310057_Permit Renewal Application 2019_20190410

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 Permit
On September 30, 2019, 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, 2019.
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.
1. Fann Number: 31-0057 Certificate Of Coverage Number: AWS310057
2. Facility Name: Turner Fawns, LLC
3. Landowner's Name (same as on the Waste Management Plan): Turner Fawns LLC
4. Landowner's Mailing Address: PO Box 246
City: Pink Hill KState: NC Zip: 28572
Telephone Number: 252 SCS 1727 E,rt.Os E-mail: [e-mail]
5. Facility's Physical Address: 160 Farrowwood Rd
City: Warsaw
6. County where Facility is located: Dunlin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Bradley Sloan Thigpen
11, Lessee's Name (if there is not a Lessee, write "None"): p p n
12, Indicate animal operation type and number:
Current Permit: Operations Type
Operation Tvnes:
State: NC Zip: 28398
A 7 Linton
910-285-1357 Ext.
Murphy -Brown LLC
Phone No.: 910-293-4691
3to-376--a.let1
Allowable Count
Swine -Farrow to Wean 6,131
OIC it: 991806
Swine cattle 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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
TURNER-FI
ldf7
) qrp
483,576.00
67,568.00
Q0.2, d950--
TURNER-SI
/'f7
f"-t`Cc d
1,133,110.00
129,200.00
/j, i458
TURNER - S2
1,033,920.00
128,250.00
JO. 3 49.3u
TURNER - S3
i `'-`j
vn„fl,{
1,741,391.00
213,750.00
,"S 49:50 -
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143.215.10C(d) to the address below.
The CAWMP must include the following components:
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, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal®ncdenr.gov

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 I43-215.6A and 143-215.6B, 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
r / �A
Name: A L 1 e v1 Title: t2 /1 v1P8n ine fl Yu• m U- r •
Signature: Date: L/-/ -I S
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Go anor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Dirtctor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Tumer Fanns LLC
Tumer Farms, LLC
PO Box 246
Pink Hill, NC 28572
Subject: Application for Renewal of Coverage for Expiring State General Pennit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deu.nc.eov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and retumed by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and siened application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application fonn.
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 pennit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
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 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310057
Murphy -Brown LLC
:IE North Cawiina Department of Envronmenta&Quality 1 DiNsion of water Resources
�/y,-- t7eh 512 N. SalisburySt 1 1636 Mait Service Center Rate igh, Narth Carolina 27699-1636
.,..'—� 919.707.9000

WASTE UTILIZATION PLAN
Facility Number 31-57
Facility COC Number: AWS310057
Facility Name: Turner Sow Farm
Landowner's Name: 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 facility 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 2H.0217 adopted by the Environmental Management Commission.
NUP Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft., tons, etc.)
66 131 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 1.2
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:
Tract
Field
No.
Soil
Type
Table 1: ACRES OWNED BY PRODUCER
Crop
Lbs. N
Per Acre
Acres
Lbs. N
Utilized
Month of
Application
1
Autryville
Bermuda Sod
218
4.30
937.4
April - Sept
1
Autryville
Rygrass
87
4.30
374.1
Feb - Mar
2
Goldsboro
Bermuda Sod
218
13.67
2980.06
April - Sept
2
Goldsboro'
Ryegrass
87
13.67
1189.29
Feb - Mar
3
Autryville
Corn
104
19.70
2048.8
March - Sept
3
Autryville
Wheat
52
19.70
1024.4
Oct - Mar
4
Norfolk
Corn
131
16.97
2223.07
March - July
4
Norfolk
Wheat
75
16.97
1272.75
Sept - April
P 2
Autryville
Bermuda Sod
218
25.90
5646.2
April - Sept
P 2
Autryville
Ryegrass
87
25.90
2253.3
Feb - Mar
7
Autryville
Corn
104
13.22
1374.88
March - Sept
7
Autryville
Wheat
52
13.22
687.44
Oct - Mar
8
Norfolk
Corn
131
29.33
3842.23
March - July
8
Norfolk
Wheat
75
29.33
2199.75
Sept - April
P 1
Goldsboro
Bermuda Sod
218
43.17
9411.06
April - Sept
P 1
Goldsboro
Rygrass
87
43.17
3755.79
Feb - Mar
Season 1 Total
166.26
41,220.52
*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 expectation.
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 Act will require farmers in some eastern counties of North
Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft., tons, 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 1.2
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:
Tract
Field
No.
Soil
Type
Table 1: ACRES OWNED BY PRODUCER
Crop
Lbs. N
Per Acre
Acres
Lbs. N
Utilized
Month of
Application
1
Autryville
Bermuda Sod
218
4.30
937.4
April - Sept
1
Autryville
Rygrass
87
4.30
374.1
Oct - Dec
2
Goldsboro
Bermuda Sod
218
13.67
2980.06
April - Sept
2
Goldsboro
Ryegrass
87
13.67
1189.29
Oct - Dec
3
Autryville
Soybeans
100
19.70
1970
April - Sep 15
3
Autryville
Wheat
52
19.70
1024.4
Oct - Mar
4
Norfolk
Soybeans
137
16.97
2324.89
April - Sep 15
4
Norfolk
Wheat
75
16.97
1272.75
Sept - April
P 2
Autryville
Bermuda Sod
218
25.90
5646.2
April - Sept
P 2
Autryville
Ryegrass
87
25.90
2253.3
Oct - Dec
7
Autryville
Soybeans
100
13 22
1322
April - Sep 15
7
Autryville
Wheat
52
13.22
687.44
Oct - Mar
8
Norfolk
Soybeans
137
29.33
4018.21
April - Sep 15
8
Norfolk
Wheat
75
29.33
2199.75
Sept - April
P 1
Goldsboro
Bermuda Sod
218
43.17
9411.06
April - Sept
P 1
Goldsboro
Rygrass
87
43.17
3755.79
Oct - Dec
Season 2 Total
166.26 41,366.64
*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 expectation.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North
Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses
Nitrogen.
Page 2

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 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type
Per Acre* Utilized Application
* See footnote for Table 1.
Total
Totals from above Tables
Season 1 Acres
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
166.26
Lbs. N
Utilized
41,221
166.26
41,221
23,565
(17,655)
Season 2 Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
166.26
41,367
166.26
41,367
23,565
(17,802)
NOTE: The Waste Utilization Plan must contain provisions for periodic and applicaton 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
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Crop
Field
No.
Soil Type
Application
Rate (In/Hr
Application
Amount (In.
1,3,P2,7
Autryville
Corn, Wheat, Soybeans, Bermuda Sod, Rye Grass
0.6
1
2,P1
Goldsboro
Corn, Wheat, Soybeans, Bermuda Sod, Rye Grass
0.5
1
4,8
Norfolk
Corn,Wheat, Soybeans
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 Soil 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 row crops for grain and 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
Page 4

1
2
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.
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.
3 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 5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 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 Soil 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
Affiliation: Murphy Family Ventures, LLC
Address (Agency): PO Box 1139
Signature:
Wallace, NC 28466
Page 8

