100%
100%
100%
100%
100%
0%
64%
64%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
25%
100%
100%
Baseline Start
Tue 11/1/22
Tue 1/24/23
Mon 4/17/23
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
Thu 9/8/22
NA
NA
Thu 9/8/22
NA
NA
Thu 9/8/22
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Thu 9/8/22
Thu 9/8/22
NA
Baseline Finish
Tue 11/1/22
Tue 1/24/23
Mon 4/17/23
Mon 1/9/23
Mon 1/9/23
Mon 1/9/23
Mon 1/9/23
Mon 1/9/23
Mon 1/9/23
Mon 1/9/23
Mon 1/9/23
NA
NA
Mon 1/9/23
NA
NA
Mon 1/9/23
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Mon 1/9/23
Mon 1/9/23
NA
D
Half 1, 2022 Half 2, 2022
J F M A M J J A S O
Half 1, 2023 Half 2, 2023
N D J F I M A M J J A S O N
Half 1, 2024
D J F M A M
56
`
O 1/24
O 4/17
r-1
♦ 5/1
♦ 7/31
r1
♦ 7/31
♦ 8/31
4 r•1
♦ 7/21
♦ 8/31
♦ 7/21
♦ 8/31
♦ 7/21
♦ 8/31
♦ 7/21
♦ 8/31
♦ 7/21
♦ 8/31
♦ 7/21
♦ 8/31
♦ 7/21
♦ 8/31
♦ 7/21
♦ 8/31
♦ 7/21
♦ 8/31
Mon
♦ 7/28
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
Carolina Poultry Power RG2
Project B-14113
Task Project Summary
Split External Tasks
Milestone ♦ External Milestone
Summary r- I Inactive Task
ii
Inactive Milestone
Inactive Summary
Manual Task
Duration -only
Manual Summary Rollup
Manual Summary ii
Start -only
Finish -only ]
Deadline i Baseline Milestone
Critical Baseline Summary IL A
Critical Split Progress
Baseline Manual Progress
Rev. 18 - 26 November 2023
Page 2 of 9

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
4.40 Major Boiler Auxiliary Equipment Drawings (IFF)
4.41 Plant Control System (PCS) - Engineering / Softw.
4.41.1 Commissioning Plan
4.41.2 Control systems architecture
4.41.3 1/0 list
4.41.4 HMI Software
4.41.5 PLC Software
4.41.6 Controls Narrative
4.42 Operator Training / Manuals
4.42.1 Classroom Training
4.42.2 CPP Operators on Site (by EER)
4.42.3 CPP Operators ready for Commissioning (by E
4.42.4 Issue Draft 0&M Manuals to EER
4.42.5 Issue draft Boiler Control Operator Manual (t(
5 VENDOR EQUIP DESIGN & SUPPLY
5.1 Boiler Furnace and Evaporator Panels
5.1.1 Boiler Furnace and Evaporator Panels PO
5.1.2 Fabrication
5.1.3 Shipping
5.2 Evaporator Assembly
5.2.1 Evaporator Assembly PO
5.2.2 Fabrication
5.2.3 Shipping
5.3 Steam Drum
5.3.1 Steam Drum PO
5.3.2 Fabrication
5.3.3 Shipping
5.4 Economizer #1
5.4.1 Economizer PO
5.4.2 Engineering
5.4.3 Fabrication
5.4.4 Shipping
5.5 Economizer #2
5.5.1 Economizer PO
5.5.2 Engineering
5.5.3 Fabrication
5.5.4 Shipping
5.6 Tubular Airheaters i
Start
Thu 8/31/23
Mon 4/10/23
Fri 8/18/23
Fri 4/28/23
Mon 4/10/23
Thu 6/22/23
Thu 6/22/23
Wed 11/1/23
Wed 11/1/23
Mon 12/11/23
Sun 1/14/24
Fri 1/26/24
Wed 11/1/23
Wed 11/1/23
Mon 7/11/22
Mon 7/11/22
Mon 7/11/22
Tue 7/12/22
Mon 4/3/23
Mon 7/11/22
Mon 7/11/22
Mon 7/11/22
Wed 4/26/23
Mon 8/1/22
Mon 8/1/22
Tue 8/2/22
Mon 4/3/23
Mon 2/6/23
Mon 2/6/23
Tue 2/7/23
Tue 3/7/23
Tue 8/1/23
Thu 12/1/22
Thu 12/1/22
Thu 12/1/22
Thu 1/12/23
Thu 6/22/23
Wed 11/30/22
Finish
Thu 8/31/23
Wed 11/1/23
Fri 9/29/23
Fri 6/9/23
Fri 5/19/23
Fri 6/30/23
Fri 6/30/23
Wed 11/1/23
Fri 1/26/24
Fri 12/15/23
Sun 1/14/24
Fri 1/26/24
Wed 11/1/23
Wed 11/1/23
Thu 12/7/23
Fri 5/26/23
Mon 7/11/22
Fri 3/31/23
Fri 5/26/23
Wed 6/21/23
Mon 7/11/22
Tue 4/25/23
Wed 6/21/23
Fri 5/26/23
Mon 8/1/22
