WQ0044332_More Information Received_20240124

Initial Review
Reviewer
nathaniel.thorn burg
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) * W00044332
Applicant/Permittee Carolina Poultry Power RG3, 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:*
WQ0044332
Has Current Existing permit number
Applicant/Permittee Address*
3730 NORTH MAIN STREET FARMVILLE, NORTH CAROLINA 27828
Facility Name*
Carolina Poultry Power- La Grange 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 La Grange Pond Permit Update 1-24-24 Complete.pdf 4.78MB
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 1/24/2024

Carolina
Poultry
Power
January 24, 2024
Erick Saunders, Engineer
NCDEQ, Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-16217
Subject: Application No. WQ0044332
Carolina Poultry Power RG3 - La Grange
Dear Mr. Saunders:
The outline below follows the item sequence in your Additional Information Request letter
dated November 21, 2023.
Section A
Cover Letter/ Introduction
1
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.
Records of wind speeds and inspections will be maintained on site for
review, upon request, by NCDEQ staff.
Section D
Application Form RWCU 06-16
1
Section II #3 has been updated to include all uses of reclaimed water.
Added are industrial process water makeup for the 3 gpm going to dilute
the lime injection system (evaporated from boiler stack). Please note,
reclaim water is not to be used for fire protection. The sprinklers and fire
hydrants will be served by a separate city water supply line.

Mr. Erick Saunders
January 24, 2024
Section II #4 updated to 227,996 gpd for the added makeup water.
Section VII updated with the stack location 005 added.
Section F
Engineering Plans
1
The piping plans have been updated to show the locations of all reclaimed
water piping stemming from the Town of La Grange's reclaimed water
distribution pipe.
2
CPP plans to use reclaim water for some cooling and make-up water, which
are covered under 02U .0113 Permitting By Regulation (PBR). These water
uses are shown on Drawing 1030, identified below, are collected and routed
back to the City of Wilson WTP via an oil/water separator.
• Make-up water (7 gpm)
• Cooling water (2 gpm to sample coolers; 2 gpm to pump coolers; 1
gpm to other)
CPP will meet the requirements of the PBR, including the development of a
Spill Control Plan to prevent unintended discharge of reclaim water.
Should you have any questions regarding this submittal please contact me at 252-800-1969
([e-mail]) or Kim Melvin of Project Integration, Inc. at 864-414-3059.
Sincerely,
Rich Deming, Principal
Carolina Poultry Power, RG3 LLC
2

State of North Carolina
DWR
Department of Environmental Quality
r Division of Water Resources
~—� 15A NCAC 02U — RECLAIMED WATER SYSTEMS — CONJUNCTIVE UTILIZATION
lion of Water Resources FORM: RWCU 06-16
I. CONTACT INFORMATION:
1. Applicant's name: Carolina Poultry Power RG3, LLC
Mailing address: 3730 North Main Street
City: Farmville State: NC Zip: 27828-
Telephone number: [phone] Email Address: rich ,eastenergylle.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 Tntegration, Tnc.
Mailing address: 116 Hidden Hill Road
City: Spartanburg State: SC Zip: 29301-
Telephone number: [phone] Email Address: kmelvin Ld pin tegration.com
4. Consulting Soil Scientist's name: License Number: Firm:
Mailing address:
City: State: Zip: -
Telephone number: O - Email Address:
5. Consulting Agronomist's name: Firm:
Mailing address:
City: State: Zip: -
Telephone number: O - Email Address:
II. USER INFORMATION
1. Reclaimed water user name(s): Carolina Poultry Power (CPP3)
User facility physical address: 5455 Brothers Road
City: La Grange State: NC Zip: 28551- County: Lenoir
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: 227,996 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: W00034386
✓ 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 employ
7. Specify the location within the application package where examples of notification materials can be found: Next Page Insert
FORM: RWCU 06-16 Page 1 of 7