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Turner Sow Farm
AWS31 0057
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 Radius — 81.9'
End Gun — SR100 w/0.65" Nozzle
Pivot Pressure — 31.8 PSI
Total Flow — 350 GPM
(281 GPM Machine + 69 GPM EG)
h
I
cosi
Pivot 2
22.17 Ac. w/o End Gun
25.90 Ac. w/End Gun
End Gun Runs 51% of Time
002919
`SIGNECL
200' Setbacks
From Residences
GRAPHIC SCALE
500 0 250 500 1000
( IN FEET )
1 inch = 500 ft.
(Pivot design and installation by Quality Equipment)

B 4oic
Lindsay Sales _Service, LLC
iP1.U04-
S083997 QUALITY EQUIPMENT MURPHY FAMILY VENTURES
07 Dec 2016
350gpm 12.01 ace (full circle) Drive: Not specified
fir 1 2 3
37.5psi
6.39"
179'
PO-40052
SR100
12'
.4 psi (est.)
551' (21 acre) > �—r 0.0 ft
I L LJ t LLL L 1 i L LLL LLl I JJ
n
4
R3030G
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 clue 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
NUMBER OF TOWERS:
PIVOT PRESSURE:
TOTAL SYSTEM FLOW:
TOTAL PIPE LENGTH:
END GUN TYPE:
3
31.4 psi
350.0 gpm
551.5 FT
SR100
SYSTEM MANUFACTURER: LINDSAY
1 1799G265 SPAN 1,
2 1799G265 SPANS 2-
1 11-OH-90 OVERHANG,
DISCLAIMER
CUSTOMER: MURPHY FAMILY VENTURES
PO-40052
NOZZLE FILES: R3030G
FRICTION C-FACTOR: 140
FULL CIRCLE GPM / ACRE: 12.0
COVERAGE WITHOUT GUN: 554.5 FT
ADJ. END GUN RADIUS: 84.5 ft
FT PIPE ID
181.6, 6.39 in
3, 179.0, 6.39 in
11.9, 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

5083997 07 Dec 2016 LINDSAY , 3 TOWER, 350 gpm, 38 psi PAGE 2
- -OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER ---NOZZLE---
No Loc Sep Model Sprin Reg Del Model Plate SpNo.
- X PLUG 4
5 29.9 29.9 33.5 1.0 1.9 R3030 Green 1 #14 LIME
6 37.3 PLUG
7 44.8 14.8 33.4 1.3 1.9 R3030 Green 2 #14 LIME
8 51.8 PLUG
9 59.3 14.5 33.4, 1.5 1.9 R3030 Green 3 #14 LIME
10 66.6 PLUG
11 73.9 14.7 33.3 1.9 1.9 R3030 Green 4 #14 LIME
12 81.3 PLUG
13 88.8 14.8 33.3 2.2 2,3 R3030 Green 5 #15 LIME*
14 95.8 PLUG
15 103.3 14.5 33.2 2.6 2.6 R3030 Green 6 #16 LAVENDER
16 110.6 PLUG
17 117.9 14.7 33.1 3.0 3.2 R3030 Green 7 #18 GRAY
18 125.3 PLUG
19 132.8 14.8 33.1 3.3 3.2 R3030 Green 8 #18 GRAY
20 139.8 PLUG
21 147.3 14.5 33.D 3.8 4.0 R3030 Green 9 #20 TURQUOISE
22 154.6 PLUG
23 161.9 14.7 33.0 4.0 4.0 R3030 Green 10 #20 TURQUOISE
24 169.3 PLUG
25 176.8 14.8 32.8 5.0 5.2 R3030 Green 11 #23 YELLOW*
161.6 TOWER NO. 1 INLINE PRESSURE: 30.9 psi
PLUG 2
28 194.3 17.5 32.7 5.3 5.2 R3030 Green 12 #23 YELLOW*
29 201.6 PLUG
30 208.9 14.7 32.7 5.4 5.2 R3030 Green 13 #23 YELLOW*
31 216.3 PLUG
32 223.8 14.8 32.6 5.9 5.7 R3030 Green 14 #24 RED
33 230.8 PLUG
34 238.3 14.5 32.5 6.2 6.2 R3030 Green 15 #25 RED*
35 245.6 PLUG
36 252.9 14.7 32.4 6.6 6.7 R3030 Green 16 #26 WHITE
37 260.3 PLUG
38 267.8 14.8 32.3 6.7 6.7 R3030 Green 17 #26 WHITE
39 274.8 PLUG
40 282.3 14.5 32.2 7.2 7.1 R3030 Green 18 #27 WHITE*
41 289.6 PLUG
42 296.9 14.7 32.1 7.7 7.8 R3030 Green 19 #28 BLUE
43 304.3 PLUG
44 311.8 14.8 32.1 7.9 7.8 R3030 Green 20 #28 BLUE
45 318.8 PLUG
46 326.3 14.5 31.9 8.4 8.3 R3030 Green 21 #29 BLUE*
47 333.6 PLUG
48 340.9 14.7 31.8 8.9 8.8 R3030 Green 22 #30 DARK BROWN
49 348.3 PLUG
50 355.6 14.8 32.0 7.7 7.8 R3030 Green 23 #28 BLUE
360.6 TOWER NO. 2 INLINE PRESSURE: 30.6 psi
51 361.6 PLUG
52 365.8 10.0 32.3 5.5 5.7 R3030 Green 24 #24 RED
53 373.3 7.5 32.4 4.7 4.6 R3030 Green 25 #22 YELLOW