Fri 3/31/23
Fri 5/26/23
Mon 9/18/23
Mon 2/6/23
Mon 3/6/23
Mon 7/31/23
Mon 9/18/23
Thu 8/17/23
Thu 12/1/22
Thu 12/29/22
Wed 6/21/23
Thu 8/17/23
Mon 8/28/23
% Complete
95%
77%
80%
95%
95%
0%
0%
0%
13%
0%
0%
0%
100%
0%
95%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
Baseline Start
NA
NA
NA
NA
NA
0%
0%
0%
NA
NA
NA
NA
NA
NA
Mon 7/11/22
Mon 7/11/22
Mon 7/11/22
Tue 7/12/22
Tue 4/18/23
NA
NA
NA
NA
Mon 8/1/22
Mon 8/1/22
Tue 8/2/22
Tue 4/18/23
Tue 8/16/22
Tue 8/16/22
Tue 8/16/22
Tue 2/28/23
Thu 8/31/23
Tue 8/16/22
Tue 8/16/22
Tue 8/16/22
Tue 1/3/23
Thu 7/6/23
Tue 8/16/22
Baseline Finish
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Tue 12/5/23
Tue 6/13/23
Mon 7/11/22
Mon 4/17/23
Tue 6/13/23
NA
NA
NA
NA
Tue 6/13/23
Mon 8/1/22
Mon 4/17/23
Tue 6/13/23
Tue 8/16/22
Tue 8/16/22
Tue 8/16/22
Tue 2/28/23
Thu 8/31/23
Wed 8/2/23
Tue 8/16/22
Tue 9/6/22
Wed 7/5/23
Wed 8/2/23
Wed 8/2/23
D
Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023
J F M A M J J A S O N D J F M A M J J A S 1 O N
Half 1, 2024
D J F M A M
94
♦ 8/31
f�
■
■
I
I
I
O 7/11
8/1
4
1
M
--- 4I•
♦ 12/1
f�
f
4
♦ 1/14
I
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
Carolina Poultry Power RG2
Project B-14113
Task Project Summary fii
Split External Tasks
Milestone ♦ External Milestone
Summary I Inactive Task
Inactive Milestone O
Inactive Summary G
Manual Task
Duration -only
Manual Summary Rollup Deadline i Baseline Milestone
Manual Summary ii Critical Baseline Summary IL A
Start -only Critical Split Progress
Finish -only ] Baseline Manual Progress
Rev. 18 - 26 November 2023
Page 3 of 9

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
5.6.1 Tubular Airheater PO
5.6.2 Engineering
5.6.3 Fabrication
5.6.4 Shipping
5.7 Grate
5.7.1 Grate PO
5.7.2 Engineering
5.7.3 Fabrication
5.7.4 Shipping
5.8 Boiler Structural Steel - Col. Rows 1-4
5.8.1 Issue PO
5.8.2 Mill
5.8.3 Fabrication
5.8.4 Shipping
5.9 Economizer #2 / Air Heater Structural Steel Col. Rows 5-
5.9.1 Issue PO
5.9.2 Mill
5.9.3 Fabrication
5.9.4 Shipping
5.10 Economizer #1 Structural Steel - Col. Rows 12-13
5.10.1 Issue PO
5.10.2 Fabrication
5.10.3 Shipping
5.11 Pipe Rack
5.11.1 Issue PO
5.11.2 Fabrication
5.11.3 Shipping
5.12 Boiler Safety Valves
5.12.1 Safety Valves PO
5.12.2 Fabrication
5.12.3 Shipping
5.13 Boiler Fans & Motors
5.13.1 PA, SA, DA & ID Fans PO
5.13.2 Engineering
5.13.3 Fabrication
5.13.4 Shipping
5.14 Boiler Baghouse
5.14.1 CDS / Baghouse PO
Start
Wed 11/30/22
Wed 11/30/22
Thu 1/26/23
Mon 7/3/23
Tue 7/19/22
Tue 8/30/22
Tue 7/19/22
Wed 2/1/23
Tue 8/22/23
Wed 2/22/23
Wed 2/22/23
Mon 3/6/23
Mon 4/10/23
Mon 5/22/23
Wed 2/22/23
Wed 2/22/23
Thu 2/23/23
Mon 3/27/23
Mon 5/22/23
Wed 2/22/23
Wed 2/22/23
Mon 4/24/23
Mon 5/22/23
Wed 2/22/23
Wed 2/22/23
Fri 8/25/23
Mon 11/6/23
Tue 11/15/22
Tue 11/15/22
Mon 2/13/23
Wed 7/5/23
Tue 8/16/22
Thu 2/2/23
Tue 8/16/22
Tue 1/10/23
Thu 8/10/23
Mon 8/22/22
i Mon 8/22/22
Finish
Wed 11/30/22
Wed 12/28/22
Fri 6/30/23
Mon 8/28/23
Tue 9/19/23
Tue 8/30/22
Tue 10/11/22
Mon 8/21/23
Tue 9/19/23
Tue 5/23/23
Wed 2/22/23
Fri 3/31/23
Fri 5/19/23
Tue 5/23/23
Tue 5/23/23
Wed 2/22/23
Wed 3/22/23
Fri 5/19/23
Tue 5/23/23
Tue 5/23/23
Wed 2/22/23
Fri 5/19/23
Tue 5/23/23
Tue 11/7/23
Wed 2/22/23
Fri 11/3/23