III. UTILIZATION AREA SETBACKS (15A NCAC 02U .07011
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
50
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 .070 1? ❑ 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?
❑ 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
Appendix C
Appendix C
employees that reclaimed water is not intended for drinking in
Sheet 8
Sheet 8
accordance with 15A NCAC 021J.0403 b
Identification of piping, valves, and outlets as reclaimed water
Appendix C
Appendix C
(i.e., color coding purple, labeling, taping, etc.) in accordance with 15A
Sheet 8
Sheet 8
NCAC 02U.0403Lcl a
Method of securing valves and outlets the permits operation by
Appendix C
Appendix C
authorized personnel only in accordance with 15A NCAC 02U .0403 d
Sheet 8
Sheet 8
Hose bibs locked for use by authorized personnel only in accordance
Appendix C
Appendix C
with 15A NCAC 02U .0403 Ue
Sheet 8
Sheet 8
a. Identitcation 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 be taken 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

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 10-7 cm/s? E
es, ❑ 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.)? The geomembrane, HDPE liner will anchored in
an anchor trench around the pond perimeter to keep it in place. The pond will have at least 3 feet of water at all times, such that
even when the seasonal water table rises above the bottom elevation of the pond, the liner will still be in place.
9. If applicable, provide the specification page references for the liner installation and testing requirements: App D, SP-2, SP-3
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:
97.5 ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
Solmax «IXIOE-6 cm/s
Freeboard elevation:
95.5 ft
Hazard class:
Not Applicable
Toe of slope elevation:
97.5 ft
Designed freeboard:
2 ft
Impoundment bottom elevation:
89 ft
Total volume:
606,545 ft3
41537,564
gallons
Mean seasonal high water table depth:
94.5 ft
Effective volume:
441,521 ft3
31303,016
gallons
Embankment slope:
2.5 : 1
Effective storage time:
1.83 days
Top of dam water surface area:
86,149 ft�
Plan Sheet Reference:
Appendix E
Freeboard elevation water surface area:
78,925 ft'
Specification Section:
Appendix E
Bottom of impoundment surface area:
57,436 ft'
FORM: RWCU 06-16 Page 3 of 7

FORM: RWCU 06-16 Page 4 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
80,000 ft2
App E
6
Nozzle capacity
69.4 gpm
App D
SP-2
Nozzle manufacturer / model
BETE /
App D
SP-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
ft3
gallons
Dosing volume
ft3
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
Area
(ft)
Recommended
Precipiation Rate
(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 , „
a_ Level of accuracy? Select Method of measurement? Select Datum? Select
b. For seasonal loading rates, list appropriate months.
c. Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
htWs://ncdenr.s3.amazonaws.com/s3 fs-public/Watcr%2OQualit/Aquifer%2OProtection/LAU/Agreements/W SCA%2008-13.pdf
VII. 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
35'18'41"
-77146'41"
Evap Pond
Moseley Creek/27-77-2
C; Sw, NSW
002
35°18'44"
-77°46'44"
Evap Pond
Moseley Creek/27-77-2
C; Sw, NSW
003
35°18'45"
-77°46'43"
Evap Pond
Moseley Creek/27-77-2
C; Sw, NSW
004
35°18'42"
-77°46'40"
Evap Pond
Moseley Creek/27-77-2
C; Sw, NSW
005
35°41'08"
-77"53'23"
Boiler Stack
Moseley Creek/27-77-2
C; Sw, NSW
O , „
O , „
Level of accuracy? Nearest second Method of measurement? Conversion from UTM Datum? NAD83
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/Water%200uality/Aguifer%2OProtection/LAU/A�4reements/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. 140 1?
FORM: RWCU 06-16 Page 7 of 7

Professional Engineer's Certification:"
I— MIJ V, { , attest that this application for
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 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application
package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date
��1iCAR O�lzl
1�.l111��
Sa
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
I, Rich Deming CEO
(signing authority name — PLEASE PRINT) (title)
attest that this application for Carolina Poultry Power RG3, LLC _..
(facility name)
bas 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 15A NCAC 02T .0105. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in
any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,000 per violation. 1 /24/2024
Signature: Date:
FORM: RWCU 06-16 Page 8 of 7