S083997 07 Dec 2016 LINDSAY , 3 TOWER, 350 gpm, 38 psi PAGE 3
----OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER ---NOZZLE---
No Loc Sep Model Sprin Reg Del Model Plate SpNo.
54 380.6 7.3 32.4 4.8 4.8 R3030 Green 26 #22 YELLOW
55 387.9 7.3 32.4 4.9 4.8 R3030 Green 27 #22 YELLOW
56 395.3 7.3 32.4 5.3 5.2 R3030 Green 28 #23 YELLOW*
57 402.8 7.5 32.4 5.2 5.2 R3030 Green 29 #23 YELLOW*
58 409.8 7.0 32.3 5.2 5.2 R3030 Green 30 #23 YELLOW*
59 417.3 7.5 32.3 5.4 5.2 R3030 Green 31 423 YELLOW*
60 424.6 7.3 32.3 5.6 5.7 R3030 Green 32 #24 RED
61 431.9 7.3 32.3 5.4 5.2 R3030 Green 33 #23 YELLOW*
62 439.3 7.3 32.3 5.8 5.7 R3030 Green 34 #24 RED
63 446.8 7.5 32.2 5.8 5.7 R3030 Green 35 #24 RED
64 453.8 7.0 32.2 5.9 5.7 R3030 Green 36 #24 RED
65 461.3 7.5 32.2 6.1 6.1 R3030 Green 37 #25 RED*
66 468.6 7.3 32.2 6.0 6.1 R3030 Green 38 #25 RED*
67 475.9 7.3 32.2 6.0 6.1 R3030 Green 39 #25 RED*
68 483.3 7.3 32.2 6.1 6.1 R3030 Green 40 #25 RED*
69 490.8 7.5 32.2 6.2 6.1 R3030 Green 41 #25 RED*
70 497.8 7.0 32.2 6.3 6.1 R3030 Green 42 #25 RED*
71 505.3 7.5 32.1 6.7 6.6 R3030 Green 43 #26 WHITE
72 512.6 7.3 32.1 6.6 6.6 R3030 Green 44 426 WHITE
73 519.9 7.3 32.0 6.7 6.6 R3030 Green 45 #26 WHITE
74 527.3 7.3 32.0 6.8 6.6 R3030 Green 46 426 WHITE
75 534.8 7.5 31.9 7.6 7.7 R3030 Green 47 #28 BLUE
539.6 TOWER NO. 3 INLINE PRESSURE: 30.4 psi
76 543.2 8.5
77 548.7 5.5
32.0 6.5 6.6 R3030 Green 48 #26 WHITE
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 Po1y02 (Length= 60.00 in)
GOOSENECK,SCH. 40,MXFEMALE 1191880
DROP, POLY PRO, MXM <Vari> 1349310 (Length= 60.00 in)
C0UPLER,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 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
GPM DEL. 32.1 83.2 139.6 95.4
DEV. 8% -1% -1% -3%
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow PSI In x Out ID
R3030G Rotator Green 1- 49 638A NONE
WATER APPLICATION DEPTH PER REVOLUTION REVOLUTION TIME TIME 112 HRS 124 HRS 1 36 HRS 148 HRS 160 HRS 172 HRS I
APPLICATION DEPTH' 0.32 I 0.64 I 0.96 I 1.27 I 1.59 I 1.91 1
(in) I 1 1 1 1 1 I
Percentage timer chart not included due to lack of data.

euc r Rtc'Ak et_ uc4
Lindsay Sales _Service, LLC
S083998 QULAITY EQUIPMENT MURPHY FAMILY VENTURES
07 Dec 2016
350gpm 7.56aPre (full circle)
fl 1
37.9psi
6,39"
— 160
PO-40053
Drive speed: 10.2 ft/min— SR100
(et
2 3 4
1 1
6.39" 6.39" 6.39"
179' - >E 179' > < 179' — 23'
DISCLAIMER
0.5 psi (est.)
719' (37 acre) 0 0 ft
n
W
R3030G
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: 5083998
DATE: 07 Dec 2016
DEALER: QULAITY EQUIPMENT CUSTOMER: MURPHY FAMILY VENTURES
P0-40053
NUMBER OF TOWERS:
PIVOT PRESSURE:
TOTAL SYSTEM FLOW:
TOTAL PIPE LENGTH:
END GUN TYPE:
4
31.8 psi
350.0 gpm
719.5 FT
SR100
SYSTEM MANUFACTURER: LINDSAY
1 1579G265 SPAN 1,
3 1799G265 SPANS 2-
1 22-OH-90 OVERHANG,
DISCLAIMER
NOZZLE FILES: R3030G
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
4, 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

5083998 07 Dec 2016 LINDSAY , 4 TOWER, 350 gpm, 38 psi
PAGE 2
----OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER ---NOZZLE---
No Loc Sep Model Sprin Reg Del Model Plate SpNo.
PLUG 4
5 29.9 29.9 33.9 1.0 2.0 R3030 Green 1 #14 LIME
PLUG 2
8 51.8 21.8 33.8 1.4 1.9 R3030 Green 2 #14 LIME
PLUG 2
11 73.8 22.0 33.7 1.4 1.9 R3030 Green 3 #14 LIME
12 81.3 PLUG
13 88.6 14.8 33.7 1.4 1.9 R3030 Green 4 #14 LIME
14 95.9 PLUG
15 103.3 14.7 33.7 1.6 1.9 R3030 Green 5 #14 LIME
16 110.8 PLUG
17 117.8 14.5 33.6 1.8 1.9 R3030 Green 6 #14 LIME
18 125.3 PLUG
19 132.6 14.8 33.6 2.0 1.9 R3030 Green 7 014 LIME
20 139.9 PLUG
21 147.3 14.7 33.5 2.6 2.6 R3030 Green 8 #16 LAVENDER
22 154.8 PLUG
159.6 TOWER NO. 1 INLINE PRESSURE: 31.4 psi
23 160.6 PLUG
24 164.8 17.5 33.4 2.8 2.9 R3030. Green 9 #17 LAVENDER*
25 172.3 PLUG
26 179.6 14.8 33.4 2.8 2.9 R3030 Green 10 #17 LAVENDER*
27 186.9 PLUG
28 194.3 14.7 33.3 2.9 2.9 R3030 Green 11 #17 LAVENDER*
29 201.8 PLUG
30 208.8 14.5 33.3 3.3 3.2 R3030 Green 12 #18 GRAY
31 216.3 PLUG
32 223.6 14.8 33.2 3.6 3.6 R3030 Green 13 #19 GRAY*
33 230.9 PLUG
34 238.3 14.7 33.2 3.7 3.6 R3030 Green 14 #19 GRAY*
35 245.8 PLUG
36 252.8 14.5 33.1 4.0 4.0 R3030 Green 15 #20 TURQUOISE
37 260.3 PLUG
38 267.6 14.8 33.0 4.2 4.3 R3030 Green 16 #21 TURQUOISE*
39 274.9 PLUG
40 282.3 14.7 33.0 4.3 4.3 R3030 Green 17 #21 TURQUOISE*
41 289.8 PLUG
42 296.8 14.5 33.0 4.5 4.3 R3030 Green 18 #21 TURQUOISE*
43 304.3 PLUG
44 311.6 14.8 32.8 5.0 5.2 R3030 Green 19 #23 YELLOW*
45 318.9 PLUG
46 326.3 14.7 32.8 5.4 5.2 R3030 Green 20 #23 YELLOW*
47 333.8 PLUG
338.6 TOWER NO. 2 INLINE PRESSURE: 31.0 psi
48 339.6 PLUG
49 343.8 17.5 32.6 6.1 6.2 R3030 Green 21 #25 RED*
50 351.3 PLUG
51 358.6 14.8 32.7 5.5 5.7 R3030 Green 22 #24 RED
52 365.9 PLUG
53 373.3 14.7 32.6 5.6 5.7 R3030 Green 23 #24 RED
54 380.8 PLUG