Tue 11/7/23
Tue 7/18/23
Tue 11/15/22
Mon 7/3/23
Tue 7/18/23
Wed 8/16/23
Thu 2/2/23
Tue 9/27/22
Wed 8/9/23
Wed 8/16/23
Fri 8/11/23
Mon 8/22/22
% Complete
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
Baseline Start
Tue 8/16/22
Tue 8/16/22
Tue 1/3/23
Thu 7/6/23
Tue 7/19/22
Tue 7/19/22
Tue 7/19/22
Tue 12/6/22
Fri 6/23/23
Mon 12/12/22
Mon 12/12/22
Mon 12/12/22
Wed 3/1/23
Wed 5/10/23
Wed 1/4/23
Wed 1/4/23
Wed 1/4/23
Wed 3/22/23
Thu 6/1/23
Wed 2/15/23
Wed 2/15/23
Wed 3/22/23
Thu 6/29/23
Wed 2/15/23
Wed 2/15/23
Wed 3/22/23
Thu 6/29/23
Tue 8/30/22
Tue 8/30/22
Tue 8/30/22
Thu 8/24/23
Tue 8/16/22
Tue 8/16/22
Tue 8/16/22
Fri 12/23/22
Thu 7/27/23
Tue 7/19/22
Tue 7/19/22
Baseline Finish
Tue 8/16/22
Tue 9/6/22
Wed 7/5/23
Wed 8/2/23
Fri 7/21/23
Tue 7/19/22
Tue 10/11/22
Thu 6/22/23
Fri 7/21/23
Tue 5/16/23
Mon 12/12/22
Tue 2/28/23
Tue 5/9/23
Tue 5/16/23
Wed 6/7/23
Wed 1/4/23
Tue 3/21/23
Wed 5/31/23
Wed 6/7/23
Thu 7/6/23
Wed 2/15/23
Wed 6/28/23
Thu 7/6/23
Thu 7/6/23
Wed 2/15/23
Wed 6/28/23
Thu 7/6/23
Thu 9/7/23
Tue 8/30/22
Wed 8/23/23
Thu 9/7/23
Wed 8/16/23
Tue 8/16/22
Tue 9/27/22
Wed 7/26/23
Wed 8/16/23
Thu 8/3/23
Tue 7/19/22
D
Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023
J F M A M J J A S O N D J F M A M J J A S 0 N
Half 1, 2024
D J F M A M
132
4 ♦ 11/30
4 ♦ 8/30
■
^� '
O ♦ 2/22
I ■
'^� '
i 1
CS 2/22
O ♦ 11/15
O ♦ 2/2
A LA
O ♦ 8/22
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
Carolina Poultry Power RG2
Project B-14113
Task Project Summary
Split External Tasks
Milestone ♦ External Milestone
Summary I Inactive Task
ii
Inactive Milestone O
Inactive Summary I
Manual Task
Duration -only
Manual Summary Rollup Deadline i Baseline Milestone
Manual Summary ii Critical Baseline Summary IL A
Start -only Critical Split Progress
Finish -only ] Baseline Manual Progress
Rev. 18 - 26 November 2023
Page 4 of 9

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
5.14.2 Engineering
5.14.3 Fabrication
5.14.4 Shipping
5.15 Boiler SNCR
5.15.1 SNCR PO
5.15.2 Engineering
5.15.3 Fabrication
5.15.4 Shipping
5.16 Bottom Ash Conveyor
5.16.1 Bottom Ash Conveyor PO
5.16.2 Engineering
5.16.3 Fabrication
5.16.4 Shipping
5.17 Fly Ash Conveyors
5.17.1 Fly Ash Converyors PO
5.17.2 Engineering
5.17.3 Fabrication
5.17.4 Shipping
5.18 Fuel Metering Bins
5.18.1 Fuel Metering Bins PO
5.18.2 Engineering
5.18.3 Fabrication
5.18.4 Shipping
5.19 Deaerator & Tank
5.19.1 Deaerator & Tank PO
5.19.2 Engineering
5.19.3 Fabrication
5.19.4 Shipping
5.20 Sootblowers
5.20.1 Sootblowers PO
5.20.2 Engineering
5.20.3 Fabrication
5.20.4 Shipping
5.21 Mechanical Dust Collector
5.21.1 Mechanical Dust Collector PO
5.21.2 Engineering
5.21.3 Fabrication
5.21.4 Shipping
Start
Tue 8/23/22
Thu 2/23/23
Mon 7/17/23
Wed 9/14/22
Wed 9/14/22
Thu 9/15/22
Wed 2/22/23
Mon 9/11/23
Thu 9/29/22
Fri 1/27/23
Thu 9/29/22
Mon 11/14/22
Tue 9/19/23
Thu 10/13/22
Mon 2/13/23
Thu 10/13/22
Wed 3/15/23
Fri 9/1/23
Mon 2/13/23
Mon 2/13/23
Tue 2/14/23
Wed 5/3/23
Thu 9/14/23
Thu 9/29/22
Wed 1/25/23
Thu 9/29/22
Thu 1/26/23
Fri 6/16/23
Thu 3/2/23
Thu 3/2/23
Fri 3/3/23
Mon 5/8/23
Tue 7/25/23
Tue 11/22/22
Tue 11/22/22
Wed 11/23/22
Mon 1/30/23
Fri 5/26/23
Finish
Tue 11/15/22
Fri 7/14/23
Fri 8/11/23
Fri 9/29/23
Wed 9/14/22
