310057_Application_20240313

ROY COOPER
Governor
ELIZABETH S. BISER
secretary
RICHARD E. ROGERS, JR,
Director
Turner Farms LLC
Turner Farms, LLC
PO Box 246
Pink Hill, NC 28572
�,. ATE
y'IjY 4
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIVED
MAR 13 2024
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits —you must submit an application for permit coverage to the Division of Water Resources (DWR) by April 3. 2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non -Discharge General Permit." The application form must be completed, siened by the Pe►mittee, and returned to the DWR by
April 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: [e-mail]
phone: [phone]
Please note that you must include one (1) eom of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deq.nc.gpvlanimalpermits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129,
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Nan -Discharge
General Permit
North CarolivaDfpartmcat afFnrdraummialQuality DivisionofWatcrRe:ourca
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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Pennit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Certificate Of Coverage Number: AWS310057
2. Facility Name: Turner Farms, LLC
3. Permittee's Name (same as on the Waste Management Plan): Turner Farms LLC
4. Petmittee's Mailing Address: PO Box 246
City: Pink Hill State: NC Zip: 28572
Telephone Number: 919-285-1005 Ext. E-mail:Ffaa�.ce-
Su?it�i�vv- tvyv :t�•GAWI.
5. Facility's Physical Address: 160 Farrowwood Rd
City: Warsaw State; NC Zip. 28398
6. County where Facility is located: Du lin
7. Farm Manager's Name (if different fiom Landowner):
8. Farm Manager's telephone number (include area code): 910-285-1357 Ext,
9. Integrator's Name (if there is not an Integrator, write "None"). Mumhy-Brown LLC
10. Operator Name (OIC): Bradley Sloan Thigpen Phone No.: -4- OIC m 991806
gjr�-�zS-ztY i
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Farrow to Wean-60,1-• (oi % 6-3
Operation Types:
vie
Caftle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep -Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digested
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
TURNER - F1
Lagoon
01,11
ill
Full, clay
483,576.00
67,568,00
20.20
TURNER- S1
Lagoon
Full, clay
1,133,110.00
129,200.00
19.90
TURNER - S2
Lagoon
(Q 4 -I
Full, clay
1,033,920.00
1 128,250.00
20.30
TURNER-S3
Lagoon
Full, clay
1,741,391.00
213,750.00
20.30
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility,
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

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 may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense,)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): v 'cam Title:
Signature: Date:
Name (Print): Title:
Signature:
Date:
Name (Print): _ _ ^ _ Title: _
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Facility Number:
Facility COC Number:
Facility Name:
Landowner's Name:
WASTE UTILIZATION PLAN
31-57
AWS310067
Turner Sow Farm
Turner Farms
Landowner's Mailing Address: PO Box 1139 Wallace, NC 28466
Facility's physical address: 160 Farrowwood Rd., Warsaw, NC 28398
Type of Operation: Farrow to Wean
Number of Animals: 6131 Sows
The waste from your animal fac€lity must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic
yields of the crop to be grown.
Several factors are important In implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result in runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting, Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 21-1.0217 adopted by the Environmental Management Commission.
NUP Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year [,gallons, ft.. tans, etc.)
6.131 animals X 3203 (gallons) waste/animal/year = 19,637,593.0 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,131 animals X 1.22 lbs. PAN/animal/year = 23,565.1 lbs. PAN/year.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to
apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Sol] Crop Lbs, N Acres Lbs. N Month of
# No. Tvge Per Acre Utilized Annlication
1
Autryville
Bermuda Sod
218
4.30
937.4
Aril - Sept
1
Autryville
R e rass
174
4.30
748.2
Feb -Mar; Oct -Dec
2
Goldsboro
Bermuda Sod
218
13.67
2980.06
April - Sept
2
Goldsboro
R e rass
174
13.67
2378.58
Feb -Mar; Oct -Dec
3
Autryville
Bermuda Sod
218
19.70
4294.6
Aril - Sept
3
Autryville
R egrass
1741
19.70
3427.8
Feb -Mar; Oct -Dec
P4
Norfolk
Bermuda Sod
218
17.83
3886.94
April - Sept
P4
Norfolk
R e rass
174
17.83
3102.42
Feb -Mar; Oct -Dec
P 2
Autryville
Bermuda Sod
218
25.90
5646.2
April - Sept
P 2
Autryville
R egrass
174
25.90
4506.6
Feb -Mar; Oct -Dec
7
Autryville
Bermuda Sod
2181
13.22
2881.96
April - Sept
7
Autryville
R e rass
174
13.22
2300.28
Feb -Mar; Oct -Dec
8
Norfolk
Bermuda Sod
218
14.32
3121.76
April - Sept
8
Norfolk
Ryegrass
174
14.32
2491.68
Feb -Mar; Oct -Dec
P3
Norfolk
Bermuda Sod
218
13.32
2903.76
April - Sept
P3
Norfolk
Rygrass
174
13.32
2317.68
Feb -Mar; Oct -Dec
P 1
Goldsboro
Bermuda Sod
2181
43.17
9411.06
April - Sept
P 1
Goldsboro
Rygrass
174
43.17
7511.58
Feb -Mar; Oct -Dec
Season 1 Total l 165.43] 64,84&56
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they
' must be accounted for. N must be based on realistic yield extiectafion.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1996 the Coastal Zone Management Aptdy� require farmers in some eastern counties of North

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 165.43 64,849
Total 165.43 64,849
Amount of N Produced 23,5651
Surplus or Deficit (41,283)1
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic
rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of
nutrient or other elements.
Page 3

Waste Utilization Plan
Sea attached map showing the fields to be used for the utilization of waste wafer.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
Ain Rntp (iniHr) Amount [In l
1,3,P2,7
Autr ville
Bermuda Sod, Rye Grass
0.6
1
2,P1
Goldsboro
Bermuda Sod, Rye Grass
0.5
1
P3 P4 B
Norfolk
Bermuda Sod, Rye Grass
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY
LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed
on the average of once every 6 MONTHS. In no instance should the volume of waste being stored in your
structure exceed Elevation *see lagoon staff gauge,
Call the local Natural Resources Conservation Service (formerly $01/ Conservation Service) or Soil and Water
Conservation District office after you receive the waste analysis report for assistance in determining the
amount per acre to apply and the proper application rate prior to applying the waste,
Narrative of operation: Acres shown in the preceding tables are considered to be the usable
acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed
may, and most likely will be, more than the acres shown in the tables.
The method of nutrient removal will be through harvesting the bermuda sod and
overseed will be completely removed by sod harvesting equipment.
This facility utilizes an underground dry hydrant system with irrigation reels and pivots
The owner is reminded that the N application on the Ryegrass has a split window application
87ibs Feb -Mar and 87lbs Oct -Dec there is no application allowed in January.
Page 4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season prone
to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
11 component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
13 by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
15 discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
16 not be discharged into the animal waste management system.
NUP Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should
be kept on site.
Animal waste can be used in a rotation that includes vegetables and other crops for
19 direct human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied propellant with no further applications animal
waste during the crop season.
Highly visible markers shall be installed to mark the top and bottom elevations of the
20 temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
Waste shall be tested within 60 days of utilization and soil shall be tested at least every
three years at crop sites where waste products are applied. Nitrogen shall be the rate-
21 determining element. Zinc and copper levels in the soil shall be monitored and
alternative crop sites shall be used when these metal approach excessive levels. pH
shall be adjusted for optimum crop production and maintained. Soil and waste analysis
records shall be kept for five years. Poultry dry waste application records shall be
maintained for three (3) years. Waste application records for all other waste shall be
maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Turner Sow Farm
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above, I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm, The approved plan will be filed on -site at the farm
office and at the office of the local Sol[ and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Turner Farms
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) AJ Linton
Affl[atlon: Murphy Family Ventures, L,LC
Address (Agency): PO Box 1139
Wallace, NC 28466
Signature: Date:
Page 8

NCDENR, DECZ
Division of Water Resources
Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
RE: COC Modification Request
To: Whom It May Concern,
With this letter, Turner Farms LLC, owner of Turner Farms LLC, COC # AWS310057, requests a
modification to this COC to install new/additional irrigation at this farm.
Own r Signature Date

Animal Waste Management Plan Certification
Please type or 2rint all information that does not require a signature)
EacYstin or New or.;.... Ex' anded . ( lease circle one}
General Information: Permit No: lawS 31006-1
Name of Farm:: 1—VI v. e+r . oLJ Facility No: 31 -- 5`2
Owner(s) Name: T"'^ ►n e. r i-G, V%S Phone No: 9 1 0-a $ = 1 Do,5"
Mailing Address: ? O aox atjy\� �A % L ,5 %
Farm Location: County Farm is located in: tA1 i
Latitude and Longitude: 3 i o 1 as I -7$ OQ, 10 Integrator: i �� i eta I oDrQS
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 5E!,e +Ma C.46._Gk ek
Operation Description:
Type of Swine No, of Animals
o Wean to Feeder
o Feeder to Finish
oFarrow to Wean _- (031 _
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type of Poultry No. of Animals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type ofLivestock;
Type of Dairy
o Milking
o Dry
o Heifers
o Calves
No. of Anim als
Number of Animals:
Expand{rtg Oper?itlon Only
Previoai Desi' Ca aci Addifiotacrl Desr n Cd aca Total Design Ca' acr
Acreage Available for Application:_ )6 fo
Number of waste structures: L'i
Are subsurface drains present on the farm: 6iP or NO
Required Acreage: 16
Total Capacity: S 1 Cubic Feet (0)
(please circle one)
If YES: are subsurface drains present in the area of the waste structures (please circle one or both as applicable)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a permit application and a new certification to be submitted to the Division
of Water Quality (DWQ) and permit approval received before the new animals are stocked. I (we) understand that there must
be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a
permit from DWQ and there must not be run-off from the application of animal waste. I (we) understand that run-off of
pollutants from Iounging and heavy use areas must be minimized using technical standards developed by the USDA -Natural
Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the DWQ Regional Office and
the office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification must be approved by
a technical specialist and submitted to the DWQ Regional Office and local SWCD and required approvals received from DWQ
prior to implementation. A change in farm ownership requires a permit application to be sent to DWQ along with a new
certification (if the approved plan is changed).
Name of Land Owner: _ T"r r vv< S 1~ �—
Signature: ��� Date;_ S'-/
Name of Manager l i�f different from owner):
Signature:
AWC - September 18, 2006
Date:

74' k
s-1 4
A4
I

Turner Sow Farm
AWS310057
Pivot Add't.
Specifications: Pivots
Pivot 2
Lindsay 3 Tower Pivot
Machine Length — 551.5'
End Gun Radius — 84.5'
End Gun — SR100 w/0,7" Nozzle
Pivot Pressure — 31.4 PSI
Total Flaw — 350 GPM
(270 GPM Machine + 80 GPM EG)
Pivot 1
Lindsay 4 Tower Pivot
Machine Length — 719.5'
End Gun Rodlus — 81.9'
End Gun — SR100 w/0.65" Nozzle
Pivot Pressure — 31.8 PSI
Total Flow — 350 GPM
(281 GPM Machine + 89 GPM £G)
Pivot 2
22.17 Ac. w/o End Gun
25.90 Ac. w/End Gun
End Gun Runs 51% of Time
�o {( 0
7A
Z
002919 '
OAS! G tyER
IN ��
Setbacks
Residences
RAPHIC SCALE
0 250 Boo 1000
( IN FEET )
1 inch = 500 ft.
Pivot design and installation by Quality Equipment)

Lindsay Sales Service, LLC
S083997 QUALITY EQUIPMENT MURPHY FAMILY VENTURES
07 Dec 2016 PO-40052
350gpm 12.01 gpm (Full circle)
acre
37.5psi
K303ou
DISCLAIMER
Drive; Not specified ; SR100
psi(esL)
0.0 ft
The products manufactured by Nelson Irrigation Corporation which are specified as
a part of this system design are covered by the manufacturer's printed 'Warranty
and Disclaimer', which applies to the individual components of Its own manufacture.
The manufacturer cannot be responsible for the performance of the system and
makes no warranties, INCLUDING THE WARRANTIES OF MERCHANTABILITY
AND FITNESS FOR PARTICULAR PURPOSE and does hereby disclaim any
liability for damages due to failure of the system to perform as anticipated.
Lindsay Manufacturing Company LMcchart 2.40

Lindsay Sales & Service, LLC
CENTER PIVOT SPRINKLER CHART
LOG NUMBER: S083997
DATE: 07 Dec 2016
DEALER: QUALITY EQUIPMENT
CUSTOMER: MURPHY FAMILY
VENTURES
PO-40052
NUMBER OF TOWERS:
3
NOZZLE FILES: R303OG
PIVOT PRESSURE:
31.4 psi
FRICTION C-FACTOR:
140
TOTAL SYSTEM FLOW:
350.0 gpm
FULL CIRCLE GPM / ACRE:
12.0
TOTAL PIPE LENGTH:
551.5 FT
COVERAGE WITHOUT GUN:
554.5 FT
END GUN TYPE:
SR100
ADJ. END GUN RADIUS:
64.5 tt
SYSTEM MANUFACTURER: LINDSAY
YT PIPE ID
11799G265 SPAN 1, 181.6, 6.39 in
2 1799G265 SPANS 2- 3, 179.0, 6.39 in
111-OH-90 OVERHANG, 11.9, 5.37 in
DISCLAIMER
The products manufactured by Nelson Irrigation Corporation which, are
specified as a part of this system design are covered by the
manufacturer's printed "Warranty and Disclaimer", which applies to
the individual components of its own manufacture. The manufacturer
cannot be responsible for the performance of the system and makes
no warranties, INCLUDING THE WARRANTIES OF MERCHANTABILITY AND
FITNESS FOR PARTICULAR PURPOSE and does hereby disclaim any liability
for damages due to failure of the system to perform as anticipated.
LMCchart 2.40

S083997 07 Dec 2016 LINDSAY ,
----OUTLET---- -REG- PSI
No Loc Sep Model Sprin
-x-
5
29.9
29.9
33.5
6
37.3
7
44.8
14.8
33.4
8
51.8
9
59.3
14.5
33.4,
10
66.6
11
73.9
14.7
33.3
12
81.3
13
88.8
14.8
33.3
14
95.8
15
103.3
14.5
33.2
16
110.6
17
117.9
14.7
33.1
18
125.3
19
132.8
14.8
33.1
20
139.8
21
147.3
14.5
33.0
22
154.6
23
161.9
14.7
33.0
24
169.3
25
176.8
14.8
32.8
181.6 TOWER NO. 1
-x-
28
194.3
17.5
29
201.6
30
208.9
14.7
31
216.3
32
223.8
14.8
33
230.8
34
238.3
14.5
35
245.6
36
252.9
14.7
37
260.3
38
267.8
14.8
39
274.8
40
282.3
14.5
41
289.6
42
296.9
14.7
43
304.3
44
311.8
14.8
45
318.8
46
326.3
14.5
47
333.6
48
340.9
14.7
49
348.3
50
355.8
14.8
360.6
TOWER NO. 2
51
361.6
52
365.8
10.0
53
373.3
7.5
32.7
32.7
32.6
32.5
32.4
32.3
32.2
32. 1
32.1
31.9
31.8
32.0
3 TOWER, 350 gpm, 38 p
---GPM--- ----SPRINKLER-----
Req Del Model Plate SpNo
PLUG 4
1.0 1.9 R3030 Green 1
PLUG
1.3 1.9 R3030 Green 2
PLUG
1.5 1.9 R3030 Green 3
PLUG
1.9 1.9 R3030 Green 4
PLUG
2.2 2.3 R3030 Green 5
PLUG
2.6 2.6 R3030 Green 6
PLUG
3.0 3.2 R3030 Green 7
PLUG
3.3 3.2 R3030 Green 8
PLUG
3.8 4.0 R3030 Green 9
PLUG
4.0 4.0 R3030 Green 10
PLUG
5.0 5.2 R3030 Green 11
INLINE PRESSURE: 30.9 psi.
PLUG 2
5.3 5.2 R3030 Green 12
PLUG
5.4 5.2 R3030 Green 13
PLUG
5.9 5.7 R3030 Green 14
PLUG
6.2 6.2 R3030 Green 15
PLUG
6.6 6.7 R3030 Green 16
PLUG
6.7 6.7 R3030 Green 17
PLUG
7.2 7.1 R3030 Green 18
PLUG
7.7 7.8 R3030 Green 19
PLUG
7.9 7.8 R3030 Green 20
PLUG
8.4 8.3 R3030 Green 21
PLUG
8.9 8.8 R3030 Green 22
PLUG
7.7 7.8 R3030 Green 23
INLINE PRESSURE: 30.6 psi.
PLUG
32.3 5.5 5.7 R3030 Green
32.4 4.7 4.8 R3030 Green
si PAGE 2
---NOZZLE---
#14
LIME
#14
LIME
#14
LIME
#14
LIME
#15
LIME*
#16
LAVENDER
#18
GRAY
#18
GRAY
*20
TURQUOISE
#20
TURQUOISE
#23
YELLOW*
#23 YELLOW*
#23 YELLOW*
#24 RED
#25 RED*
#26 WHITE
026 WHITE
#27 WHITE*
#28 BLUE
#28 BLUE
#29 BLUE*
#30 DARK BROWN
#28 BLUE
24 #24 RED
25 #22 YELLOW

S083997 07 Dec 2016 LINDSAY ,
----OUTLET----
-REG- PSI
No
Loc
Sep
Model SprIn
54
380.6
7.3
32.4
55
387.9
7.3
32.4
56
395.3
7.3
32.4
57
402.8
7.5
32.4
58
409.8
7.0
32.3
59
417.3
7.5
32.3
60
424.6
7.3
32.3
61
431.9
7.3
32.3
62
439.3
7.3
32.3
63
446.8
7.5
32.2
64
453.8
7.0
32.2
65
461.3
7.5
32.2
66
468.6
7.3
32.2
67
475.9
7.3
32.2
68
483.3
7.3
32.2
69
490.8
7.5
32.2
70
497.8
7.0
32.2
71
505.3
7.5
32.1
72
512.6
7.3
32.1
73
519.9
7.3
32.0
74
527.3
7.3
32.0
75
534.8
7.5
31.9
3 TOWER, 350 gpm, 38 psi
---GPM---
----SPRINKLER-----
Req
Del
Model
Plate
SpNo.
4.8
4.8
R3030
Green
26
4.9
4.8
R3030
Green
27
5.3
5.2
R3030
Green
28
5.2
5.2
R3030
Green
29
5.2
5.2
R3030
Green
30
5.4
5.2
R3030
Green
31
5.6
5.7
R3030
Green
32
5.4
5.2
R3030
Green
33
5.8
5.7
R3030
Green
34
5.8
5.7
R3030
Green
35
5.9
5.7
R3030
Green
36
6.1
6.1
R3030
Green
37
6.0
6.1
E3030
Green
38
6.0
6.1
R3030
Green
39
6.1
6.1
R3030
Green
40
6.2
6.1
R3030
Green
41
6.3
6.1
R3030
Green
42
5.7
6.6
R3030
Green
43
6.6
6.6
R3030
Green
44
6.7
6.6
R3030
Green
45
6.8
6.6
R3030
Green
46
7.6
7.7
R3030
Green
47
PAGE 3
NOZZLE----
#22 YELLOW
#22 YELLOW
#23 YELLOW*
#23 YELLOW*
#23 YELLOW*
#23 YELLOW*
424 RED
#23 YELLOW*
#24 RED
#24 RED
#24 RED
#25 RED*
#25 RED*
#25 RED*
#25 RED*
#25 RED*
#25 RED*
#26 WHITE
#26 WHITE
#26 WHITE
#26 WHITE
#28 BLUE
539.6 TOWER NO. 3 INLINE PRESSURE: 30.4 psi
76 543.2 8.5 32.0 6.5 6.6 R3030 Green 48 #26 WHITE
77 548.7 5.5 31.7 8.0 8.3 R3030 Green 49 #29 BLUE*
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED ARC: 170-)
551.5 * 30.4 83.9 80.5 SR100
.70"
SYSTEM INLINE END PRESSURE: 30.4 psi, INCLUDING 0 ft INCREASE IN ELEVATION
TOTAL gpm DELIVERED: 350.2
* INDICATES SPRINKLERS OPERATING BELOW RECOMMENDED PRESSURE LIMITS.
-x--INDICATES 2 OR MORE SUCCESSIVE OUTLETS SHOULD BE PLUGGED_
49 MOUNTING ASSEMBLIES: First outlet= 5, Last outlet= 77
MEMORY DROP, MxM Poly02 (Length= 60.00 in)
GOOSENECK,SCH.40,MXFEMALE 1191880
DROP, POLY PRO, MXM <Vari> 1349310 (Length= 60.00 in)
COUPLER,PVC,3/4",NPT * 1173186
Standard Tee 1000-001 (as needed)
Standard Regulator 1000--002 (as needed)