S083998 07 Dec 2016 LINDSAY , 4 TOWER, 350 qpm, 38 psi PAGE 3 ,
----OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER ---NOZZLE---
No Loc Sep Model Sprin Reg 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
61 431.8 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 28 426 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 TURQUOISE*
78 552.3 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 4.6 R3030 Green 40 #22 YELLOW
82 581.6 7.3 32.5 4.4 4.3 R3030 Green 41 #21 TURQUOISE*
83 588.9 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 #23 YELLOW*
91 647.8 7.5 32.5 4.9 4.8 R3030 Green 50 #22 YELLOW
92 654.8 7.0 32.4 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
99 708.5 7.5
100 715.8 7.3
32.3 6.1 6.1 R3030 Green 57 #25 RED*
32.3 5.6 5.7 R3030 Green 58 #24 RED
32.0 7.8 7.7 R3030 Green 59 #28 BLUE

S083998 07 Dec 2016 LINDSAY , 4 TOWER, 350 gpm, 38 psi
----OUTLET---- -REG- PSI
No Loc Sep Model Sprin Reg Del Model Plate SpNo.
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED ARC: 170°)
719.5 * 30.5 65.6 69.3 SR100
PAGE 4
----SPRINKLER ---NOZZLE---
.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
SPAN # 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
R3030G Rotator Green 1- 59 638A NONE

5083998 07 Dec 2016 LINDSAY , 4 TOWER, 350 gpm, 38 psi
DEALER:
PERCENTAGE TIMER REPORT
QULAITY EQUIPMENT
SYSTEM MANUFACTURER:
TOTAL PIPE LENGTH:
TOTAL SYSTEM FLOW:
Motor Speed:
Center Drive
Nominal Tire
Ground Speed
Speed:
Size:
CUSTOMER: MURPHY FAMILY VENTURES
PO-40053
PAGE 51
LINDSAY END GUN RADIUS: 81.9 ft
719.5 FT IRRIGATED AREA: 46.3 acre
350.0 gpm
1725 RPM
43 RPM
14.9 x 24
(tabulated) at 100% Timer : 10.2 ft/min
WATER APPLICATION DEPTH PER REVOLUTION
Water
Application
(in)
Timer
Setting
(%)
Last Tower
Ground Speed
(ft/min)
Time Per
Revolution
(hrs)
0.12
0.13
0.15
0.17
0.18
0.20
0.22
0.24
0.27
0.30
0.34
0.40
0.48
0.60
0.80
1.00
1.33
1.99
3.98
100.0
90.0
80.0
70.0
65.0
60.0
55.0
50.0
45.0
40.0
35.0
30.0
25.0
20.0
15.0
12.0
9.0
6.0
3.0
10.20
9.18
8.16
7.14
6.63
6.12
5.61
5.10
4.59
4.08
3.57
3.06
2.55
2.04
1.53
1.22
0.92
0.61
0.31
7.15
7.95
8.94
10.22
11.00
11.92
13.00
14.30
15.89
17.88
20.43
23.84
28.61
35.76
47.68
59.60
79.46
119.20
238.39
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.

S083998 07 Dec 2016 LINDSAY , 4 TOWER, 350 gpm, 38 psi PAGE 6
-PART NUMBER AND SHIPPING SUMMARY -
SHIP SYSTEM
PART N0. QTY QTY DESCRIPTION
1603591 59 59 R3000 Cap/Plate Assy GREEN
1609129 59 59 BODY ASSY,NELSON R/53030
1609141 7 7 NOZ,NEL,3030,#14, 7/64 ,LIME
1609143 1 1 NOZ,NEL,3030,#16, 1/8,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 NOZ,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,PLASTIC,SQ.HD.,3/4"NPT (default)
1128529 59 59 M X ST Adapter

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC dba Smithfield Hog Production
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturers specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

D). Application and Handling Equipment
Check the appropriate box
o Existing 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 facility 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).
o New, expanded, or existing facility without existing waste application equipment for land spreading not using spray
irrigation. (WUP or I)
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 Hog Prod. Date Work Completed: 9/11/2017
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: [phone]
Signature: Date: 94/7
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD,
SI, WUP, RC or I)
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 Farm
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
I (we) certify that I (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: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC - September 18, 2006 3

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Facility: Turner - 003851
Phone Number:
911 Address:
[phone]
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 mis 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)
Office# Mobile#
1) Ellis R. Costin 910-293-4691 [phone]
Home#
2) Bradley Thigpen [phone]
3) Kendall Huffman
[phone] [phone]
4) A.J. Linton (910) 271-036
5) Keith Hall
910-285-7003 [phone]
5) Greg Wulf 910-285-7002
6) Terry Tate
[phone] [phone]
[phone] [phone]
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
2) Keith Hall
Office# Mobile#
910-293-4691 [phone]
Home#
910-285-7003 (910)-271-8156
3) Jimmy Gainey-SFD (910)-385-4876
4) Greg Wulf (910)-285-7002
5) Terry Tate
[phone] [phone]
[phone] [phone]
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) Keith Hall
3) Mike Brown
4) Ambulance
5) Fire Dept
Office# Mobile#
910-293-4691 [phone]
Home#
910-285-7003 910-271-8156
[phone] [phone]
911
911
6) Police/Sheriff Dept 911
7) (Area) Hospital - Vidant [phone]
8) (Area) Clinic- Dr. Ricci [phone]
9) Poison Control [phone]
10) Highway Patrol [phone]
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 farrowing #1, between G3 & F3, Top of F4,
Location of main gas shut off: between F5 & F6.
Electric Company:
Duke Progress Phone # : [phone]
Account/Meter # : 7465371743

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters
—/ Liquid Systems
• Accumulation of solids 4r Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
[3/Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids
Q"Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
growth
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed ❑ Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal ❑ Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
❑ Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal ❑ Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause BMPs to Minimize Odor
• Swine production Er Vegetative or wooded buffers
Recommended best management practices
21/ Good judgment and common sense
Site Specific Practices
Animal body
surfaces
• Dirty manure -covered
animals
Dry floors
Floor surfaces
• Wet manure -covered floors
EY Slotted floors
E7 Waterers located over slotted floors
d Feeders at high end of solid floors
d Scrape manure buildup from floors
❑ Underfloor ventilation for drying
Manure collection • Urine
pits
• Partial microbial
decomposition
0 Frequent manure removal by flush, pit recharge,
or scrape
❑ Underfloor ventilation
Ventilation exhaust • Volatile gases
fans
• Dust
a -Fan maintenance
R Efficient air movement
Indoor surfaces
• Dust
Ca' Washdown between groups of animals
❑ Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon 0
liquid while tanks are filling 0
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0
conveyance
AMOC - November 11, 1996, page 1
Underfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Cause
• Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
O Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations
• Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater
at lagoon conveyance
O Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
CT -Proper lagoon liquid capacity
PVCorrect lagoon startup procedures
0 Minimum surface area -to -volume ratio
Cif Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
frIrrigate on dry days with little or no wind
2' Minimum recommended operating pressure
D/Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
O Soil injection of slurry/sludges
❑ Wash residual manure from spreader after use
❑ Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
❑ Soil injection of slurry/sludges
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition
O Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
O Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
5( Grade and landscape such that water drains away
from facilities
Manure tracked onto
public roads from
farm access
• Poorly maintained access
roads
Farm access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 RuleBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