Wed 11/23/22
Fri 9/8/23
Fri 9/29/23
Mon 10/30/23
Fri 1/27/23
Wed 11/23/22
Mon 9/18/23
Mon 10/30/23
Fri 9/29/23
Mon 2/13/23
Fri 12/9/22
Thu 8/31/23
Fri 9/29/23
Wed 9/27/23
Mon 2/13/23
Mon 4/10/23
Thu 8/31/23
Wed 9/27/23
Thu 6/22/23
Wed 1/25/23
Wed 11/23/22
Thu 6/15/23
Thu 6/22/23
Mon 8/21/23
Thu 3/2/23
Thu 4/27/23
Mon 7/24/23
Mon 8/21/23
Fri 6/9/23
Tue 11/22/22
Mon 1/23/23
Thu 5/25/23
Fri 6/9/23
% Complete
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
Baseline Start
Wed 7/20/22
Thu 11/10/22
Fri 7/7/23
Wed 9/14/22
Wed 9/14/22
Thu 9/15/22
Wed 2/22/23
Mon 9/11/23
Wed 9/28/22
Wed 9/28/22
Thu 9/29/22
Thu 11/3/22
Fri 8/4/23
Wed 10/12/22
Wed 10/12/22
Thu 10/13/22
Thu 11/17/22
Fri 9/1/23
Wed 10/12/22
Wed 10/12/22
Thu 10/13/22
Tue 12/27/22
Mon 10/9/23
Wed 9/28/22
Wed 9/28/22
Thu 9/29/22
Wed 1/11/23
Fri 7/28/23
Tue 8/30/22
Tue 8/30/22
Wed 8/31/22
Wed 3/8/23
Fri 8/25/23
Wed 9/14/22
Wed 9/14/22
Thu 9/15/22
Wed 4/5/23
Fri 8/25/23
Baseline Finish
Wed 11/9/22
Thu 7/6/23
Thu 8/3/23
Fri 9/29/23
Wed 9/14/22
Wed 11/23/22
Fri 9/8/23
Fri 9/29/23
Thu 8/31/23
Wed 9/28/22
Wed 11/23/22
Thu 8/3/23
Thu 8/31/23
Fri 9/29/23
Wed 10/12/22
Fri 12/9/22
Thu 8/31/23
Fri 9/29/23
Fri 11/3/23
Wed 10/12/22
Fri 12/9/22
Fri 10/6/23
Fri 11/3/23
Thu 8/24/23
Wed 9/28/22
Wed 11/23/22
Thu 7/27/23
Thu 8/24/23
Fri 9/22/23
Tue 8/30/22
Wed 10/26/22
Thu 8/24/23
Fri 9/22/23
Fri 9/8/23
Wed 9/14/22
Wed 11/9/22
Thu 8/24/23
IFri 9/8/23
D
Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023
J F M A M J J A S O N D J F M A M J J A S 0 N
Half 1, 2024
D J F M A M
170
O 9/14
O ♦ 1/27
O ♦ 2/13
'
1
'
O ♦ 1/25
■
O ♦ 3/2
—
4 4
♦ 11/22
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
Carolina Poultry Power RG2
Project B-14113
Task
Split
Milestone
Summary
Project Summary
External Tasks
♦ External Milestone
I Inactive Task
ii
Inactive Milestone <1
Inactive Summary
Manual Task
Duration -only
Manual Summary Rollup Deadline i Baseline Milestone
Manual Summary ii Critical Baseline Summary IL A
Start -only Critical Split Progress
Finish -only ] Baseline Manual Progress
Rev. 18 - 26 November 2023
Page 5 of 9

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
5.22 Boiler Flues & Ducts
5.22.1 Flus & Ducts PO
5.22.2 Fabrication
5.22.3 Shipping
5.23 Stack
5.23.1 Stack PO
5.23.2 Engineering
5.23.3 Fabrication
5.23.4 Shipping
5.24 Steam Turbine Generator
5.24.1 PO
5.24.2 Turbine Fabrication
5.24.3 Shipping
5.24.4 Generator Fabrication
5.24.5 Generator Shipping
5.24.6 Control Panel Fabrication
5.24.7 Control Panel Shipping
5.25 Heat Exchangers
5.25.1 PO
5.25.2 Fabrication
5.25.3 Shipping
5.26 Circ Pumps
5.26.1 PO
5.26.2 Fabrication
5.26.3 Shipping
5.27 Boiler Feedwater Pumps
5.27.1 PO
5.27.2 Fabrication
5.27.3 Shipping
5.28 Air Compressors
5.28.1 PO
5.28.2 Fabrication
5.28.3 Shipping
5.29 Fuel Handling System
5.29.1 PO
5.29.2 Fabrication
5.29.3 Shipping
5.30 Buildings - Fuel, Electrical, Ash
Start
Tue 1/24/23
Tue 1/24/23
Wed 5/3/23
Mon 9/11/23
Tue 8/30/22
Tue 8/30/22
Wed 8/31/22
Thu 5/25/23
Tue 9/5/23
Thu 10/27/22
Thu 10/27/22
Thu 10/27/22
Wed 8/16/23
Thu 10/27/22
Fri 6/16/23
Mon 4/10/23
Mon 10/23/23
Thu 2/2/23
Thu 2/2/23
Wed 5/3/23
Tue 9/19/23
Tue 9/27/22
Tue 9/27/22
Thu 3/9/23
Tue 9/5/23
Mon 8/29/22