CAROLINA POULTRY POWER PLANT RG3
EVAPORATIVE COOLING POND SYSTEM
151i
1
1:8400
CHIP PLANT MAIN DRIVE
PROJECT NORTH
SITE
PORATION COOLING
ASH
FUEL BLDG
BUNKER
UTILITY
BOILER
BLDG
COLD/HOTTRENCH BLDG
PIPE WORK
PUMP HOUSE STATION AND
PLANT HEAT EXCHANGER 1 EVAPORATION
2" DIATO CLAIFIER
L
LING POND
CHIP PLANT RECLAIMED
AERATION
WATER LINE
t
CITY TO CHIP PLANT RECLAIMED WATER LINE TAP
/ (REFER TO DETAIL 3 THIS SHEET)
[m
�H
3 o PRpdEp'C NpR
PROJECT OVERALL VIEW
Z�
n GRADE
CITY OF LA GRANGE
NORTH CAROLINA
VALVE
1
METER 4„o
EXIST 8" DIA CITY I CHIP PLANT RECLAIM WATER
RECLAIM TIE-IN
3n DETAIL SECTION CITY RELAIM WATER TIE-IN
1/2" = 1'-0"
RELEASED FOR CONSTRUCTION
Revision Description
Revision Schedule
SHEETINDEX
Sheet Number
Sheet Name
Current Revision
1961
COVER
3
1962
PLAN, SECTION &SCHEDULES
3
1963
COOLING LOOP PLUMBING PLAN, ELEVATION, ONE -LINE & SCHEDULES
3
1964
FLOAT & CABLE TENSION ASSEMBLY DETAILS
3
1965
CONDENSER LOOP P&ID AND SPECIFICATIONS
3
1966
CONSTRUCTION NOTES
3
2A�SEALr f
°''44.1 N. 0 Z4
... "0'4Cf
�ELLONS INC BY BER '
BPCATE
0RAI02117123
CAROLINA POULTRY POWER Rg3 T�niPDA 02117123
Pco
,AIc
1 /19 rza
EVAPORATIVE COOLING POND SYSTEM BBY
AO 02117123
Pco
JMC
o8 /28/23
COVER MCC QC BY
Pco
dvIc
02/22/23
Pco
,nIc
o3ro2/23
zENR MARA
Rev. By
Approved By
Date
CUSTOMER
CPP Rg3 La Grange NcE 3 B
[L
�REo
CONTRACT NO C4TECOR'REV
OUNT
14114-B 8480 1961 6 3