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.
P imary Secondary Routine Mortality
n El,
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.
n n Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
138 .0200.
® n Rendering at a rendering plant licensed under G.S. 106-168.7.
n n Complete incineration according to 02 NCAC 52C .0102.
7 El 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.
I I -1 In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
I NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El �I Any method which, in the professional opinion of the State Veterinarian', would make possible
I 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).
n
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES 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.
gnature of of Farm Owner/Manager
Signature of Technical Specialist
-/5---/y'
Date
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
MOO 202041513
2

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
M00202041514
3

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 / 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.
• Locate 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
MO0202041516 I

• 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.
6
MO0202041517 1

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.
7
M00202041518

Grower: Turner Sow Oldest lagoon
Address: P.O. Box 759
Warsaw, NC 28398 Lyon g
County: Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
4.0�
Farm Population:
Nursery: 0
Finishing: , .11.000'Hd.
Farrow to weanling:..... --••..... ----- ! (id' 1..$486 Hd.
Farrow to feeder: 0
Farrow to finish: 0
Boars: 0
Storage Period: 180 Days
25 Yr. / 24 Hr Storm Event 7.5 In,
"Heavy Rain" Factor Not Applicable 7.5 In.
Rainfall in Excess of Evaporation 7.0 In.
Additional Water Usage: 0
Additional Drainage Area: 0
06/10/04
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. 1996? (Y/N) Y
Is Drain 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: 3 :1 (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
Temporary
Permanent =
Total Volume
80750 (Cu.Ft.) 81,055 (Cu.Ft.)
262294 (Cu.Ft.) 269,193 (Cu.Ft.)
765448 (Cu.Ft.) 782,863 (Cu.Ft.)
1,108,492 (Cu.Ft.) 1,133,110 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
100.38%
102.63%
102.28%
102.22%
1.8 Ft,
129,200 S.F.
Murphy -Brown, LLC Engineering
6Z0/910II
P.O. Box 856, Warsaw, NC 28398 [phone]
TWN'TNAt 9ETEE6ZOT6 XVd 9T:9T nu 800Z/ZT/90

Grower: Turner Sow Oldest lagoon
Address: P.O. Box 759
Warsaw, NC 28398
County: Duplin
LAGOON S'
Elevation (FT.)
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
Designed By: KBW
Checked By: DSE
Date: 06/10/04
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
1AGE-AREA VOLUMES
Contour
Area (SF)
82,544
86,036
89,600
93,236
96,944
100,724
104,576
108,500
112,496
116,564
120,704
124,916
129,200
Incr. VoIjCu. FT)
84,290
87,818
91,418
95,090
98,834
102,650
106,538
110,498
114,530
118,634
122,810
127,058
Cumul. Vol. (Cu. FT)
84,290
172,108
263,526
358,616
457,450
560,100
666,638
777,136
891,666
1,010,300
1,133,110
1,260,168
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,108,492 CF
END PUMP = _ _ = 98.05 FT
START PUMP = _ : 100.34 FT
MAX STORAGE = 101.00 FT
CUMULATIVE VOL.
782,863 CF TR'MT
1,052,055 CF TEMP
1,133,110 CF STORM
ZONE VOL. 102.22%
782,863 102.28%
269,193 102.63%
81,055 100.38%
Murphy -Brown, LLC Engineering
6Z0/LTO �1
P.O. Box 856,Warsaw, NC 28398 [phone]
T31N1U1 8ET££6ZOT6 INA 9T:9T 0111 800Z/ZT/90

Grower: Turner Sow Oldest lagoon
Address: P.O. Box 759
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 06/10/04
Sheet 3of7
MINIMUM REQUIRED VOLUME CALCULATIONS
PermanentStoraye:
Required
Sludge Sto
nima ype opacity ALW a (cu.ft./Ib) a Total
Nursery
0
30
1.00
0
Finishing
1,000
135
1.00
135,000
Farrow to weanling
1,456
433
1.00
630,448
Farrow to feeder
0
522
1,00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
765,448
coma ype apac ty cu. t./(6 = otal
Nursery
0
30
0.00
0
Finishing
1,000
_ 135
0.00
0
Farrow to weanling
1,456
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary S orage Volume:
Manure Production:
An mal Type apaaty to. erio . ay = o a
Nursery
0
180
0.30
0
Finishing
1,000
180
1.37
246,600
Farrow to weanling
1,456
180
4.39
1,151,618
Farrow to feeder
0
180
5.30
0
Farrow to finish _
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,398,218
186,928
'Animal Type Capacity ° Sto. Period d./day} = Total
Nursery
0
180
0.00
0
Finishing
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.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O, Box 856, Warsaw NC 28398
[phone]
6Z0/9Tot'
TNN'RUt 8ET£E6Z0T6 XVd 9T:9T Itttd. 900Z/ZT/90

Grower: Turner Sow Oldest lagoon
Address: P.O. Box 759
Warsaw, NC 28398
County: Duplln
Designed By:
Checked By:
Date:
Sheet 4 of 7
KBW
DSE
06/10/04
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 12in./ft
Vol.- (129200 sq.ft. a• 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area 4- Add' Drainage Area) * 25Yr./24Hr. Storm(in) / 12inift.
Vol,= (129200 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft,
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area +Addfl Drainage Area) *"Heavy Rain" Factor (in) / 12in,ft.
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. / 24 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) =
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME =1108492 (CU.FT.)
75,367
80,750
80,750 (CU.FT)
262,294 (CU.FT)
765,448 (CU.FT)
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]
6Z0/6T0 [
TWN12IM 9£T££6ZOT6 Xvd LT:9T Mil 900Z/ZT/90

Grower: Turner Sow Oldest lagoon Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Warsaw, NC 28398 Date: 06/10/04
County: Duplin Sheet 5 of 7
t
LAGOON. DESIGN SUMMARY
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
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 Depths:
TOTAL DESIGN VOLUME = 1133110 (CU.FT.)
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.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]
6ZO/OZOIj
TNNIHA 9£TEE6ZOT6 XVd LT:9T MI 900Z/ZT/90

O
ti
0
06/12/2008 THU 16:17 FAX [phone] VVRLNM1
Grower:
Address:
County:
Turner Sow Oldest lagoon
P.O. Box 759
Warsaw, NC 28398
Duplin
Designe KBW
Checker DSE
Date: 06/10/04
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 102.00
/ 1
/ \
/ \
STRT PMP EL.= 100.34 \
END PMP EL. = 98.05
TOP OF STORM ELEV = 101.00
TOP OF TEMP STORAGE ELEV = 100.34
TOP OF TREAT ELEV = 98.05
FINISHED BOTTOM ELEV = 90.00
/
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 (910 293-3434

c , o / 1-//7P/QQse rc:Rrrnce
Grower:
Address:
County:
Turner Sow Oldest lagoon
P.O. Box 759
Warsaw, NC 28398
Duplin
Designed By:
Checked By:
Date:
Sheet 7 of 7
KBW
DSE
06/10/04
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 Plan
DESIGNED: X
DATE:
COMMENTS:
SEAL
023994
(3 r'er7LI ` ry r F j�
c�Y°c„ , vc�n CoY��n o �'G�cs�'"�' i'oj(,� C'Grreni'
D (Sr/{i A a/CPr P1 r{ zrd
n''rCOA.C7t/clr1vn �arrticA2c( ct eo/✓ I'fro/95-
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]
6z0/zzol7j
TNN1UM BETEE6ZOT6 XVd LT:9T [MI 800Z/ZT/90