Mon 8/29/22
Wed 11/9/22
Fri 9/22/23
Thu 3/23/23
Thu 3/23/23
Fri 6/16/23
Tue 7/11/23
Fri 2/10/23
Fri 2/10/23
Tue 6/20/23
Mon 9/18/23
Wed 7/20/22
Finish
Fri 9/22/23
Tue 1/24/23
Fri 9/8/23
Fri 9/22/23
Mon 9/18/23
Tue 8/30/22
Wed 9/21/22
Fri 9/1/23
Mon 9/18/23
Fri 10/27/23
Thu 10/27/22
Tue 8/15/23
Wed 9/27/23
Thu 6/15/23
Fri 8/11/23
Wed 9/27/23
Fri 10/27/23
Mon 9/25/23
Thu 2/2/23
Mon 9/18/23
Mon 9/25/23
Mon 10/30/23
Tue 9/27/22
Fri 9/1/23
Mon 10/30/23
Thu 11/16/23
Mon 8/29/22
Thu 9/21/23
Thu 11/16/23
Mon 7/17/23
Thu 3/23/23
Mon 7/10/23
Mon 7/17/23
Fri 9/22/23
Fri 2/10/23
Fri 9/15/23
Fri 9/22/23
Wed 1/25/23
% Complete
90%
100%
90%
90%
90%
100%
100%
100%
0%
94%
100%
100%
100%
100%
100%
75%
0%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
Baseline Start
Tue 1/24/23
Tue 1/24/23
Wed 5/3/23
Mon 9/11/23
Tue 8/30/22
Tue 8/30/22
Wed 8/31/22
Wed 4/26/23
Fri 8/4/23
Thu 10/27/22
Thu 10/27/22
Thu 10/27/22
Mon 10/9/23
NA
NA
NA
NA
Tue 9/27/22
Tue 9/27/22
Wed 9/28/22
Tue 5/16/23
Tue 9/27/22
Tue 9/27/22
Wed 9/28/22
Tue 5/16/23
Mon 8/29/22
Mon 8/29/22
Tue 8/30/22
Thu 7/13/23
Tue 11/8/22
Tue 11/8/22
Wed 11/9/22
Wed 6/14/23
Tue 10/25/22
Tue 10/25/22
Wed 10/26/22
Wed 6/21/23
Wed 7/20/22
Baseline Finish
Fri 9/22/23
Tue 1/24/23
Fri 9/8/23
Fri 9/22/23
Thu 8/17/23
Tue 8/30/22
Wed 9/21/22
Thu 8/3/23
Thu 8/17/23
Tue 12/5/23
Thu 10/27/22
Fri 10/6/23
Tue 12/5/23
NA
NA
NA
NA
Tue 6/13/23
Tue 9/27/22
Mon 5/15/23
Tue 6/13/23
Wed 7/12/23
Tue 9/27/22
Mon 5/15/23
Wed 7/12/23
Thu 9/7/23
Mon 8/29/22
Wed 7/12/23
Thu 9/7/23
Wed 7/12/23
Tue 11/8/22
Tue 6/13/23
Wed 7/12/23
Wed 8/16/23
Tue 10/25/22
Tue 6/20/23
Wed 8/16/23
Wed 1/25/23
D
Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023
J F M A M J J A S O N D J F I M A M J J A S O N
Half 1, 2024
D J F M A M
208
O 1/24
■
O 8/30
f�
■
O 10/27
1
O ♦ 2/2
■
O 9/27
O 8/29
■
O ♦ 3/23
n ■
O ♦ 2/10
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
Carolina Poultry Power RG2
Project B-14113
Task
Split
Milestone
Summary
Project Summary 1i
External Tasks
♦ External Milestone
I Inactive Task
1 Inactive Milestone O
Inactive Summary G
Manual Task
Duration -only
Manual Summary Rollup Deadline i Baseline Milestone
Manual Summary ii Critical Baseline Summary IL A
Start -only Critical Split Progress
Finish -only ] Baseline Manual Progress
Rev. 18 - 26 November 2023
Page 6 of 9

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
Start
Finish
% Complete
Baseline Start
Baseline Finish
D
Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023 Half 1, 2024
J F M A M J J A I S O N D J F M A M J J A S O N D J F M A M
246
5.30.1 PO
5.30.2 Fabrication
5.30.3 Shipping
5.31 MV Switchgear
5.31.1 PO
5.31.2 Fabrication
5.31.3 Shipping
5.32 Auxiliary Unit Transformers
5.32.1 PO
5.32.2 Fabrication
5.32.3 Shipping
5.33 Power Distribution Center (PDC)
5.33.1 PO
5.33.2 Fabrication
5.33.3 Shipping
5.34 Boiler Low Voltage MCC
5.34.1 PO
5.34.2 Fabrication
5.34.3 Shipping
5.35 480 / 277 V Power Panel & Transformer
5.35.1 PO
5.35.2 Fabrication
5.35.3 Shipping
5.36 208/120 V Lighting Panel & Transformer
5.36.1 PO
5.36.2 Fabrication
5.36.3 Shipping
5.37 Station Uninteruptible Power Supply (UPS)
5.37.1 PO
5.37.2 Fabrication
5.37.3 Shipping
5.38 Neutral Grounding Resistor