S083997
07 Dec 2016 LINDSAY , 3 TOWER, 350 gpm, 38 psi PAGE 4
NOZZLE
rr
SELECTION VERIFICATION
-_--__--_--__--__=
SPAN #
1
2
3
OH+EG
ACRE
2,4
7,0
11.6
8.2
GPM REQ,
29.7
83.7
140.5
98.5 E
GP.M DEL.
32.1
83.2
139.E
95.4
-----
-----
-----
-----
o DEV.
8%
DATA FILE IDENTIFICATION
-File Sprinkler Plate SprNo ID Regulator Flow PSI in x Out ID
---------------------------------------- --------------- !
R3030G Rotator Green 1- 49 638A NONE _________________ [
s
WATER APPLICATION DEPTH PER REVOLUTION
REVOLUTION TIME { 12 HRS j 24 HRS 36 HRS 48 HRS j 60 HRS { 72 HRS j
APPLICATION DEPTHI 0.32 j 0.64 j 0.96 ( 1.27 j 1.59 j 1.91 j
Percentage timer chart not included due to lack of data.
I

Lindsay Safes _Service, LLC
S083998 QULAITY EQUIPMENT
07 Dec 2016
je ,eioc r(Z-CA.+ 0t/a4
MURPHY FAMILY VENTURES
PO-40053
350gpm 7.56gpm (full circle) Drive speed: 10.2 fUmin SR100
1 2 3 G
37.9Ds! 6.39 � 1 6.391, l 6.391, 6.39"
psi (est.)
160 , 179 179` —--- 179' 23'
719' (37 acre) 0.0 ft
i
A�
R303OG
DISCLAIMER
LJ LLJ11L1-LU L.W I
The products manufactured by Nelson Irrigation Corporation which are specified as
a part of this system design are covered by the manufacturer's printed "Warranty
and Disclaimer', which applies to the individual components of its own manufacture.
The manufacturer cannot be responsible for the performance of the system and
makes no warranties, INCLUDING THE WARRANTIES OF MERCHANTABILITY
AND FITNESS FOR PARTICULAR PURPOSE and does hereby disclaim any
liability for damages due to failure of the system to perform as anticipated.
Lindsay Manufacturing Company LMCchart 2,40

Lindsay Sales & Service, LLC
CENTER PIVOT SPRINKLER CHART
LOG NUMBER: S083998
DATE: 07 Dec 2016
DEALER: QULAITY EQUIPMENT
NUMBER OF TOWERS: 4
PIVOT PRESSURE: 31.8 psi
TOTAL SYSTEM FLOW: 350.0 gpm
TOTAL PIPE LENGTH: 719.5 FT
END GUN TYPE: SR100
SYSTEM MANUFACTURER: LINDSAY
1 1579G265 SPAN 1,
3 1799G265 SPANS 2- 4,
1 22-OH-90 OVERHANG,
DISCLAIMER
I
CUSTOMER: MURPHY FAMILY VENTURES
PO-40053
NOZZLE FILES: R303OG
FRICTION C-FACTOR: 140
FULL CIRCLE GPM / ACRE: 7.6
COVERAGE WITHOUT GUN: 722.5 FT
ADJ. END GUN RADIUS: 81.9 ft
FT PIPE ID
159.6, 6.39 in
179.0, 6.39 in
22.9, 5.37 in
The products manufactured by Nelson Irrigation Corporation which are
specified as a part of this system design are covered by the
manufacturer's printed "Warranty and Disclaimer", which applies to
the individual components of its own manufacture_ The manufacturer
cannot be responsible for the performance of the system and makes
no warranties, INCLUDING THE WARRANTIES OF MERCHANTABILITY AND
FITNESS FOR PARTICULAR PURPOSE and does hereby disclaim any liability
for damages due to failure of the system to perform as anticipated.
LMCchart 2,40

( S083996 07 Dec 2016 LINDSAY ,
----OUTLET----
-REG-
PSI
No
Loc
Sep
Model
SprIn
-x-
5
29.9
29.9
33.9
-X-
8
51.8
21.8
33.8
-X-
11
73.8
22.0
33.7
12
81.3
13
88.6
14.8
33.7
14
95.9
15
103.3
14.7
33.7
16
110.8
17
117.8
14.5
33.6
1B
125.3
19
132.6
14.8
33.6
20
139.9
21
147.3
14.7
33.5
22
154.8
159.6
TOWER
NO,
1
23
160.6
24
164.8
17.5
33.4
25
172.3
26
179.6
14.8
33.4
27
186.9
28
194.3
14.7
33.3
29
201.8
30
208.8
14.5
33.3
31
216.3
32
223.6
14.8
33.2
33
230.9
34
238.3
14.7
33.2
35
245.8
36
252.8
14.5
33.1
37
260.3
38
267.6
14.8
33.0
39
274.9
40
282.3
14.7
33.0
41
289.8
42
296.8
14.5
33.0
43
304.3
44
311.6
14.8
32.8
45
318.9
46
326.3
14.7
32.8
47
333.8
338.6
TOWER
NO.
2
48
339.6
49
343.8
17.5
32.6
50
351.3
51
358.6
14.8
32.7
52
365.9
53
373.3
14.7
32.6
54
380,8
4 TOWER, 350 gpm, 38 psi PAGE 2
---GPM--- ----SPRINKLER----- ---NOZZLE---
Req Del Model Plate SpNo.
PLUG 4
1.0 2.0 R3030 Green 1 #14 LIME
PLUG 2
1.4 1.9 R3030 Green 2 #14 LIME
PLUG 2
1.4 1.9 R3030 Green 3 #14 LIME
PLUG
1.4 1.9 R3030 Green 4 #14 LIME
PLUG
1.6 1.9 R3030 Green 5 #14 LIME
PLUG
1.6 1.9 R3030 Green 6 #14 LIME
PLUG
2.0 1.9 R3030 Green 7 #14 LIME
PLUG
2.6 2.6 R3030 Green 8 #16 LAVENDER
PLUG
INLINE PRESSURE; 31.4 psi
PLUG
2.8 2.9 R3030 Green 9 #17 LAVENDER*
PLUG
2.8 2.9 R3030 Green 10 #17 LAVENDER*
PLUG
2.9 2.9 R3030 Green 11 #17 LAVENDER*
PLUG
3.3 3.2 R3030 Green 12 #18 GRAY
PLUG
3.6 3.6 R3030 Green 13 #19 GRAY*
PLUG
3.7 3.6 R3030 Green 14 #19 GRAY*
PLUG
4.0 4.0 R3030 Green 15 #20 TURQUOISE
PLUG
4.2 4.3 R3030 Green 16 #21 TURQUOISE*
PLUG
4.3 4.3 R3030 Green 17 #21 TURQUOISE*
PLUG
4.5 4.3 R3030 Green 18 #21 TURQUOISE*
PLUG
5.0 5.2 R3030 Green 19 #23 YELLOW*
PLUG
5.4 5.2 R3030 Green 20 #23 YELLOW*
PLUG
INLINE PRESSURE; 31.0 psi
PLUG
6.1 6.2 R3030 Green 21 425 RED*
PLUG
5.5 5.7 R3030 Green 22 #24 RED
PLUG
5.6 5.7 R3030 Green 23 #24 RED
PLUG