Grower: Turner Sow Farm (Rect.'Lagoon) Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 06/04/04
County: Duplin t-e.5bo 3 Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
Not Applicable
0
0
1746 Hd.
0
0
0
110 Days
7.5 In,
7.5 In.
7.0 In.
0
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. 1996? (Y/N) Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) N
Seasonal High Water Table 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: - 450.0 Ft.
Inside Top Width: 285.0 Ft.
Top of Dike Elevation: Depth 50.00 Ft.
Finished Bottom Elevation: 11.00 Ft. 39.00 Ft.
Start Pump Elevation: 20.28 In. 48.31 Ft.
Stop Pump Elevation: 39.48 In. 46.71 Ft.
LAGOON VOLUME REQUIRED VOL.
Storm Star =
Temporary
Permanent =
Total Volume =
DESIGN VOLUMES % REQ'D.
80156 (Cu.Ft.) 83,990 (Cu.Ft.)
187639 (Cu.Ft.) 188,041 (Cu.Ft.)
756018 (Cu.Ft.) 761,889 (Cu.Ft.)
1,023,813 (Cu.Ft.) 1,033,920 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
104.78%
100.21%
100.78%
100.99%
1,6 FL
128,250 S.F.
Murphy -Brown, LLC Engineering
6Z0/600 Ij
P.O. Box 856 ,Warsaw, NC 28396
[phone]
TpmnaM 9£TEE6Z0T6 XVd 6T:9T ItH.L 9o0Z/ZT/90

Elevation (FT."
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
Grower: Turner Sow Farm (Rect. Lagoon)
Address: P.O. Box 759
Rose Hill, NC 28458
County: Duplin
ACTUAL DESIGN VOLUME
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
84,096
87,750
91,476
95,274
99,144
103,086
107,100
111,186
115,344
119,574
123,876
128,250
Designed By: RBW
Checked By: DSE
Date: 06/04/04
Sheet 2 of 7
CALCULATIONS
Incr. Vol. (Cu. FT)
85,923
89,613
93,375
97,209
101,115
105,093
109,143
113,265
117,459
121,725
126,063
Cumul. Vol. (Cu. FT)
85,923
175,536
268,911
366,120
467,235
572,328
681,471
794,736
912,195
1,033,920
1,159,983
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,023,813 CF
END PUMP = = =
START PUMP = _
MAX STORAGE =
46.71 FT
48.31 FT
49.00 FT
CUMULATIVE VOL.
761,889 CF TR'MT
949,930 CF TEMP
1,033,920 CF STORM
ZONE VOL. 100.99%
761,889 100.78%
188,041 100.21%
83,990 104.78%
Murphy -Brown, LLC Engineering P.O. Box 858, Warsaw, NC 28398
[phone]
6ZO/OTOI(j TIfNTHA1 BETE£6ZOT6 rid ST 9T [1HJ, 900Z/ZT/90

Grower: Turner Sow Farm (Rect. Lagoon)
Address: P.O. Box 759
Rose Hill, NC 28458
County: Duplin
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Designed By: KBW
Checked By: DSE
Date: 06/04/04
Sheet 3 of 7
Animal Type Capacity ALW ° (cu.ft./Ib)
= TotalI
Nursery
0
30
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
1,746
433
1.00
756,018
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Sludge Sto
Total Required Treattnent Volurne (cu. ft )=
mina! Type Capacity AL cu.ft. Ib
= Total
Nursery
0
30
0.00
(7
Finishing
0
135
0.00
0
Farrow 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
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Pr
Excess Fr
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
110
0.30
0
Finishing
0
110
1.37
0
Farrow to weanling
1,746
110
4.39
843,940
Farrow to feeder
0
110
5.30
0
Farrow to finish
0
110
14.38
0
Boars
0
110
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
112,826
!Animal Type Capacity' Sto. Period d./day) = Total
Nursery
0
110
0.00
0
Finishing
0
110
0.00
0
Farrow to weanling
1,746
110
0.00
0
Farrow to feeder
0
110
0.00
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.)=
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]
6ZO/TT0II
TwwIHM 8£T££6Z0T6 XVd 9T:9T am 800Z/ZT/90

Grower: Turner Sow Farm (Rect. Lagoon)
Address: P.O. Box 759
Rose Hill, NC 28458
County: Duplin
Temporary Storage Volume: (Cont.).
Designed By:
Checked By:
Date:
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12inift
Vol.= (128250 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'I Drainage Area) * 25Yr./24Hr. Storrn(in) / 12in./ft.
Vol.= (128250 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (In) / 12in./ft.
Vol.= (128250 sq.ft + 0 sq.ft.) * 7.5 In. /12 in./ft.
Total Required Volume for "Heavy Rain"
(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)
TOTAL REQUIRED VOLUME = 1023813 (CU.FT.)
KBW
DSE
06/04/04
74,813
80,156
80,156 (CU.FT)
187,639 (CU.FT)
756,018 (CU.FT)
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]
6Z0/ZTOP1 TIVTRIM 8ET££6Z0T6 %Vd ST:9T f]HZ 800Z/ZT/90

Grower: Turner Sow Farm (Rect. Lagoon) Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 06/04/04
County: Duplin 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 "Heavy 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 Depths:
TOTAL DESIGN VOLUME = 1033920 (CU,FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Murphy -Brown, LLC Engineering
50.00 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 I-I:V
128,250 SF
1.6 FT.
1,00 FT.
110 Days
7.7 FT.
1.6 FT.
1.7 FT.
11.0 FT.
P.O. Box 856, Warsaw NC 28398 [phone]
6Z0/£TO E1 TIVMtIM 8£T££6ZOT6 TVA 9T:9T HHZ 800Z/ZT/90

N
0
0
51
06/12/2008 THU 16:16 FAX [phone] WRLNM1
Grower:
Address:
County:
Turner Sow Farm (Rect. Lagoon)
P.O. Box 759
Rose Hill, NC 28458
Duplin
ZONE ELEVATIONS
TOP OF DIKE ELEV = 50.00
Designe KBW
Checker DSE
Date: 06/04/04
Sheet 6 of 7
STRT PMP EL.= 48.31
END PMP EL. = 46.71
6
TOP OF STORM ELEV = 49.00
TOP OF TEMP STORAGE ELEV = 48.31
TOP OF TREAT ELEV = 46.71
FINISHED BOTTOM ELEV = 39.00
/
f
SHWT = 37.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Turner Sow Farm (Rect. Lagoon) Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 06/04/04
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 Plan
DESIGNED:
DATE:
COMMENTS:
This certification is verification of capacity for current animal type.
Please reference original certification of construction (attached). A..iCca
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]
6Zo/9TOlj
MINIM 8£T££6ZOT6 XVd 9T:9T RILL 800Z/ZT/90