3sT-2•
.... ............. .... ......... .... .... ...OVERALL POND
98._7• 200'-0'
................. MAIN HEADER PIPE
15'-0• 30'-0' 15'-0' 15'-0• 15'-0• '0' 1.
ELECTRICAL FEED SUPPLIED MCC2 ROOM 1962
'SB 1964 AND INSTALLED BY OPPI i
96' 96-
96'- \
97' 9T- 2 MCC #2 PUMP HOUSE
POND LINER EDGE 1962 -
.. .. � .. 14 TOP OF BEM .10
111i
96, 1211396,. 12 (13i 12!13 T7 ;13
95' ..... I�g 95' 8 �..� g_.. _ . �8-
94' 15 94' e
..... 93' - 93'
92' ...... 92, .
91'. 91'
90' 90'
B
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1ss2
0
2 q 1963
1964
-- 1' 2� �3.4 15i61 O
L C2 U
-15 rTENSION CABLE N
62
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r'15
r
89'
— 90'
.. .... .. 91,
92'
93,
.... .. .... .... .... ...........
95'-
96'
11, SIM
-- 1 ss2
®n PLAN EVAPORATION COOLING POND
U 1" = 20'-0"
PROJECT NORTH NOTE:
LABELING OF VALUES AND PIPING TO o WATER LINE:
IDENTIFY AND NOTIFY PUBLIC (OR SEE PLAN FOR RECLAIMED
EMPLOYEES) OF RECLAIMED WATER. POND MAKE-UP WATER
INCLUDING OPERATION BY AUTHORIZED SYSTEM.
yT.O. BERM PERSONNEL SIGNS IN THIS AREA.
SURVEY EL +97.5'
TOP OF BERM
FULL CONE SPRAY (120
3EE PROFILE CHP
PLANT TO PUMP
HOUSE STATION.
0�&„ 15,0• 15,0• 1
EVAPORATION HOT
PIPE HEADER
12i13i
iEE PROFILE CHP
PLANT TO PUMP
HOUSE STATION.
................1....
n CROSS SECTION POND
U 1/8"
= 1'-0"
X h
HOT SUPPLY TO POND
of g
COLD RETURN TO PLANT
g
FROMPUMPHOUSE
PUMP ST_A PAD
_ �'n
8" DIA HOT WATER FROM
8" DIA RECLAIMED WATER
SURVEYEL +9$.33'
o & GRADE SURFACE TO ACHIEVE
CHP PLANT TO
FROM POND SUCTION TO
g LL PUMP STATION ACCESS
EVAPORATION HEADER
CHP PLANT
DE
jL�� + Rv
- - - -
- - - -
�SURVEYE95'
HOT SUPPLYTO POND
3 PROFILE CHP PLANT /PUMP HOUSE STATION
U 3/16" = 1'-0"
3 _-__4" UNDERGROUND
s62 /RECLAIMED WATER TO .
CHP PLANT
15'-01 10.-0•
SIM
sr
92'
93'
94'
95'
96'
2"0 TO CLARIFIER
�96,
95'
15�94'
93'
—sr
so,
—
... 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
RF a NOZZLE CATALOG NUMBER = TF64
,y R SPRAY PATTERN - FULL CONE
2yT FREEBOARD = 24"
F
- -
- -:15:- -
TENSION CABLE
-
'q 1� 1
64
0
a
CD
C)
�5
o
POND MAKE UP WATER,
o
� .
a
4" ABOVE GROUND
o
RECLAIMED WATER WITH
r 0
MAKE UP CONTROL VALVE
o
- .TEN
U
Z
O
Z
H15
r
89
- 90'
.. .-91,
92
95'
96'
(11„
SIM
�EVAP FULL CONE SPRAY (120 DEO�
CHP PLANT MAIN DRIVE
FIN EL95.5'T 1
POND
F EL BOT POND 88.5'
w mmm m mm`O mm
w 1
1 2 w z
1964 o g 1/a"
zw
SCHEDULE EVAPORATION COOLING SYSTEM
Mark
ID
Qty
Description
Material / Gmcle
Manufacturer / Supplier l Model #
1
60
36"x36"x12"DP HIGH ECAPSULATED PLASTIC 'EAGLE' FLOAT'
EXTRA STRONG VIRGIN
POLYETHYLENE CONTAINING
ULTRAVIOLET INHIBITORS
HENDREN PLASTICS
2
120
3'l LG x 3116" FLAT BAR FLOAT BASE
STAINLESS STEEL
3
240
318" DIA- 16UNC PERMA CLIP FASTENERS WINUTAND (2)
WASHERS
STAINLESS STEEL
........................
McMASTER-CARR
4
60
W4x13x15" LG DRILLED TOP HOLES FOR PIPE CLAMP 1 CABLE
SUPPORT UBOLTS
STAINLESS STEEL
5
30
OVAL SHAPED STAINLESS STEEL CONNECTING LINKS, 1400#
WORKING LOAD LIMIT
STAINLESS STEEL
6
60
4"x112" THK STAINLESS STEEL PIPE CLAMP WI (4) NUTS
STAINLESS STEEL
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
9
18.
4"x1 112" "THRED-O-LET"
STAINLESS STEEL. .
10
14
8" DIA EVAPORATION HEADER PIPE SADDLE
HOT DIPPED GALVINIZED STEEL
11 .
9
<vares> .......
<varies> .........
<varies> . . ....
12
9
4" GATE VALVE
STAINLESS STEEL
13...6..5"x4"."WELD-Ol
.. ........................
STAINLESS.$TEEL.... .....
..................
14
9
(2) 8" PIPE CAPS. (6) 4" PIPE CAPS
STAINLESS STEEL
15
1200'
114" DIA CABLE 18-8 STAINLESS STEEL, 1200# WORKING LOAD
LIMIT, EXTRA LUBRICATED. ADDITIONAL HARDWARE: 114" CABLE
CLAMPS 316 STAINLESS STEEL
STAINLESS STEEL
McMASTER-CARR. CABLE PART#
8947T26, SOLD 50' LENGTHS.
CLAMP CLAMP PART# 3017T44 (2
CLAMPS 1 PACK)
3/ �3
1 O 1/a"
7
I
C)
TENSION
CABLE
TENSION
CABLE
o�
15.
'5
6
5
'15
—
V
'2'
21.'
J
...3
............
3i ........... .
.. ................
...........
..............
FROM (X) 8" C900 CITY ®� PLAN DETAIL FLOAT ASSEMBLY
-
RECLAIMED WATER LINE TIE-IN 1" = 1'-0"
PROJECT NORTH
FULL ONE SPRAY (120 DEG)
COMPACTED 24
FILL WIDE BASE
FIN GRAD
r� NATIVE
ZH SOIL
ME L
8" DIA CARBON STEEL 8" DIA CARBON STEEL
WATER CHP COLD WATER CHP HOT SUPPLY. .
RETURN EMBEDDEDIN THERMAL
INSULATION
PIPE SUPPORT GUIDES /
ANCHORS NOT SHOWN,
SEE PLAN FOR
LOCATIONS. .
5n TRENCH SECTION HOT / COLD PIPE
1/2" - 1'-O"
3
ssa 11 PUMP STA PAD
I
SURVEY EL +g$.33'
\ EVAALA
L (TRADEMARK)
TYP
1; �..------ - T.O. BERM
RELEASED FOR CONSTRUCTION
Revision Description
Revision Schedule
UTILITY BUILDING FDN
1 CHP FIN_GRADEn
SURVEY EL+95'V
- - -
- -
- - SURVEYEL+9ff-W
...........
........ .....
60 MIL HOPE LINER
........................
............
......... ..........
1
H4q
�z�eSEALf/9'=
- 28308�
..
..
pHlrrlrflH, .. .
..........
■ I �Ei`ONS
rav eER RATE
CPCO
02117123
CAROLINA POULTRY POWER Rg3
T�KIPDA 02117123
POO
NO
1 t /is rza
EVAPORATIVE COOLING POND SYSTEM
APPRO E°eo
02117123
OMCASME
POO
dvIC
08 /28 /23
PLAN, SECTION 8 SCHEDULES
� BY
POO
NO
ozrzz/z3
POO
NO
03/02/23
OPPRg3 La Grange NC
Ery
3 B
.-K
Rev. By
Approved By
Date
CONT-OTNO -TEGo
14114-B 8480 1962 6
3