S083998 07
Dec
2016 LINDSAY
4
TOWER, 350 gpm,
38 psi
PAGE 3 r '
----OUTLET----
-REG- PSI
---GPM---
----SPRINKLER-----
---NOZZLE--- t
No
Loc
Sep
Model Sprin
Req
Del
Model
Plate
SpNo.
55
387.8
14.5
32.5
5.9
6.2
R3030
Green
24
#25
RED*
56
395.3
PLUG
57
402,6
14.8
32.5
6.1
6.2
R3030
Green
25
#25
RED*
58
409.9
PLUG
59
417.3
14.7
32.4
6.4
6.7
R3030
Green
26
#26
WHITE !
60
424.8
PLUG
14.5
32.4
6.5
6.7
R3030
Green
27
#26
WHITE
62
439.3
PLUG
63
446.6
14.8
32.4
6.8
6.7
R3030
Green
28
#26
WHITE
64
453.9
PLUG
65
461.3
14.7
32.3
7.3
7.1
R3030
Green
29
#27
WHITE*
66
468.8
PLUG
67
475.8
14.5
32.1
7.6
7.8
R3030
Green
30
#28
BLUE
68
483.3
PLUG
69
490.6
14.8
32.1
7.5
7.8
R3030
Green
31
#28
BLUE
70
497.9
PLUG
71
505.3
14.7
32.0
8.4
8.3
R3030
Green
32
#29
BLUE* }
72
512.8
PLUG
517.6
TOWER
NO. 3
INLINE PRESSURE:
30.7
psi
73
518.6
PLUG
74
522.8
17.5
32.2
7.0
7.1
R3030
Green
33
#27
WHITE*
75
530.3
7.5
32.6
4.1
4.0
R3030
Green
34
#20
TURQUOISE
76
537.6
7.3
32.6
4.3
4.3
R3030
Green
35
#21
TURQUOISE* /
77
544.9
7.3
32.6
4.2
4.3
R3030
Green
36
#21
t
TURQUOISE*
7B
552.3
7.3
32.6
4.3
4.3
R3030
Green
37
#21
TURQUOISE*
79
559.8
7.5
32.6
4.3
4.3
R3030
Green
38
#21
TURQUOISE*
80
566.8
7.0
32.6
4.3
4.3
R3030
Green
39
#21
TURQUOISE*
81
574.3
7.5
32.5
4.6
4.8
R3030
Green
40
#22
YELLOW
82
581.6
7.3
32.5
4.4
4.3
R3030
Green
41
#21
TURQUOISE*
83
568.9
7.3
32.5
4.7
4.8
R3030
Green
42
#22
YELLOW
84
596.3
7.3
32.5
4.6
4.8
R3030
Green
43
#22
YELLOW
85
603.8
7.5
32.5
4.5
4.3
R3030
Green
44
#21
TURQUOISE*
86
610.8
7.0
32.5
4.8
4.8
R3030
Green
45
#22
YELLOW
87
618.3
7.5
32.5
4.9
4.8
R3030
Green
46
#22
YELLOW
88
625.6
7.3
32.4
5.0
5.2
R3030
Green
47
#23
YELLOW*
89
632.9
7.3
32.5
4.8
4.8
R3030
Green
48
#22
YELLOW
90
640.3
7.3
32.4
5.1
5.2
R3030
Green
49
023
YELLOW*
91
647.3
7.5
32.5
4.9
4.8
R3030
Green
50
#22
YELLOW
92
654.8
7.0
32.9
5.2
5.2
R3030
Green
51
#23
YELLOW*
93
662.3
7.5
32.4
5.2
5.2
R3030
Green
52
#23
YELLOW*
94
669.6
7.3
32.4
5.3
5.2
R3030
Green
53
#23
YELLOW*
95
676.9
7.3
32.4
5.4
5.2
R3030
Green
54
#23
YELLOW*
96
684.3
7.3
32.3
5.6
5.7
R3030
Green
55
#24
RED
97
691.8
7.5
32.3
6.0
6.1
R3030
Green
56
#25
RED*
696.6 TOWER
NO. 4
INLINE PRESSURE:
30.6
psi
98
701.0
9.2
32.3
6.1
6.1
R3030
Green
57
425
RED*
99
708.5
7.5
32.3
5.6
5.7
R3030
Green
58
#24
RED
100
715.8
7.3
32.0
7.8
7.7
R3030
Green
59
#28
BLUE

i
k
• • i
S083998 07 Dec 2016 LINDSAY 4 TOWER, 350 gpm, 38 psi PAGE 4
----OUTLET---- -REG- PSI GPM--- ----SPRINKLER----- ---NOZZLE---
No LOC Sep Model SprIn Req Del Model Plate SpNo.
3
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED ARC; 170°) {
719.5 * 30.5 65.6 69.3 SR100 .65"
SYSTEM INLINE END PRESSURE: 30.6 psi, INCLUDING 0 Ft INCREASE IN ELEVATION
TOTAL gpm DELIVERED; 350.0
* INDICATES SPRINKLERS OPERATING BELOW RECOMMENDED PRESSURE LIMITS.
-x-INDICATES 2 OR MORE SUCCESSIVE OUTLETS SHOULD BE PLUGGED.
59 MOUNTING ASSEMBLIES: First outlet= 5, Last outlet= 100
MEMORY DROP, MxM Poly02 (Length= 60.00 in)
GOOSENECK,SCH.40,MXFEMALE 1191880
DROP, POLY PRO, MXM <Vari> 1349310 (Length= 60,00 in)
COUPLER, PVC,3/4",NPT * 1173186
Standard Tee 1000-001 (as needed)
Standard Regulator 1000-002 (as needed)
NOZZLE SELECTION VERIFICATION
S PAN # 1 2 3 4 OH+EG
ACRE 1.8 6.4 11.1 15.7 11.3
GPM REQ. 13.1 46.5 79.9 117.4 65.0
GPM DEL. 16.2 46.5 80.9 117.4 88.9
-
% DEV. 23% -0% 1% -0%,-5%
A high deviation in span 1 is unavoidable due to nozzle size limitations.
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow PSI In x Out ID
----------------------------------------- -----------------------------------
R303OG Rotator Green 1- 59 638A NONE

S083998 07 Dec 2016 LINDSAY , 4 TOWER, 350 gpm, 38 psi
PERCENTAGE TIMER REPORT
DEALER: QULAITY EQUIPMENT CUSTOMER: MURPHY FAMILY VENTURES
PO-40053
SYSTEM MANUFACTURER: LINDSAY END GUN RADIUS:
TOTAL PIPE LENGTH: 719.5 FT IRRIGATED AREA:
TOTAL SYSTEM FLOW: 350.0 gpm
Motor Speed: 1725 RPM
Center Drive Speed: 43 RPM
Nominal Tire Size: 14.9 x 24
Ground Speed (tabulated) at 100% Timer 10.2 ft/min
WATER APPLICATION DEPTH PER REVOLUTION
-------------------------------------------------------
Water
Timer
Last Tower
Time Per
Application
Setting
Ground Speed
Revolution
(in)
-------------------------------------------------------
M
(ft/min)
(hrs)
0.12
100.0
10.20
7.15
0.13
90.0
9.18
7.95
0.15
80.0
8.16
8.94
0.17
70.0
7.14
10.22
0.18
65.0
6.63
11.00
0.20
60.0
6.12
11.92
0.22
55.0
5.61
13.00
0.24
50.0
5.10
14.30
0.27
45.0
4.59
15.89
0.30
40.0
4.08
17.88
0.34
35.0
3.57
20.43
0.40
30.0
3.06
23.84
0.48
25.0
2.55
28.61
0.60
20.0
2.04
35.76
0.80
15.0
1.53
47.68
1.00
12.0
1.22
59.60
1.33
9.0
0.92
79.46
1.99
6.0
0.61
119.20
3.98
-------------------------------------------------------
3.0
0.31
238.39
PAGE 5f
81.9 ft
46.3 acre
The relationships between water application, timer setting and
pivot speed provided above are theoretical. Actual application
rates will vary due to the following: tire slippage, tire
inflation and tread wear; variations in terrain and soils; wind
drift; evaporation; and drive train efficiency. For this reason
the above data are intended only as a guide and should be
used with due caution,
j

I
S083998 07 Dec 2016 LINDSAY , 4 TOWER, 350 gpm, 3B psi
-PART NUMBER AND SHIPPING SUMMARY -
SHIP SYSTEM
PART NO. QTY QTY DESCRIPTION
1603591 59 59 R3000 Cap/Plate Assy GREEN
1609129 59 59 BODY ASSY,NELSON R/S3030
1609141 7 7 NOZ,NEL,3030,#14, 7/64 ,LIME
1609143 1 1 NOZ,NEL,3030,#16, 1/B,LAVENDER
1609144 3 3 NOZ,NEL.3030,#17,17/128,LAVNDR
1609145 1 1 NOZ,NEL,3030,#18, 9/64 ,GRAY
1609146 2 2 NOZ,NEL,3030,#19,19/128,GRAY
1609147 2 2 NOZ,NEL,3030,#20, 5/32 ,TURQ.
1609148 10 10 N0Z,NEL,3030,#21,21/128,TURQ.
1609149 7 7 NOZ,NEL,3030,#22,11/64 ,YELLOW
1609150 8 8 NOZ,NEL,3030,#23,23/128,YELLOW
1609151 4 4 NOZ,NEL,3030,#24, 3/16 ,RED
1609152 5 5 NOZ,NEL,3030,#25,25/128,RED
1609153 3 3 NOZ,NEL,3030,#26,13/64 ,WHITE
1609154 2 2 NOZ,NEL,3030,#27,27/128,WHITE,
1609155 3 3 NOZ,NEL.3030,#28, 7/32 ,BLUE
1609156 1 1 NOZ,NEL,3030,#29,29/128,BLUE
88-4983-8 1 1 END GUN NOZ, NELSON 100T, 0.65"
1173186 59 59 COUPLER,PVC,3/4",NPT
1137900 41. 41 PLUG,PLAST1C,SQ.HD.,3/4"NPT (default)
1128529 59 59 M X ST Adapter
PAGE 6
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D). Application and Handling Equilpment
Check the appropriate box
Existi or expanding facility+ with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
X New, expanded, or existing facili . without existing waste application equipment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained;' calibration and adjustment guidance are contained as part
of the plan).
New, expanded, or existing facility without existinK waste applicatiM equipment for land spreading not usin s prav
irrigation. (WLTP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation .Murphy -Brown. LLC dba Smithfield HoR Prod. Date Work Completed: 9/11/2017
Address (Agency): P.O. Box 856 Warsaw. NC 28398 Phone No.: 910 293-3434
Signature: W- t� .r f _ Date: 9 rr r7
E) Odor Control. insect Control, Mortality Management and Emergena Action Plan (SD,
S1, WUP, RC or [)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print),
Affiliation Date Work Completed:_
Address (Agency); Phone No.:
Signature: _ Date:
F) Written Notice of New or Expanding Swine Farrn
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21, 1996, when was it constructed or last expanded
1(we) certify that 1 (we) have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature:— Name of Manager (if different from owner):
Signature:
AWC - Septetuher 18, 2006
Date:
Date:

Facility: Turner - 003851
Phone Number: [phone]
911 Address: 160 Farrow Wood Ln. Warsaw, NC 28398
Directions to Farm: From Warsaw take Wards Bridge Rd East 3 mis outside of city limits. Turn left on
Farrow Wood Ln. - Farm #3851. Go down dirt path 0.8 miles to farm.
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Ellis R. Costin
2) Bradley Thigpen
3) Kendall Huffman
4) John Wesley Hairr
5) Dave Majeski
6) Greg Wulf
910-990-0383
910-375-2191
252-526-1446
910-271-5333
910-876-7005
910-271-0994
Return to the top of the list and start again until someone is contacted.
Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels
Sow Herd Size
2400
3800
7200
4400
# of sows off feed in 1 day -
>10% in one location
( barn, row, or room )
# of aborts in 2 day period -
3
5
7
6
# of aborts in 1 week -
6
10
16
12
Weekly Stillborn % -
10%
10%
10%
10%

Weekly PWM - 20% 20% 20% 20%
Sow Mortality - 10% 10% 10% 10%
Nursery and Finishing - > 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Ellis R. Costin
910-990-0383
2) Dave Majeski
910-876-7005
3) Greg Wulf
910-271-0994
4) Wen Murphy
910-271-5333
5) Randy lolly
910-271-1250
Return to the top of the list and start again until someone is contacted.
Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Ellis R. Costin
2) Dave Majeski
3) Mike Brown
4) Ambulance
5) Fire Dept
6) Police/Sheriff Dept
7) (Area) Hospital - Vidant
8) (Area) Clinic - Dr. Ricci
9) Poison Control
10) Highway Patrol
910-990-0383
910-876-7005
910-271-2302
911
911
911
910-296-0941
910-285-4100
800-451-8346
910-296-1311
Location of main electrical shut off: #1 in front of tractor shed. #2 & #3 between farm road
and pond, #4 beside road at top of F4
Beside tractor shed, beside office, beside farrowinf
Location of main gas shut off: & F3, Top of F4, between F5 & F6.
Electric Company:
Duke Progress
Account/Meter # : 7465371743
#1, between G3
Phone # : [phone]

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Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death, The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
o Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an N PDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance,
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signs a wner/Manager Date
Signature of Technical Sp clalist Date

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available In the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land In dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm Is a violation of state law and subject to penalty action.
The'routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, If needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that it is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, . or a combination of these practices. This
should be done at least once a year and possibly twice In years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
-M00202041513

Lagoon surface --look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
-M00202041574

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping), This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes Into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. it is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the, amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH, If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4 M00202041515

• Practice water conservation --- minimize building water usage and spillage from
( leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
'summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
CLocate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5 1400202041516 1

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump Into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
Dewater the upper part of lagoon by Irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that. liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the. synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. if the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
"M00202041527 i

( Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
f
M0020204.25i.8 i 4
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Y
rower: urner ow est lagoon Designedy: KBVV
Address: P.O. Box 759 Checked By: DSE
Warsaw, NO 28398 0-1 Date: 06/10/04
Coup Dul;lin �-�`��''�` Sheet 1 of 7
County: - -
_- — — - ANAEROBIC WASTE LAGOON DESIGN ...,—
FARM 1NF.0 LkT[0N
Farm Population:
f� ,
Nursery:
.._--------------
0
Finishing:
---- --------- -----
1,00("Hd.
I U-
Farrow to weanling:
..... ............ -_
f AMN Hd.
Farrow to feeder:
— -------- ------
0
Farrow to finish:
_--- -------------
0
Boars:
_...------------- —
0
Storage Period:
_------------ -----
180 Days
25 Yr. / 24 Hr Storm Event
-_.-- ._.,._ _- _ _
7.6 In.
"Heavy Rain" Factor
Not Applicable
7.6 In.
Rainfall in Excess of Evaporation
7,0 In.
Additional Water Usage:
--- --- ------- ------
0
Additional Drainage Area:
------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)----- -------
N
Does Operator Want Emergency Spillway?
(Y/N)----------•--
N
Was This Design Built Prior to Sept.19967
(Y/N)----- -------
Y
Is Draln Tile Req'd to Lower SHWT?
(Y/N)---------•---
N
Seasonal High Water Table Elev:-------- —---- ..___
0.00
Freeboard: .-------_--_..---
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
0.3
Ft.
Side Slopes: ------- ------------
31
(H:V)
Inside Top Length: -------------------
380.0
Ft.
Inside Top Width: ---- ---- ---------
--
340.0
Ft.
Top of Dike Elevation: --- -------------
Depth
102.00
Ft.
Finished Bottom Elevation: ----------------
12,00 Ft.
90.00
Ft,
Start Pump Elevation: ------------•--
19,92 In.
100,34
Ft.
Stop Pump Elevation: -•--------------
47.4 In.
98.05
Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
% REQ D.
Storm Stor :
80750
(Cu.Ft.)
81,055
(Cu.i=t.)
100.38%
Temporary =
262294
(CuXt.)
269,193
(Cu.Ft.)
102.63%
Permanent =
765448
(Cu.Ft.)
782,863
(Cu.Ft.)
102.28%
Total Volume =
1,108,492
(Cu.Ft.)
1,133,110
(Cu.t;t.)
102.22%
Min. Required Liner Thickness ------------ -------
Lagoon- Surface Area: (Inside TOO) -------- -----------
1.8 Ft.
129,200 S.F.
N
Murphy -Brown, LAC Engineering P.O. Box 856,Warsaw, JVC 28398 f910) 2a3-3434
6Z0/9T01n THNINA 8£T££ M6 XVH 9T:9T i1H1 80OZ/ZT/90

r
rower:
Turner 870 01desf lagoon
Designed By: KBW
Address:
P.O. Box 759
Checked By: DSE
Warsaw, NC 28396
Date: 06/10/04
County:
Duplin
- -.�-. Sheet 2 of 7
-- --
ACTUAL. DESIGN
VOLUME CALCULATIONS
LAGOON, STAGE -AREA VOLUMES
Contour
Elevation. (EI. Area (SF?
Incr. Vol. L( u. FTZ
Gumul. Vol.,(Cu. FT]
90.00
82�,644
91.00
86,036
84,290
84,290
92.00
89,600
87,818
172,108
93.00
93,236
91,418
263,526
94.00
96,944
95,090
358,616
96,00
100,724
98,834
4.57,450
96.00
104,576
102,650
560,100
97.00
108,600
106,538
666,638
98.00
112,496
110,498
777,136
99.00
116,564
114,530
891,666
100.00
120,704
119,634
1,010,300
101.00
124,916
122,810
1,133,110
102.00
129,200
127,058
1,260,168
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 1,108,492
CF
'CUMULATIVE
VOL.
ZONE VOL,
102.22%
END PUMP = = = = 98.05
FT
782,863 CF
TR'MT
782,863
102.28%
START PUMP = =: 100.34
FT
1,062,055 CF
TEMP
2691193
102.63%
MAX STORAGE = 101.00
FT
1,133,110 OF
STORM
81,055
100.38%
Murphy -Brown, LLC Enginseriny P.O. Box 856,Warsaw, NC 28398 [phone]
6ZO/LTOIn T3}K'Idii 9£T MOT6 XVA 9T:9T MU 900Z/ZT/90

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Grower: Turner Sow Oldest lagoon Designed By:
Address: P.O. Box 759 Checked By:
Warsaw, NC 28396 Date:
County: Duplin Sheet 3 of 7
MINIMUM_ REGUITZE17VOLUME _CALCUl.AT19NS_.
Permanent Storage:
Required Treatment Volume:
nima Irpe apac►ty cu. . ota
Nursery
_ 0
30
1.00
__.. 0
Finishin
1,000
135
1.00
135,000
Farrow toweaniing
1,456
433
1.00
630,448
4
Farrow to feeder
0
We
522
1.00
0
Farrow to finish
0
1,417
1.00
0
t3oar's
i
400
1.00
0
Total Required Treatment Volume tcu. m)=
Sludge Storage Volume:
165,446
n►ma ype capacity cu. t. la - LOAM
Nursery
0
30
w 0.000
0
Finishing
1,000
135
0.00
0
Farrow to weant[ng
1,456
433
W
0.00
0
Farrow to feederµ
0
522
0.00
0
Farrow_ to finish
0
1,417
0.00
0
Bo�►rs
y 0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary 5torage_Volurne:
Manure Production:
0
n mat Type Capacity Sic. Period d3day)= Total
w
Nursery
0
180
0.30
0-
Fin!-shiny
1,000
180
1.37
246,600
Farrow to weanling
1,456
180
4.39
1,151,618
Farrow to feeder
0
180
6.30
0
Farrow to finish
01
180
14.38
0
Soars
_
0
180
4.06 10
Total Manure Production (gals.)=
'total Manure Production (cu.ft,)=
Excess Fresh Water.
1,398,218
196,928
n1mal Type Capacity to. Perro ay = ale
Nursery
0
180
0.00
0
Fin[shing
1,000
180
0.00
0
Farrow to weanling
1,456
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)-- 0
( urp y 8.rown, LLC ngi►leer►ng P.Q, Box 856, Warsaw NC 28398 (8i0) 29
DSE
06/10/04
6Z0/1?T0M THNIH-h 8£T££6ZOT6 XVJ 9T:9T f1H1 90OZ/ZT/90