5.38.1 PO
5.38.2 Fabrication
5.38.3 Shipping
5.39 Plant Control System (PCS) - Equipment
5.39.1 Main Control Panel
5.39.2 Annunciator & Alarm
Wed 7/20/22
Thu 7/21/22
Thu 1/12/23
Tue 12/6/22
Tue 12/6/22
Fri 1/20/23
Tue 8/22/23
Tue 12/6/22
Tue 12/6/22
Tue 12/6/22
Tue 8/22/23
Thu 1/19/23
Thu 1/19/23
Mon 2/13/23
Fri 11/24/23
Thu 1/19/23
Thu 1/19/23
Mon 2/13/23
Fri 11/24/23
Tue 1/31/23
Tue 1/31/23
Fri 3/31/23
Mon 4/3/23
Tue 1/31/23
Tue 1/31/23
Mon 5/22/23
Tue 5/23/23
Tue 1/31/23
Tue 1/31/23
Fri 3/17/23
Mon 3/20/23
Fri 3/10/23
Fri 3/10/23
Fri 3/31/23
Mon 6/26/23
Fri 3/10/23
Fri 6/9/23
Fri 6/9/23
Wed 7/20/22
Wed 1/11/23
Wed 1/25/23
Mon 8/28/23
Tue 12/6/22
Mon 8/21/23
Mon 8/28/23
Mon 8/28/23
Tue 12/6/22
Mon 8/21/23
Mon 8/28/23
Thu 12/7/23
Thu 1/19/23
Wed 11/22/23
Thu 12/7/23
Thu 12/7/23
Thu 1/19/23
Wed 11/22/23
Thu 12/7/23
Fri 4/7/23
Tue 1/31/23
Fri 3/31/23
Fri 4/7/23
Tue 5/30/23
Tue 1/31/23
Mon 5/22/23
Tue 5/30/23
Mon 3/20/23
Tue 1/31/23
Fri 3/17/23
Mon 3/20/23
Mon 6/26/23
Fri 3/10/23
Fri 6/23/23
Mon 6/26/23
Tue 11/14/23
Fri 9/1/23
Fri 9/1/23
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
95%
100%
100%
0%
95%
100%
100%
0%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
67%
95%
95%
Wed 7/20/22
Thu 7/21/22
Thu 1/12/23
Tue 11/22/22
Tue 11/22/22
Wed 11/23/22
Tue 5/16/23
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Wed 7/20/22
Wed 1/11/23
Wed 1/25/23
Tue 6/13/23
Tue 11/22/22
Mon 5/15/23
Tue 6/13/23
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
O 7/20
E
O♦ 12/6
■
♦ 12/6
■
♦ 1/19
♦ 1/19
r1
♦ 1/31
I
1
♦ 1/31
■
r1
♦ 1/31
I
♦ 3/10
f�
f
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
Carolina Poultry Power RG2
Project B-14113
Task Project Summary i
Split External Tasks _JM
Milestone ♦ External Milestone
Summary r— I Inactive Task
i
Inactive Milestone
Inactive Summary
Manual Task
Duration -only
Manual Summary Rollup Deadline i Baseline Milestone
Manual Summary ii Critical Baseline Summary IL A
Start -only Critical Split Progress
Finish -only ] Baseline Manual Progress
Rev. 18 - 26 November 2023
Page 7 of 9

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
Start
Finish
% Complete
Baseline Start
Baseline Finish
D
Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023 Half 1, 2024
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M
284
5.39.3 Main Control Panel Components
5.39.4 PLC Equipment
5.39.5 PLC Processor
5.39.6 Computer Systems
5.39.7 Load Centers
5.39.8 Master Control Panels
5.39.9 Misc Panels
5.39.10 Field instruments
5.39.11 Spares
5.39.12 Battery charger
5.39.13 Factory Acceptance Test (FAT)
6 CONSTRUCTION
6.1 Site Mobilization
6.2 Construction - Civil
6.2.1 Site Grading
6.2.2 Trench Gravel Under Building Slab Utilities
6.2.3 Boiler Foundations
6.2.4 Utility Building Foundations
6.2.5 Fuel Building Foundations
6.2.6 Ash Bunker Foundations
6.2.7 Miscellaneous Foundations & Civil Work
6.2.8 Trench Gravel Thermal Loop
6.2.9 Trench Gravel Underground Utilities
6.2.10 Rough Gravel Roads
6.2.11 Finish Gravel Roads
6.3 Construction - Structural Steel
6.3.1 Boiler Structural Steel - Col. Rows 1-4
6.3.2 Economizer #2 / Air Heater Structural Steel Col
6.3.3 Economizer #1 Structural Steel - Col. Rows 12-:
6.3.4 Pipe Rack
6.4 Construction - Mechanical
6.4.1 Install Pre -Engineered Metal Building (PEMB) - Utility
6.4.2 Install PEMB- Fuel
6.4.3 Install PEMB - Ash
6.4.4 Mech Installation of Boiler PP's
6.4.5 Boiler Hydrotest
6.4.6 Mech Installation of Economizer & Sootblowers
6.4.7 Mech Installation of Fans &Motors
Fri 6/9/23
Fri 6/9/23
Fri 7/21/23
Fri 3/24/23
Fri 6/9/23
Fri 6/9/23
Fri 6/9/23
Fri 3/10/23
Fri 4/7/23
Fri 6/9/23
Mon 11/6/23
Fri 12/9/22
Fri 12/9/22
Tue 12/27/22
Tue 12/27/22
Tue 1/24/23
Tue 2/14/23
Wed 3/22/23
Wed 4/5/23
Wed 4/5/23
Wed 5/3/23
Fri 8/18/23
Thu 6/1/23
Thu 6/15/23
Wed 11/29/23
Wed 5/24/23
Mon 6/19/23
Mon 7/24/23
Wed 5/24/23
Wed 11/8/23
Fri 5/12/23
Fri 5/12/23
Mon 6/12/23
Fri 7/14/23
Mon 8/14/23
Tue 11/21/23
Tue 9/19/23
i Thu 10/12/23
Fri 9/1/23
Fri 9/1/23
Fri 10/13/23
Fri 6/16/23
Fri 9/1/23
Fri 9/1/23
Fri 9/1/23
Fri 6/2/23
Fri 6/30/23
Fri 9/1/23
Tue 11/14/23
Thu 1/25/24
Fri 12/9/22
Tue 12/12/23
Tue 2/7/23
Mon 2/13/23
Fri 7/14/23
Tue 4/25/23
Tue 5/9/23
Tue 5/9/23
Fri 7/28/23
Thu 11/2/23
Wed 6/21/23
Wed 6/28/23
Tue 12/12/23
Tue 11/21/23
Fri 8/11/23
Fri 9/1/23
Thu 7/6/23
Tue 11/21/23
Wed 1/3/24
Fri 6/23/23
Mon 7/24/23
Thu 8/24/23
Mon 11/20/23
Wed 11/22/23
Mon 10/16/23
Wed 11/8/23
95%
95%
30%
0%
95%
100%
100%
0%
0%
95%
100%
63%
100%
85%
98%
100%
100%
100%
100%
100%
100%
0%
100%
100%
80%
95%
95%
95%
95%
95%
54%
63%
69%
57%
90%
0%
30%
85%
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Mon 8/15/22
Mon 8/15/22
Mon 8/29/22
Mon 8/29/22
Mon 9/26/22
Mon 10/17/22
Tue 11/22/22
Thu 12/8/22
Mon 12/12/22
Wed 1/11/23
Mon 2/6/23
Mon 2/6/23
Mon 2/20/23
Wed 8/2/23
NA
NA
NA
NA
NA
Thu 1/26/23
Thu 1/26/23
Wed 2/15/23
Wed 3/22/23
Wed 6/14/23
Thu 10/12/23
Mon 9/25/23
Fri 9/1/23
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Fri 6/7/24
Mon 8/15/22
Tue 8/15/23
Mon 10/10/22
Fri 10/14/22
Tue 11/29/22
Thu 12/29/22
Fri 1/13/23
Tue 1/17/23
Tue 2/14/23
Fri 2/24/23
Fri 2/24/23
Fri 3/3/23
Tue 8/15/23
NA
NA
NA
NA
NA
Thu 2/8/24
Wed 3/8/23
Tue 3/28/23
Tue 5/2/23
Wed 10/11/23
Fri 10/13/23
Fri 10/20/23
iFri 9/29/23
■
O ♦ 12/9
fffffffffffff■
ffff■
fffffffff■
fffffffff■
fffffffff■
-
ffff■
fffffffffff■
fffffffffffff■
■
fffffffffffff■
fffffffffffff■
O ♦
ffffffffi
ffffff■
285
286
287
288
289
290
291
292
293
294
295
11/22
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
Carolina Poultry Power RG2
Project B-14113
Task Project Summary f­11
Split External Tasks
Milestone ♦ External Milestone ♦
Summary I Inactive Task C
Inactive Milestone O
Inactive Summary 0 0
Manual Task
Duration -only
Manual Summary Rollup Deadline i Baseline Milestone O
Manual Summary Critical Baseline Summary
Start -only C Critical Split Progress
Finish -only ] Baseline Manual Progress
Rev. 18 - 26 November 2023
Page 8 of 9

M5%LLONS
Project Schedule
Carolina Pouiltry Power RG2
Wilson, NC
ID
Task Name
Start
Finish
% Complete
Baseline Start
Baseline Finish
D
Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023 Half 1, 2024
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M
322
6.4.8 Mechl Installation of Flues & Ducts
6.4.9 Mech Installation of Baghouse
6.4.10 Mech Installation of P&W's
6.4.11 Mech Installation of Stack
6.4.12 Mech Installation of STG
6.4.13 Mech Installation of Fuel Handling