0`
4pQ J5G
�O
13'4'
- - POND 2 oo�F �'
2HR FIRE-
I?ss3
RATED WALL e
w .....
�; k SHED COLUMN
Bl Dl TYP OF 21 a
MCC #2 ENCLOSURE
ELECTRICAL FEED TO MCC C� E
q ROOM @ 480060 SUPPLIED i
AND INSTALLED BY CPP •A) �� (C (D
13' 5' . • 23, 2-
_— PUMP STA PAD
E BRIDGE SERVICE SURVEY EL+gg.33'
FIN EL98.33' ACCESS GATE — — —
UMP HOUSE & MCC#2 PAD I rkT.O. BERM
a
SURVEY EL +97.5'
om
8„d 8„dww
POND LINER EDGE J'�' P — MEAN WATER LINE
INTER CONNECTION FROM
WATERLINE CHP PLANT TO POND
EVAPORATION HEADER
FOOT VALVE WIT
4 " BASKET SCREEN
1 4 POND BANK PROFILE s
W/60MIL HDPE LINER
i
GiT T!G'
z z
0 0
0 0
U U
EVAPORATION LATERAL = 1 =
& FLOATING SYSTEM
POND
® PLAN PUMP STATION & BRIDGE
3/16" = 1'MO
1963
PROJECT NORTH
SCHEDULE PUMP STATION
EQUIPMENT & FITTINGS
Mark ID
Qty
Description
Material / Grade
Manufacturer / Supplier
A
2
GATE VALVE
STAINLESS STEEL
B
2
FLANGED END BASKET STRAINER
CASTIRON
Mueller Steam Specialty
0
3
BUTTERFLYVALVE
STAIN LESS STEEL
D
2
CHECK VALVE
CASTIRON
E
2
CIRCULATION COOLING WATER PUMPS, 4x6-11H S, BRONZE
FITTED, 150HP@3600/447TS
BODY CAST IRON / FITTINGS BRONZE.
PAINTED PURPLE TO INDENTIFY RECLAIMED
WATER (NON -POTABLE)
ITT GOULDS PUMPS. MODEL#3410-S
F
2
YSTRAINER
CASTIRON
G
2
6" DIA POLY -SWING FOOT VALVE & BASKET SCREEN
HIGH DENSITY POLYETHYLENE BODY/
STAINLESS STEEL WORKING PARTS
TERMPRO
H
18
90 ELBOW
ASTM CARBON STEEL
K
4
45 ELBOW
ASTM CARBON STEEL.
L
18
150# FLANGE
ASTM A53 SCH 40 CARBON STEEL
SCHEDULE COLD POND RECLAIMED WATER PIPE WORK
FUNCTION
SIZE
(DIA)
MATERIAL
Length
COLD WATER CHP.PLANT
4"e
CARBON STEEL
326.586'
COLD WATER CHP PLANT
8"e
CARBON STEEL
194.068'
SCHEDULE HOT. EVAPORATION CHP.PLANT WATER PIPE
.............
FUNCTION
SIZE
(DIA)
MATERIAL
Length
EVAPORATION HOT PIPE
4"e
STAINLESS STEEL
13.662'
EVAPORATION HOT PIPE
8"e
STAINLESS STEEL
200.05Z
WORK
SHED ROOF
EL BOT POND 83.5'—]
n ELEVATION
480V,3PH,3W
FED FROM
500KVA
TRANSFORMER MCC
J�/'�
CONNECTED LOAD I\/II _1 _ #2
635 FLA VVV \./ \./ 7T
EFFECTIVE LOAD
483 FLA - -- -- -- -------------------------------------------------------------------------------------------------
(4)500MCM/PH (01A)
N
MAIN CB
(LSI)
I I
MCC HORIZONTAL BUS 48OV, 3P, 3W, 1200A, 65 KAIC
END
(03A) (04A) (02E) .(02F)
... II .................. D .).CB-.01.1.3 ......... �..)CB-0.1.1.4............ o CS-LC4 .............. o �CB-SP.1................. ..................
DQ DQ
SIZE 6 SIZE 6
TT FEEDER
I I
15KVA J1
...................... ................ ....................... TRANSFORMER... ............ rCA�rO''' ........ ..,,.....
150 150 R
HP HP SPAREpE�•oFEssrp��i
M-0113 M-0114 -' �iQ r y
CIRCULATING CIRCULATING UTILITIES o r SEAL e
LOAD CENTER, - 28308
WATER PUMP#1 WATER PUMP#2 O Qr Q-
3600 RPM/302 FLA 3600 RPM/302 FLA 31.25 FLA �� NclN6 •U4
SCE.... .
.. .. .. .. .. .. .. .. .. .. fir!+umu++\.
n PUMP HOUSE MCC #2 ONE -LINE
.... 12 = 1.0 .... .... .... .... ....
......... ......... ......... ......... D ..
RAWING �. ATE'
EFA�ELLONSrvPCO 02117123
CAROLINA POULTRY POWER Rg3 T�KIPon 02117123
F.1: See sheet 1961. Additional' Key Site Maps DefaO'3`showing plant reclaim piping con(gumtion fie -in to the Town of La Grange 's reclaimed water pipe. ....... PCO ;IN1C 1 /19 24 APPRwED'BY'
EVAPORATIVE COOLING POND SYSTEM dmC 02117123
THERMAL LOOP AND POND EVAPORATION SYSTEM DESIGN UPGRADES PCO ivIC 08 / 28 /23 COOLING LOOP PLUMBING PLAN, ME QC 6V
ADDITIONAL NOTES Pco ,A9c 3/02/23 ELEVATION,ONE-LINE &SCHEDULES RELEASED FOR CONSTRUCTION PCO ,AVIC 03/02/23 ECUSTOMER
ry MARu
Revision Description Rev. By Approved By Date CPP Rg3 La GrangeTNC 3 B
Revision Schedule CONTRACT NO TEDDRv
14114-B 8480 196SECTCREQ 3NG NO SHEET COUNT � 'LATE REV 6 3
REV