Grower: —, Turner Sow Oldest I;
Address: P.O. Box 759
Warsaw, NC 28398
County: Duplln
Designed By:
Checked By:
Date:
Sheet 4 of 7
Temp�orat SStorane.Volume: (Cont.)_
Rainfall in Excess of Evaporation:
Vol. -(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in.lft
Vol.= (129200 sq.ft. a• 0 sq.fi.) * 7 in. /12 in./ft.
Total required Volume for Rainfall in Excess of Evap. (ou.ft.)=
Storm Storage:
Vol. W(Lagoon Surf. Area + Addl'I Drainage Area) * 25Y0241-Ir, 5torm(in) / 121n.1ft.
Vol.- (129200 sq.ft + 0 sq.ft.) " 7,5 in, /12 in./ft.
Total Required Volume for 25Yr.44W. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.w(Lagoon Surf. Area + Addy) Drainage Area) * "Heavy Rain" Factor (in) / 121n.ift.
Vol.= (129200 sq,ft + 0 sq.ft.) * 7.5 in. /12 In./ft.
Total Required Volume for "Heavy Rain" (cu.ft.)
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. 124 Hr. Storm + "Heavy Rain")
`total Required Temporary Storage
(Manure Prod, + Excess Pr. Water + Rainfall Cxcess) =
Total Required Permanent Storage
(Treatment + Sludge) w
TOTAL REQUIRED VOLUME=1108492 (CURT.)
a
Warsaw Nd
KBW
DSE
06/10/04
75,367
80,150
80,750 (CU.PT)
262,294 (CU.FT)
765,448 (CURT)
0
6Z0/6TOIn TKNIUA 8£T££6Z0T6 XVJ ZT:9T f1H,1 800Z/ZT/90

Grower: Turner Sow Oldest lagoon
Address: P.O. Box 759
Warsaw, NC 28398
Countv: Duplin
LAGOON PtESICNSUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top or 25 yr124 hr Storm Storage
Top of "Heavy Rain" Storage
Start rump Elevation
End rump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Deaths:_
Designed By: KBW
Checked By: DS15
Date: 06/10/04
Sheet 5 or 7
---------------
---------------------
TOTAL DESIGN VOLUME=1133110 (CU.) T.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth ------�
102.00
FT.
Not Ap Applicable
101.00
FT.
Not
Applicable
100.34
FT.
98.05
FT.
Not
Applicable
0.00
90.00
FT.
380.00
FT.
340.00
FT.
3:1
i-I:V
129,200
SF
1.8
FT.
1.00
FT.
180
Days
8.1 FT.
2.3 FT.
1.7 FT,
12.0 FT.
8Z0/09012] T11NgUA 8£T££69OT6 XV3 LT:9T f1H1 800Z/ZT/90

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Grower: Turner Sow Oldest lagoon
Address: P.O. Sox 759
Warsaw, NC 28$98
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 06/10/04
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
6.0etiaaeuea�rarr��F
O\A CA
NOTE: See attached Waste Utilization PlanAen
e �
SEAL m m
DESIGNED: �r O23994
O i
DATE: _i % Orr — - %PrQ GIN
;oo��oae®o
III �rrtrnrti�lt��
COMMENTS:
In
P.A. Box 656, Warsaw NC 28398
6ZO/Zzon TI NTHA 8£T£E6ZOT6 %d,3 LT:91 11HI 900Z/ZT/90
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I
I
rawer: I urner . ow Farm (R6,Et. LagoonDesigned gy:
Address: P.O. Box 759 Checked By: DSE
Rase Hill, NC 28458 Date: 06/04/04
County: Duplin a- Sheet 1 of 7
A.NAEROBKG WASTE LAGOON DESIGN
FARM INFORMATION
Farrn,Ponulation:
Nursery: ..... ------------ --
0
Finishing: ------------ --------
0
Farrow to weanling: ------------ -------
1746 lid,
Farrow to feeder: -------- ---- ------
0
Farrow to finish: ------ ------------
0
Boars: -••------------------
0
Storage Period: -------------------
110 Days
25 Yr. / 24 Fir Storm Event -------------------
7.5 In.
"Heavy Bain" Factor Not Applicable
7.5 In.
Rainfall in Excess of Evaporation ------------- • - -
7.0 In,
Additional Water Usage: ----- --- - ----
0
Additional Drainage Area: _ --~--------------
0
LAGOON iNFORmATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------
N
Does Operator Want Emergency Spillway? (YIN) --- - ----
N
Was This Design Built Prior to Sept. 1996? (YIN) ----------
Y
Is Drain Tile Re(I'd to Lower SHWT? (Y/N) -- ---'- '
N
Seasonal High Water Fable Elev:----------
37.00 Ft.
Freeboard: ___________________
1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
0.3 Ft.
Side Slopes: --- ------------- —
3 :1 (H:V)
Inside Top Length: — ------ ._.---------
460.0 Ft.
Inside Top Width: --- ------- ---------
285.0 Ft.
Top of Dike Elevation: ---------------- Depth
50.00 Ft.
Finished Bottom Elevation: --------------- 11.00 Ft.
39A0 Ft.
Start Pump Elevation: ------------ -- 20.28 In.
48,31 Ft.
Stop Pump Elevation: -- ---------- ---. 39.48 In.
46.71 Ft.
LAGOON VOLUME RE!gUIRrzD VOL. DESIGN VOLUMES
% R 'D
Storm Stor = 80156 (Cu.Ft.) 83,990 (Cu.Ft.)
104,78%
Temporary W 187639 (Cu.Ft.) 188,041 (Cu-Ft-)
100,21%
Permanent = 756018 (Cu.Ft.) 761,889 (Cu.Ft.)
100.78%
'focal Volume 1,023,813 (Cu.Ft.) 1,033,920 (Cu.Ft.)
100.99%
Min, Required Liner Thickness -------------------
Lagoon Surface Area: (inside TOD)---- —---- —____-_-
1.6 Ft.
128,250 S.F
Murppy-Brown, LLC Engineering
6Z0/BOOB
P.O. Box 856 ,Warsaw, NC 28396
[phone]
TNNIHA 8£T££6ZOT6 XVd VT:91 f1H1 800Z/ZT/90

:rower,
Turner Sow Farm (r�ect. Lagoon)
ut;blu11GG ny. 1 \� V v
Checked By: DSE
Address:
P.O. Box 759
Rose Hill, NC 28468
gate: 06/04/04
County:
Duplin- _
-,_
-- Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
I LAGOON STAGE -AREA VOLUMES
Contour
Elevation fFT,l Area SF
Incr. Vol. (Cu.�
Cumuli. Vol. (Cu. FL
39.00
40.00
84,096
87,750
85,923
85,923
41.00
91,476
89,613
175,536
42.00
95,274
93,376
268,911
43.00
99,144
97,209
366,120
44,00
103,086
101,115
467,235
46.00
107,100
105,093
572,328
46.00
111,186
109,143
681,471
47.00
115,344
113,265
794,736
48.00
119,674
117,459
912,195
49,00
123,876
121,725
1,033,920
60.00
128,260
126,063
1,159,983
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,023,813
CF
CUMULATIVE
VOL.
ZONE VOL.
100.99%
END PUMP = = 46.71
FT
761,889 CIF
TR'MT
761,889
100.78%
START PUMP = 48.31
FT
949,930 CF
TEMP
188,041
100.21%
MAX STORAGE = 49,00
FT
1,033,920 CF
STORM
83,990
104,78%
!
r
Murphy -Brown, LLC Engineering
P.O. Box 656,Warsaw, NC 28398
[phone]
6Z0/0T0@] TI NIHA UT££6ZOT6 XV3 ST 19T Ul 900Z/ZT/90

Grower: Turner Sow Farm (Rect. Lagoon) Designed By: K6W
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28468 Date: 06/04/04
County: Duplln Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required 'r—f—f Vn6 irrio•
Farrow to weanlii
_Farrow to feeder
Farrow to finish
Boars
ipacity ALW
0
30
0
136
1,746
433
0
522
0
1,417
0
400
I"otat required rreatrnent voiurne JE;U, U.)--
Sludge Storage Volume:
MTTotal00�018
1.00
0
1.00
0
1.00
0
nimal Type - - - apacity TE cu.ft. ib ota
Nursery 0 30 0.00 0
__ _
Finishing
0
135
0.00
0
_
Fawow to weanling
1,746
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
_._. -- -
Boarrss
0
400
0.000
_ 0
Total Required Sludge storage volume UM. n.)=
Temporary Storgg2 Vol urne.
Manure Ornrl Cfion,
Animal Type Capacity ' Sto. Nerioa a.may} r t oiai
Nursery
0
110
0.30
Finishing
0
110
1.37
Farrow to weanling
_ 1,746
110
4.39
Farrow to feeder
0
110
5.30
Farrow to finish
0
110
14.38
Boars
0
110
4.06
Excess Fresh Water:
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
v
843,940
112,826
Animal ype Capacity to. Perin day = -Total
Nursery
0
110
0.00F
0
Finishing
0
110
0.00
0
Farrow to weanling
1,746
110
0.00 1
0
Farrow to feeder
0
110
0.00
v 0
^
Farrow to finish
0
110
0.00
0
Boars
0
110
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
LLC Engineering P. 0. Sox 856, Warsaw NC 2K
v
0
6ZO/TTOM
THNI'IHA 8£TE£6ZOT6 XV3 2T:9T f1Hs 800Z/ZT/90

I
Grower: Tumer Sow Farm (Rest. Lagoon)
k Address: p.0. Box 759
Rose Hill, NC 28458
County:
Temporary Storacle Volume- (Cant.)_
Designed By:
Checked By:
Date:
Sheet 4 of 7
KBW
DSE
06/04/04
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in.lft
Vol.= (128250 sq.ft. + 0 sq.ft.) * 7 In. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)W 74,813
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) 112€n.Ift.
Vol.= (128250 sq.ft + 0 sq.ft.) * 7.5 In. /12 In./ft.
Total Required Valuate for 2SYr.-2411r. Storm invent (cu.ft)- 80,156
"Heavy Rain" Storage:
Voi.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (In) 112in./ft.
Vol,= (128250 sq.ft + 0 sq.ft.) * 7.5 In. 112 in./it.
Total Required Volume for "Heavy gain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage Is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Stonn + "Heavy Rain")
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) =
Total Required permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1023813 (CU.FT.)
80,156 (CU.FT)
187,639 (CU.FT)
756,018 (CU.FT)
6Z0/9TOIn
TXN'IHA 8£TE£630T6 XVd 9T:9T ❑HZ 800Z/ZT/90