Grower:
Address:
County:
Turner Sow Farm (Newest Lagoon)
P.O. Box 759
Rose Hill, NC 28458
Duplin
ANAEROBIC
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
WASTE LAGOON DESIGN
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)
(Y/N) --- --
(Y/N)
(Y/N)
LAGOON VOLUME REQUIRED VOL.
Storm Stor=
Temporary =
Permanent =
Total Volume =
133594 (Cu.Ft.)
401489 (Cu.Ft.)
1133470 (Cu.Ft.)
1,668,552 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
Depth
10.50 Ft.
20.28 In.
45.6 In.
DESIGN VOLUMES
141,805 (Cu.Ft.)
419,639 (Cu.Ft.)
1,179,947 (Cu.Ft.)
1,741,391 (Cu.Ft.)
N
N
Y
N
06/04/04
nil
400— d.
0
2590-Nd. at).
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
37.00 Ft.
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
475.0 Ft.
450,0 Ft.
50.00 Ft.
39.50 Ft.
48.31 Ft.
46.20 Ft.
% REQ'D.
106.15%
104.52%
104,10%
104.37%
1.5 Ft.
213,750 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856,Warsaw, NC 28398
[phone]
6Z0/ZOOPI TitN'IN�tt 8£TEE6ZOT6 XVa CT:9T MI 900Z/ZT/90

Grower: Turner Sow Farm (Newest Lagoon)
Address: P.O. Box 759
Rose Hill, NC 28458
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 06/04/04
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FTC, Area (SF), Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
39.50 159,444
40.00 161,850 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 1,336,767
48.00 202,794 200,109 '1,535,876
49.00 208,236 205,515 1,741,391
50.00 213,750 210,993 1,952,384
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,668,552 CF
END PUMP = = =
START PUMP = =
MAX STORAGE =
46,20 FT
48.31 FT
49.00 FT
CUMULATIVE VOL.
1,179,947 CF TR'MT
1,599,585 CF TEMP
1,741,391 CF STORM
ZONE VOL. 104.37%
1,179,947 104.10%
419,639 104.52%
141,805 106,15%
Murphy -Brown, LLC Engineering
P,O. Box 856, Warsaw, NC 28398
[phone]
6Z0/£00V] TIYM72IM 9ETV £6ZOT6 XVA ET:9T BILL 900Z/ZT/90

Grower: Turner Sow Farm (Newest Lagoon)
Address: P.O. Box 759
Rose Hill, NC 28458
County: Duplin
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required T
Sludge Sto
Designed By: KBW
Checked By: DSE
Date: 06/04/04
Sheet 3 of 7
Animal Type-Lapa'city * ALW (cu.ft./Ib)
= Total
Nursery
400
30
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
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Y%M1
Total Required Treatment Volume (cu. ft )_
Animal Type Capacity �-- ALW —* (cu.ft.11b)
= Total
Nursery
400
30
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
2,590
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
r
Boars
0
400
0.000
Total Required Sludge Storage Volume (cu. tt.)-
Temporary S orage Volume:
Manure Pr
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
400
180
0.30
21,920
Finishing
0
180
1.37
0
Farrow to weanling
2,590
180
4.39
2,048,552
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Excess Fre
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
276,801
mma Type Capacity * Sto. Period d./day = Total
Nursery
400
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
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 (tuft.)=
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]
620/V00 0
TWWN(Ndt 9£TEE6ZOT6 XVd ET:9T f1HS, 900Z/ZT/90

Grower:
Address:
County:
Turner Sow Farm (Newest Lagoon)
P.O. Box 759
Rose Hill, NC 28458
Duplin
Designed By:
Checked By:
Date:
Sheet 4 of 7
KBW
DSE
06/04/04
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (213750 sq.ft. + 0 sq.ft.) * 7 in, /12 in./ft,
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)" 25Yr./24Hr. Storm(in) / 12in./ft,
Vol.= (213750 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storrs Event (cu.ft)-
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addtl Drainage Area) " "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (213750 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. / 24 Hr. Storrn + "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.)
124,688
133,594
133,594 (CU.FT)
401,489 (CU.FT)
1,133,470 (CU.FT)
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]
6Z0/900Ij TWNTBM 8£T££6ZOT6 XVd 6T:9T MI 800Z/ZT/90

Grower: Turner Sow Farm (Newest Lagoon) Designed By: KBW
Address: P.O. Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 06/04/04
County: Duplin 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 "Heavy 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 Depths:
TOTAL DESIGN VOLUME = 1741391 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Murphy -Brown, LLC Engineering
50.00 FT.
Not AI Applicable
49.00 ET,
Not Applicable
48.31 FT.
46.20 FT.
Not Applicable
37.00 FT.
39.50 FT.
475.00 FT.
450.00 FT.
H:V
213,750 SF
1.5 FT.
1.00 FT.
180 Days
6.7 FT.
2.1 FT.
1.7 FT.
10.5 FT.
P.O. Box 856, Warsaw NC 28398 [phone]
6Z0/900t_i
-WPM 8£T££6ZOT6 rid 6T:9T ❑H.L 800Z/ZT/90

06/12/2008 THU 16:14 FAX [phone] NRLNM1
Grower:
Address:
County:
Turner Sow Farm (Newest Lagoon)
P.O. Box 759
Rose Hill, NC 28458
Duplin
ZONE ELEVATIONS
TOP OF DIKE ELEV = 50.00
Des igne KBW
Cheekec DSE
Date: 06/04/04
Sheet 6 of 7
STRT PMP EL.= 48.31
END PMP EL. = 46.20
TOP OF STORM ELEV = 49.00
TOP OF TEMP STORAGE ELEV = 48.31
TOP OF TREAT ELEV = 46.20
\ /
\ /
1
\ /
FINISHED BOTTOM ELEV = 39.50
/
SHWT = 37.00
Murphy -Brown, LLC Engineering
P,O, Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Turner Sow Farm (Newest Lagoon)
P.O. Box 759
Rose Hill, NC 28458
Duplin
Designed By:
Checked By:
Date:
Sheet 7 of 7
KBW
DSE
06/04/04
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.
DESIGNED:
DATE:
COMMENTS:
NOTE: See attached Waste Utilization Plan
..--
This certification is verification of capacity for current animal type.
Please reference original certification of construction (attached).
/01,61
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]
6Z0/80ofdj
TJ'N'RIM 9ETEE6ZOT6 XVd 4T:9T ❑ILL 800Z/ZT/90