FLOATASSEMBLY
e i
i
WATERLINE FLOAT
E7
e° a
° i
a
FABRICATED HARDWARE - 4X4 TUBE STEEL WITH PIPE CAP.
(1) EMBED PLATE 112" THK. x 6" x 6" A-36 WITH (4) 318" CIA. L-RODS 6" LG.
i
HOT DIPPED GALVANIZED FI NI SH.
MOUNTING HARDWARE- (1) WINCH RIGHT SIDE HANDLE, 1500# MAX. CAPACITY, 114" CIA CABLE, McMASTER-CARR PART #3196T24.
(1) 114" CIA 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, McM ASTER- CARR PART #894TF26.
(2) CABLE CLAMPS 114" 316 STAINLESS STEEL, McMASTER-CARR PART #3017T44 (2) CLAMPS PER PACK.
1" = 1'-0"
EVAPORATION LATERAL
(TYPICAL OF6)
1
Sy ITE SURVEY TOPOGRAPHY PLAN
MEAN WATER
yCHP FIN GRADE
SEE FLOAT DETAILS
1/2" = 1'-0"
`POND PROFILE
EVAPORATION 8" DIA HEADER
CLAMP/SADDLE
PUMP S_TAPADog�
SURVEY EL +98.33v
T.O. B97 M
workin SURVEY EL+97.5'
-PIER FTc TOP OF FLOAT
SURVEY EL
ti-
LONGITUDINAL TENSION SYSTEM
EVAPORATION HEADER AND FLEX TENSION HOSE SYSTEM