Grower: Turner Sow Farm (Rect. Lagoon) Designed By:�
Address: P.O. Box 759 Checked By:
Dose Hill, NC 28458 Date:
j County: Duplin _Sheet 5 of 7
L, G0QH 1�ESiGN�Sl�MMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
-fop of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage period
TOTAL DESIGN VOLUME =1033920 (CURT.)
Zone_I. oths:.
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth ------- ---
LLC
KBW
DSE
06/04/04
60.00
FT.
Not Al
Applicable
49.00
FT,
Not
Applicable
48.31
FT.
46.71
FT.
Not
Applicable
37.00
FT.
39.00
FT.
450.00
FT.
285.00
FT.
3:1
H:V
128,250
SF
1.6
FT.
I,00
FT.
110
Days
7.7 FT.
1.6 FT.
1.7 FT.
11.0 FT.
6Z0/£TOIL]
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Grower Turner Sow Farm (Rect. Lagoon) Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hilt, NC 28458 Date: 06104/04
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization PlanXj
�1"�> �•"":: r• r"� '
DESIGNED:
Cs i`
DATE: o
r �
lilt?tiFilil•
COMM[=NTS:
This certification is verification of capacity for current animal type. II
Please reference original certification of construction (attached). .tic 1 L c •7/Zel I
Murphy -Brown,
Engineering P.O. Box 656, Warsaw NC 2.8396
[phone]
690/9To[A T141dI&A st:TV96aoT6 XVA 9T:9T ❑x,L 9009izTi90

-Grower: Turner pow [-arm ' Newest l.agouH) vaoiyi lwu ter- P % ° -
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NO 28458 t4 Date:
County: Duplin LCXV)O`\ _ 3 _ Sheet "I of 7
ANAEROBIC WASTE LAGOON DlEbIUN
icAmall INi ORMATIO
0
-2590"lad. � oZ
0
0
0
180 Days
7.6 In.
7.5 In.
7.0 In.
0
0
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr.124 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
_.-_ _Farm i'o ulatton:
____ _ .w.
-------------------
Not Applicable
is Lagoon Designed as an Irregular Shape?
(YIN) -----------
Does Operator Want Emergency Spillway?
(YIN) --- -- - -
Was This Design Built Prior to Sept. 1996?
(YIN) - ----------
Is Drain Tile Req'd to Lower SHWT?
(M)--------- __-
Seasonal High Water Table Elev: --------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ___________________
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: ---------
Depth
Finished Bottom Elevation: ---- ---- -------- 10.50 Ft.
Start Pump Elevation: ---- ---- -------•
20.28 In.
Stop Pump Elevation: ---------------
45.6 In.
LAGOON VOLUME REQUIRED VOL, DESIGN VOLUMES
N
N
Y
N
06/04/04
37.00 Ft.
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
475.0 Ft.
450,0 Ft.
60.00 Ft.
39.50 Ft.
48.31 Ft.
46.20 Ft.
% RE `D.
storm Stor =
133594
(Cu.Ft.)
141,805
(Cu,Ft.)
106.15%
Temporary =
401489
(Cu.Ft.)
419,639
(Cu.Ft.)
104.62%
Permanent=
1133470
(Cu.Ft.)
1,179,947
(Cu.Ft.)__
_ 104,10%
_
- - Total Volume =
1,668,552
(Cu.Ft.)
1,741,391
(Cu.k=t.)
104,37%
Min, Required Liner Thickness -------------------
Lagoon Surface Area: (inside TOD)-------------------
1.5 Ft.
213,760 S.F.
Murphy -Brown, LLC Engineering
690/90001
P.O. Box 856,Warsaw, NC 28398
[phone]
Tli[b111A 8£T££6ZOT6 XV3 £T:9T I1H1 8009/ZW90

9
-Grower: Turner Sow Farm tNE
Address: P.D. Box 759
Rose Hill, NC 28458
Countv: Duplin
ACTUAL. DESIGN ---VOLUME CALCULATIONS
)esignea by: r\DVV
Checked By: DSE
Date: 06/04/04
Sheet 2 of 7
LAGOON STACEWARF-A V0_I.UMRS-
Elevation [FT.)
CUnt4Ur
Area {SF1
Incr. Vol. Cu.
Curnul. Vol, Cu. FT
39.50
40.00
159,444
161,850
80,324
80,324
41.00
166,716
164,283
244,607
42.00
171,654
169,185
413,792
43.00
176,664
174,159
587,951
44.00
181,746
179,205
767,156
45.00
186,900
184,323
951,479
46.00
192,126
189,513
1,140,992
47.00
197,424
194,775
1,335,767
48.00
202,794
200,109
1,535,8 76
49.00
208,236
205,515
1,741,391
50.00
213,750
210,993
1,952,384
volumes were calculated using
the vertical average
end area method.
_These
TOTAL READ VOi 1,668,552
CF
CUMULATIVE
VOL.
ZONE VOL.
104.37%
END PUMP W = = = 46.20
FT
1,179,947 CF
TR'MT
1,179,947
104.10%
START PUMP = =: 48.31
FT
1,599,586 CF
TEMP
419,639
104.52%
MAX STORAGE = 49.00
FT
1,741,391 CF
STORM
141,605
106,15%
Muiphy-Brown, LLC Engineering
6Zo/£ooln
P.O. Box 856, Warsaw NC 28398
[phone]
TNf4'7U 8£T££6ZOT6 XVA £T:9T flHs 800Z/ZT/90

I
Grower: Turner Sow Farm (Newest Lagoon)
Address: P.O. Box 759
Rose Hill, NC 28458
County: Duplin
MINIMUM REQUIRr-n VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Designed By: KBW
Checked By: DSE
Date: 06/04104
Sheet 3 of 7
nnnal Type apacity W cu. t. - ota
Nursery 400 36 1.00 12,000
Finishing
0
135
1.00
0
Farrow to weanling
2,590
433
1.00
1,121,470
Farrow to feeder
0
522
1,00
w 0
Farrow to finish_
_
0
1,417
1.00
0
Boars ^�
0
400
1.00
0
Total Required 'treatment volume tcu. 114
Sludge Storage Volume:
�_._
Animal Type
Capacity ��
Nursery _
400 30
Finishing_
_ 0 135
Farrow to weanling
2,590 433
Farrow to feeder
0 622
Farrow to finish
0 _ 1,417
Boars
IL 0 400
'total Required Sludge Storage Volume (cu. ft.)=
Temporary Stora+te_Volutt'le_:
Manure Production:
Nursery
400 180
Finishing
0 180
Farrow to weaniing
2,590 180
Farrow to feeder
0 180
Farrow to finish
0 180
Boars
0 180
Total Manure Production (gals.)=
Total Manure Production (cu,ft.)=
Excess Fresh Water:
1, 1'70,-sr v
r ii
0.000 �~ 0
0
I o1al
0.30 21,920
1.37 0
4.39 2,048,552
5.30 0
14.38 0
4.0s o
2,070,472
276,801
apacity '
Sto. Period
ay) = ota
400
180
0.00
ffe
0
156
0.00
0
eanling
2,590
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water excess (gals.): --
Total fresh Water Excess (cu.ft.)=
P.O. Box 656, arsaw.NC 283
v
0
no/voop
TifN'Ridt 8ET£R6Z0T6 XV3 ET:9T fIHI SOOZ/ZT/90

I
Grower: Turner Sow Farm (N(
Address: P.O. Box 759
Rose Hill, NC 28468
County: Duplin
>t Lagoon) Designed By: KbVV
Checked By: DSE
Date: 06/04/04
Sheet 4 of 7
Temporary Storage Volume'. (Cont-)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol,= (213750 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)W
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr.124Hr. Storm(in) / 121n./ft.
Vol,= (213750 sq.ft + 0 sq.fi.) * 7.5 in. /12. in./ft.
'rotas Required Volume for 25Yr.-20r. Storrn Event (eu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addd Drainage Area) * "Heavy lain" Factor (in) / 12in./ft.
Vol.= (213750 sq.ft + 0 sq.ft.) /,* 7.5In. //12 in./ft.
Total Required Volutne for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr.124 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod, + Excess Fr. Water + Rainfall Excess) =
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME =1668552 (CU.FT.)
.0. Box 656,
124,688
I
i
i
133,594
F
I
01
133,594 (CU.FT)
401,489 (Cl1.FT)
1,133,470 (CURT)
saa/sooe TIYtdIUR 9VT9V690T6 XVri tiT:9T QHZ 800Z/ZT/90

I
Grower:— Turner Sow Farm (NE
Address: P.O. Box 759
Rose Hill, NC 28458
t Lagoon) oesigneo by:
Checked By:
Date:
Sheet 5 of 7
LAGOON _DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "l-teavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depots:
novv
DSE
06/04/04
-------------------
50.00 FT.
------ ------------
Not Al Applicable
....................
49.00 FT.
...... _------ ..__
Not Applicable
48.31 FT.
46.20 FT.
.............. __..
Not Applicable
Not
— -----
37.00 FT.
w__------ ------
39.50 FT.
__.__...�....�..___
476.00 FT,
...___..............
450.00 FT.
.._�-------------
3:1 H:V
------ __ ____M_
213,760 SF
1.5 FT.
1.00 FT.
-------
180 Days
TOTAL DESIGN VOLUME 1741391 (CURT.)
Treatment / Sludge Storage Zone Depth -- ------ -- 6.7 FT.
2.1 FT.
1.7 FT,
10.6 FT.
6ZO/900[A
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TKNUR 9CTESGZ016 XVJ i+T :9T i1HZ 800Z/ZT/90

Grower: Turner Sow Farm (Newest Lagoon) Y u Designed By: Y
Address: P.O. Box 759 Checked By:
Ross Hill, NC 28458 Date:
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 9996,
Emergency Spillway:
An Emergency Spillway is not required.
t�4ji.T v S�ir2J,
%' �r v J•� J•
r, <,k 't,
�p 1. gM
NOTE: See attached Waste Utilization Plan : ,* -fq
� y. '��[�tl1 {tea trlY �-JP• �,)��{�~j • a
DE SIGNED;
'4b i
DATE:Ck13s°
COMMENTS:
This certification is verification of capacity for current animal type.
Please reference original certification of construction (attached), ro�i
Murphy -Brown, LLC
P.O. Box 856, Warsaw NC 28396
KBW
138E Y
06/04/041 u
293-3434
6Zo/80o(n TWIUA 8£T££BZOT6 Xdt1 VT:9T f1H1 900Z/ZT/90