Grower:
Address:
County:
Turner Sow Temp. Storage Above SHWT Designed
P.O. Box 759 (Old MMO finisher lagoon)Checked
Warsaw, NC 28398
Duplin (,
ANAEROBIC WASTE LAGOON DESIG
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to 9/96?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
(Y/N)
(Y/N)••
(Y/N)-
Top of Dike Elevation:
Finished Bottom Elevation:
Start Purnp Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Star =
Temporary =
Permanent =
Total Volume =
Press ALT-C to Download
contour areas see sheet 4 of 12...
Depth
10.50 Ft.
20.16 In.
96 In.
REQUIRED VOL.
42230 (Cu.Ft.)
334776 (Cu.Ft.)
0 (Cu.Ft.)
377,006 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
DESIGN VOLUMES
42,788 (Cu.Ft.)
336,998 (Cu.Ft.)
103,790 (Cu.Ft.)
483,576 (Cu.Ft.)
By: KBW
By: DSE
Date:
Sheet 1 of 7
N 2nd STAGE
Y
N
N
06/11/04
494 Hd.
79 \Hd. 6a13
0
0
0
82 Days
7.5 In.
7.5 In.
7 In.
0
0
93.00 Ft.
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
0.0
0.0
101.00 Ft.
90.50 Ft.
99.32 Ft.
93.00 Ft.
% REQ'D.
101.32%
100.66%
128.27%
40 mil HDPE
67,568 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw, NC 28398
[phone]
620/C2OII T621121M 9CTCC62OT6 XVd LT:9T MI 800Z/ZT/90

Grower: Turner Sow Temp. Storage Above SHWT
Address: P.O. Box 759 (Old MMO finisher lagoon)
Warsaw, NC 28398
County: Duplin
LAGOON ST
Elevation (FT.)
90.50
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
"Designed By: KBW
Checked By: DSE
Date: 06/11/04
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
AGE -AREA VOLUMES
Contour
Area (SF)
38,451
39,652
42,114
44,649
47,258
49,940
52,694
55,523
58,424
61,399
64,447
67,568
Incr. Vol. (Cu. FT)
19,526
40,883
43,382
45,954
48,599
51,317
54,109
56,974
59,912
62,923
66,008
Cumul. Vol. (Cu. FT)
19,526
60,409
103,790
149,744
198,343
249,660
303,768
360,742
420,653
483,576
549,584
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 3,145,176 CF
CUMULATIVE VOL.
ZONE VOL. 128.27%
END PUMP = = = =
START PUMP = =
MAX STORAGE =
93.00 FT
99.32 FT
100.00 FT
103,790 CF TR'MT
440,789 CF TEMP
483,576 CF STORM
103,790
336,998 100.66%
42,788 101.32%
Murphy -Brown, LLC Engineering
6Z0/DZOVI
P.O. Box 856 ,Warsaw, NC 28398
[phone]
TNN12IM 8£T£E6Z0T6 Xvd 8T:9T BILL 800Z/ZT/90

Grower: Turner Sow Temp. Storage Above SHWT
Address: P.O. Box 759 (Old MMO finisher lagoon)
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 06/11 /04
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS 2nd STAGE
Temporary Storage Volume:
Manure Pr
Animal Type Capacity " Sto. Period diday) = Total
Nursery
400
82
0.30
9,986
Finishing
1,000
82
1,37
112,340
Farrow to weanling
5,792
82
4,39
2,086,974
Farrow to feeder
0
82
5.30
0
Farrow to finish
0
82
14.38
0
Boars
0
82
4.06
0
Total Manure Production (gals.): --
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,209,300
295,361
Animal Type """CapacW9 " Slo. Period diday) = Total
Nursery
400
82
0.00
0
Finishing
1,000
82
0.00
0
Farrow to weanling
5,792
82
0.00
0
Farrow to feeder
0
82
0.00
0
Farrow to finish
0
82
0.00
0
Boars
0
82
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
0
0
[phone]
6Z0/9ZOfT TPlTDIM 9ET£E6ZOT6 XVd ST:9T fat 800Z/ZT/90

Grower: Turner Sow Temp. Storage Above SHWT Designed By: KBW
Address: P.O. Box 759 (Old MMO finisher lagoon) Checked By: DSE
Warsaw, NC 28398 Date: 06/11/04
County: Duplin Sheet 4 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS. 2ND STAGE (CONT.)
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) " Rainfall / 12in./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. (cu.ft.)=
39,415
Storm Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) *25Yr./24Hr. Storm(in) / 12in,ft.
Vol.= (0 sq.ft + 67568 sq.ft. + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)- 42,230
"Heavy Rain" Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area)'* 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (0 sq.ft + 67568 sq.ft. + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cult.) =
(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) =
42,230 (CU.FT)
334,776 (CU.FT)
0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 377006 (CU.FT.)
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]
6zoigzoIj TIIM1 M g£i££6SOT6 XVd RT:9T 9111 800Z/ZT/90

Grower: Turner Sow Temp. Storage Above SHWT Designed By: KBW
Address: P.O. Box 759 (Old MMO finisher lagoon) Checked By: DSE
Warsaw, NC 28398 Date: 06/11/04
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY 2nd STAGE
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
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 Depths:
TOTAL DESIGN VOLUME r 483576 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
101.00 FT.
Not Applicable
100.00 FT.
Not Applicable
99.32 FT,
93.00 FT.
Not Applicable
93.00 FT.
90.50 FT.
Not Applicable
Not Applicable
3.0:1 I-I:V
67,568 SF
40 mil HDPE
1.00 FT.
82 Days
2.5 FT.
6.3 FT.
1.7 FT.
10.5 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]
6Z0/LZO f_I
TIYN1HAt 88T££6ZOT6 %VH 8T:9T RHZ 800Z/ZT/90

N
O
c0
CD
0
06/12/2008 THU 16:18 FAX [phone] WRLNM1
Grower:
Address:
County:
Turner Sow Temp. Storage Above SHWT
P.O. Box 759 (Old MMO finisher lagoon)
Warsaw, NC 28398
Duplin
Designe KBW
Checkec DSE
Date: 06/11/04
Sheet 6 of 7
ZONE ELEVATIONS 2nd STAGE
TOP OF DIKE ELEV = 101.00
STRT PMP EL= 99.32
END PMP EL. = 93.00
TOP OF STORM ELEV = 100.00
TOP OF TEMP STORAGE ELEV = 99.32
TOP OF TREAT ELEV = 93.00
1
FINISHED BOTTOM ELEV = 90.50
SHWT = 93.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

()
DESIGNED:/iU,
DATE:
COMMENTS:
Grower: Turner Sow Temp. Storage Above SHWT Designed By: KBW
Address: P.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 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 Nutrient Management Plan`".
SH; L
NN p p,�� Y
ateitvece
Bo9�°0D upw Fv
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.0, Box 856, Warsaw NC 28398
[phone]
6Z0/6Z0I3
TWN1HA 9ET£E6ZOT6 Dig 6T:9T MI 800Z/ZT/90