MEDIA: CONDENSATE
PRESSURE: I PSIG
FLOW: 81,000.9/HR
TEMPERATURE: 159 °F
MEDIA: STEAM (LOW)
PRESSURE:10 PSIG
FLOW: 81,000#IHR
TEMPERATURE:239 °F
HEAT
EXCHANGER
HEAT
EXCHANGER
8"
M EDIA: CIRCULATING WATER
PRESSURE: I IS PSIG
FLOW: 1250'. GPM
TEMPERATURE:8C °F
1
1
1
1
t
MEDIA:CIRCULATING WATER
PRESSURE: 75 PSIG
FLOW: 125Q GPM
TEMPERATURE: 205i'F
I
—4bb—
w cr-u in CTx Kf oeocc
6" 6" 6" 2"
2" PRIMING LINE
2" PRIMING LINE
6" 6"
2
6" 6"
6"
6"
BS
6"
_
S
PDT
8„
NOTE: This is a standard heat exchanger designed to
ensure there is no mixture of the two media (pond
water and steam From boiler) never mix. Simply put,
no wastewater from the power plant goes back to the
pond.
4"UNDERGROUND
RECLAIMED WATER TO
CHP PLANT
4" RECLAIMED
POND WATER
MAKEUP
VALVE
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
4"UNDERGROUND
RECLAIMED WATER TO
CHP PLANT
4" M
4'
(X) 8" C900 CITY OF LA
GRANGE RECLAIMED
WATER LINE TIE-IN
(SEE COVER SHEET)
28308/� `'j /
rrrH quu41�",',,

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 of 4000 PSI in 28 days.
Normal weight aggregate shall conform to ASTM C33.
5. Contractor shall submit proposed concrete proportions, along with supporting documentation.
6. LJ.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. I.J.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.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 rernforcement 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 feast 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.AII 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 arrd 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 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 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 ashto fill may be compacted using relatively
strict moisture control.
7. Dig grade beams.
8. Place vapor barrier.
9. Place steel.
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.
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.
CARO
2$308q- -?64
,�C�, /1
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.