6.4.14 Mech Installation of Ash Handling
6.4.15 Mech Installation - Piping
6.5 Construction - Electrical
6.5.1 Mech Installation of Electrical Equip
6.5.2 Electrical & Controls Wiring Install
6.5.3 MV Switchgear Install
6.5.4 Back Feed Power (by EER)
6.6 Insulation, Lagging & Refractory Installation
6.6.1 Installation of Lagging & Insulation
6.6.2 Installation of Refractory
6.7 MECHANICAL COMPLETION
7 START-UP & COMMISSIONING
7.1 Check -Out Complete
7.2 Commissioning of Controls
7.3 First Fire
7.4 Chemical Clean Boilers
7.5 Steam Blows
7.6 Main Steam Pipe Restoration
7.7 READY TO SYNC TO GRID
7.8 GUARANTEED SUBSTANTIAL COMPLETION
7.9 Final Commissioning & Tuning of all Plant Systems
7.10 Punch List
7.11 Performance Test #1
7.12 Additional Tuning
7.13 Performance Test #2
7.14 Additional Tuning
7.15 Performance Test #3
7.16 GUARANTEED FINAL COMPLETION
Tue 10/17/23
Tue 9/5/23
Thu 11/2/23
Mon 10/9/23
Mon 11/13/23
Mon 10/23/23
Tue 11/14/23
Fri 11/3/23
Tue 8/29/23
Fri 12/8/23
Fri 11/17/23
Tue 8/29/23
Tue 9/5/23
Fri 11/24/23
Fri 11/24/23
Fri 12/1/23
Thu 1/25/24
Tue 1/16/24
Tue 1/16/24
Tue 1/16/24
Thu 2/22/24
Fri 2/23/24
Tue 2/27/24
Thu 2/29/24
Thu 2/29/24
Thu 2/29/24
Fri 3/1/24
Fri 3/1/24
Mon 3/25/24
Mon 4/1/24
Wed 4/24/24
Wed 5/1/24
Fri 5/24/24
Thu 5/30/24
Tue 11/28/23
Fri 10/27/23
Thu 12/7/23
Fri 11/3/23
Wed 1/3/24
Mon 12/11/23
Wed 12/27/23
Tue 1/2/24
Fri 1/19/24
Mon 1/8/24
Fri 1/19/24
Tue 9/5/23
Tue 9/5/23
Mon 1/8/24
Mon 1/8/24
Fri 12/29/23
Thu 1/25/24
Thu 5/30/24
Mon 1/22/24
Wed 2/21/24
Thu 2/22/24
Mon 2/26/24
Wed 2/28/24
Thu 2/29/24
Thu 2/29/24
Thu 2/29/24
Fri 3/22/24
Thu 3/21/24
Fri 3/29/24
Tue 4/23/24
Tue 4/30/24
Thu 5/23/24
Thu 5/30/24
Thu 5/30/24
87%
95%
95%
0%
30%
0%
0%
10%
4%
15%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
Fri 9/22/23
Fri 8/25/23
Mon 10/2/23
Fri 9/29/23
Wed 12/20/23
Fri 9/15/23
Mon 9/18/23
Mon 5/15/23
Thu 7/20/23
Thu 7/20/23
Wed 12/27/23
NA
NA
Mon 10/16/23
Mon 10/16/23
Mon 10/23/23
Thu 12/28/23
Mon 12/18/23
Mon 12/18/23
Mon 12/18/23
Tue 2/27/24
Thu 2/29/24
Mon 3/4/24
Wed 3/6/24
Wed 3/6/24
Fri 2/9/24
Thu 3/7/24
Thu 3/14/24
Tue 4/2/24
Tue 4/9/24
Thu 5/2/24
Thu 5/9/24
Mon 6/3/24
Fri 5/10/24
Thu 11/2/23
Thu 10/19/23
Fri 11/3/23
Thu 10/26/23
Thu 2/8/24
Thu 11/2/23EEEEEMIII�T
Fri 10/27/23MENNEN
Tue 7/11/23
Mon 2/26/24
Fri 8/25/23
Mon 2/26/24
NA
NA
Thu 12/28/23
Tue 11/28/23
Fri 11/17/23
Thu 12/28/23
Fri 6/7/24
Fri 12/22/23
Thu 1/25/24
Wed 2/28/24
Fri 3/1/24
Tue 3/5/24
Wed 3/6/24
Wed 3/6/24
Fri 2/9/24
Mon 4/1/24
Wed 4/3/24
Mon 4/8/24
Wed 5/1/24
Wed 5/8/24
Fri 5/31/24
Fri 6/7/24
Fri 5/10/24
■
♦ 9/5
ffffffff■
O ♦ 1/25
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
■ ■
I�
I,
a2/29
O ♦ 2/29
SOME!
fffENEM
�■
SOME!
■■
ffffffff`
O
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
Carolina Poultry Power RG2
Project B-14113
Task Project Summary I
Split External Tasks
Milestone ♦ External Milestone e
Summary I Inactive Task
--I
Inactive Milestone
Inactive Summary V 0
Manual Task
Duration -only
Manual Summary Rollup BEENEEME Deadline i Baseline Milestone O
Manual Summary II Critical Baseline Summary
Start -only C Critical Split Progress
Finish -only ] Baseline I Manual Progress
Rev. 18
- 26 November 2023
Page 9 of 9