I
:rower: TUrner Sow Ternp, 7torage Above sRTT Designedy:
KB
Address: P.O. Box 759 (Old MMO finisher lagoon)Checked By: DSE
Warsaw, NC 28398 }; Date:
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN 2nd ,STAGE
FARM 1t��OtMATIbN
7qHd.
9,, 11d. 6�3
0
0
0
82 Days
7.5 In.
7.5 In.
7 In.
0
0
Farm Population:
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr.124 Hr Storm Event
,'Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)----------
Does Operator Want Emergency Spillway? -----
Was This Design Built Prior to 9/96? (Y/N)-------------
Is Drain Tile Req'd to Lower SHWT? (Y/N) -�----�-•--
Seasonal High Water Table Elev:---------------- • —
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ----------------,-
Press ALT-C to Download
contour areas see sheet 4 of 12...
Top of Dike Elevation: -- ..... --------- Depth
Finished Bottom Elevation: -------------- 10.50 Ft.
Start Pump Elevation: ---------------- 20.16 In.
Stop Pump Elevation: --------------- 96 In.
LAGOON VOLUME REQUIRED VOL. DESIGN -VOLUMES
Storm 5tor W
4.2230 (Cu.Ft.)
42,788
(Cu.Ft.)
Temporary =
334776 (Cu.Ft.)
336,998
(Cu.Ft.)
=
0 (Cu.Ft.)
_ 103,790
(Cu.Ft.)
_ _Permanent
Total Volume
377,006 (Cu.Ft.)
483,576
(Cu.Ft.)
Min. Required Liner Thickness .... --....... ----
Lagoon Surface Area: (Inside TOD) ---------------- ---
N
Y
N
06/11/04
93.00 Ft.
1.0 Ft.
0.3 Ft.
3 :1 (FI:V)
0.0
0.0
101.00 Ft.
90.60 Ft.
99.32 Ft.
93,00 Ft.
READ,
101.32%
100,66%
128.27'%
40 mil HDPE
67,568 S.F.
i
Mufphy.-Brown, LLC Engineering
6Z0/C90In
P,O. Box 856,Warsaw, NC 28398
(910). 293-3434
TKN'1 A 8£T££690T6 %Vd LT:9T f1H1 9009/ZT/90

Crower: Turner Sow I emp. Storage Hnove a"vv 1 urdsryrrdu Ay. f\�vv
Address: P.O. Box 759 (Old MMO finisher lagoon) Checked By: DSE
Warsaw, NC 28398 Date: 06/11104
{ County: Duplin _ -- _- -Sheet 2 of 7 ----_ - ----
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
-
Contour
Elevation (FL)
Area S Fj
Incr. Vol. Cu. hT}
Cumul. Vol. _{Cu.-FTC
90.50
38,451
91.00
39,652
19,526
19,526
92.00
42,114
40,883
60,409
93.00
44,649
43,382
103,790
94.00
47,258
45,964
149,744
96.00
49,940
48,599
198,343
96.00
52,694
51,317
249,660
97.00
55,623
54•,109
303,768
98.00
68,424
56,974
360,742
99.00
61,399
59,912
420,653
100.00
64,447
62,923
483,576
101.00
67,568
66,008
649,584
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 3,146,176
CF
CUMULATIVE
VOL.
ZONE VOL. 128.27%
_
END PUMP = = = = 93.00
FT
103,790 CF
TR'MT
103,790
START PUMP = =: 99.32
FT
440,789 CF
TEMP
336,998 100.66%
MAX STORAGE = 100.00
FT
483,676 CF
STORM
42,788 101,32%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]
6Z0/bZ0ln TXNIHAti 8£T£E6Z0T6 YU 91:9T MU 900Z/ZT/90

I
Grower: Turner Sow Temp. Storage Above SHWT Designed By:
Address: P.O. Box 769 (Old MMO finisher lagoon) Checked By;
Warsaw, NC 28398 Date:
County: Duplin _ Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS_ 2nd STAGE
Temporary Storage Volume:
Manure Production:
ton mCapacity*PTotal
Nursery
400
82
0.30
9,986
Finishing
1,000
82
1,37
1-12,340
Farrow to weanting
57792
82
4,39
2,086,974
Farrow to feeder
0
82
5.30
0
Farrow to Finish
0
82
� 14.38
0
Soars
0
82
4.06
U
Tote Manure Proaucrion tgais.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water;
A,Xua,a uv
295,361
pima Type apaci y Sto. PAod a j ay N o a _
Nursery 400 8_2 0,00 0
�82
_
Finishing
1.000
0.00
�0A0
0
Farrow to weanting
5,792
82
0
Farrow to feeder
0
82
0.00
0
Farrow to finish
0
82
0.00
w 0
Boars �
0
82
0.00
0
i otat vresn VUater txcess tgais.)=
Total Fresh Water Excess (cu. 0=
u
0
KBW
DSE
06/11/04
M.irphy-Brown, LLC Engineering P.O. Box 65.6, Warsaw NC 28390 [phone]
6Zo/SZOIn
TNNn&N 8£T££6ZOT6 Xd,3 8T:9T fIBI 8009/ZT/90

Grower: Turner Sow Temp. Storage Above SHWT Designed By:
Address: P.O. Box 759 (Old MMO finisher lagoon) Checked By:
Warsaw, NC 28398 Date:
County: Duplin Sheet 4 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS-2ND STAGE (CONT.)
Temporary. Strorag- o Volume: (Cont
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall 112in,/ft
Vol.= (0 sq.ft. + 67568 sq.ft. + 0 sq.ft.) * 7.0 in. /12 In./ft.
Total Required Volume for Rainfall in Excess of Evap.
DSE
06/11/04
39,415
Storm Storage:
Vol. —,-(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) * 25Yr./24Hr. Storm(in) / 12in,/ft.
Vol.= (0 sq.ft + 67568 sq.ft. 4- 0 sq.ft.) * 7.5 in. /12 indit.
Total Required Volume for 25Yr. -24hir. Storm Event (cu.ft)= 42,230
"Heavy gain" Storage:
Vol,=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) * 25Yr./24Hr. Storm(in) / 12in.r`rt.
Vol.= (0 sq.ft + 67568 sq.ft. + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volurno for "Heavy Rain" (cuAt.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess)
Total Required Permanent Storage
(Treatment + Sludge) m
42,230 (CUXT)
334,776 (CUXT)
TOTAL REQUIRED, 2nd STAGY VOLUME.= 377006 (CU.FT.)
0 (CUXT)
Murphy -Brown, = Engineering P.O. Box 656, Warsaw NC 28398 [phone]
6aoi9zae
TKNIHa 8£T££6ZOT6 XVH 91:9T nH1 800Z/9T/90

Grower: Turner Sow Temp. Storage Above SHWT
Address: P.O. Box 759 (Old MMO finisher lagoon)
Warsaw, NC 28398
County: Duplin
Designed By: KbVV
Checked By: OSE
Date: 06/11/04
Sheet 5 of 7
LAGOON DESIGN .,SUMMARY 2nd STAGE
Top of Dike Elevation ---------------- —
101.00
FT.
Emergency Spillway Crest Elevation ----- ----------- ---
Not
Applicable
Top of 25 yr/24 hr Storm Storage --••----------------
100.00
FT.
Top of "Heavy Rain" Storage --- --- -----------
Not
Applicable
Start Pump Elevation --------- _-------
99.32
FT,
End Pump Elevation ..___-_-------- ..._r
93.00
FT.
Top of Sludge Storage -----------------
Not
Applicable
Seasonal High Watertable Elev,
93.00
FT.
Finished Bottom Elevation ----- ---- -........
90.60
t-T.
Inside Top Length ---- ___------- .___
Not
Applicable
Inside'ibp Width ._____ .._...__- _
Not
Applicable
Side Slopes _..--- ---- --------
3.0:1
I-I:V
Lagoon Surface Area w- -- - -- ------
67,568
SF
Min, Liner Thickness (if required) --------- -------
40 mil
HDPE
Freeboard Depth ------
-1.00
FT.
Temporary Storage Period
82
Days
TOTAL DESIGN VOLUME m 483576 (CU.I"T.)
Zone Depths,
Treatment / Sludge Storage Zone Depth ----------- 2.5 FT.
Temporary Storage zone Depth ----------- 6.3 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth --------- 10.5 FT.
(91
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Grower: Turner Sow Temp. Storage Above SHWT Designed By: KBW
Address; A.O. Box 759 (Old MMO finisher lagoon) Checked By: DSE
Warsaw, NC 28398 Date: 06/11 /04
County: Duplin Sheet 7 of 7
This livestock wasto treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
Zyi�;iQ4YlP.33p�y
NOTE: See attached Nutrient Management �1FS .,
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JD�VU�Uq
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DESIGNED: G�I%1.��G:.(,, �iw-,.`..
SFryA;}L'
K:
DATE: (' /� rJ �y`' _ _
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"s� ,e{������ s�
COMMENTS:
This certification is verification of capacity for current animal type.
Please reference original certification of construction (attached) dated 2/26/98.
This lagoon is not attached by direct plumbing either gravity or pump station to require
the rainfall/stormwater for which accumulation Is required In a two -stage lagoon scenario.
However, this lagoon may be used for additional temporary storage within the limits
noted in this design as needed by the farm management.
Murphy -Brown, LLC engineering
P.V. 13ox 656, Warsaw NG 25395
[phone]
6ZO/6ZOIA TWNIUt 9£T££6Z0T6 XVd 6T:9I IIH,L 800Z/ZT/90
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