090170_CORRESPONDENCE_20171231

2 Vn
NORTH CAROLINA
Department of Environmental Qual

Wettable Acres Determination Certification
Name of Facility;FOC `` L _ - Facility Number:- /7,4
Owner(s) Name:_ a �.�-f —off_ _L�o�ac ay.4 .Ae. --_---Phone No: 91e - ZU -ij'aa
Mailing Address:_74� F.,y ty r'.,rr 6aX _`ib'�/�i4Ksaw �/C za' 9�_dy�7
--- - --r ... - ---
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: /,v t .
Owner Signature: oL Date: /? / a 1
Technical Specialist Name: M ��►� G.IFtra.-�
Technical Specialist Signature: AV. T - Date: x1z 7 of
If assisted by ap Irrigation Specialist or professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Si -nature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
M600j0jOJ0 471
WADC — 7199

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Brown's of Carolina #30
Address: 785 Hwy 24 East, PO Box 487
Warsaw, NC Bladen Co.
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
County: Bladen
Date: 3/1 /01
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
0
�®Bermuda/Small
d.
MB00107010472

TABLE 3 - Solid Set Irrigation Gun Settings
Make. Model and Type of Equipment Senninger 7025
Field No Wetted
and Number of Diameter
Line No. Hydrants (feet)
Sheet3
Hydrant Spacing(ft) Applicatio Nozzle Operating Operating
Along Between Rate Diameter Pressure Time
Pipelines Pipelines (in/hr) (inches) at Gun(psi at Hydrant(hr.) Comments -Acres per zone
Ms'iiLi�'
----�--
MB001070i0473

Sneet5
IRRIGATION SYSTEM DESIGNER r
Name: Micah Kevin Weston, CID -�
Company: Brown's of Carolina, Inc. of
Address: 785 Hwy 24 East, P.O. Box 487 Warsaw, NC 28398 - 'S
Phone: (310) 2wi Boo
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 maWine and lateral pipe sizes-
4. Sources and/or calculations used for determining application rates.
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
S. Manufacturefs specifications for the irrigation pump, traveler and sprintder(s).
7. Manufacturefs 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.
MS00107010474

Sheet6
Narrative of Irrigation System Operation
This is a "wetted acre" determination for an existing facility. This farm has a solid set system with hydrants
spaced 80' x 80'. The acres were calculated by using the charts and tables developed by NCSU for
calculating area allowances for existing stationary sprinkler systems.
MB00I 07O 10475

Sheet7 (2)
CALCULATIONS
Spdnkler Specificatians
Sprinkler Type*.
Sennin er 7025
Nozzle Size:
#18 - 9/32
Inches
Sprinkler Pressure:
60
psi
Flowrate GPM):
- 17.8
g m
Wetted Diameter.
145
feet
S ri kler 5 c s
Desired Spacing %):
60
%
Design S acing(feet):
87
`PVC irrigation pipe normally comes in 20' ieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
80
feet
Actual $ acing %):
55
%
ARplication Rate
Application Rate = (96.3xFlowrate)/s dnkler spacing s uured
Design App. Rate
0.27
in/hr
Run Time per Set
Run time per set = Desired application / Design
a plication rate = hours
Desired app. (in.) =
0.5
Inches
Run time per set =
1.87
hours
Mainline Veloc'
Velocity = .408 x Flowrate / pipe diameter squared
feet/sec.*`
"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6
inches
# Sprinklers Oper.:
39
Velocity=
7.87
ft/sec.
Maximum Lateral Llne
1` trance
Velocitv
Pipe size:
2
inches
4
inches
# S rinklers'O er.:
7
14
Velocity =
12.7092
ft/sec.
6.3546
ft/sec.
Page 1 MB00107010476

Sheet8
Brown's of Carolina - Farm 30
Acreage Calculation
Sprinkler
Acres per
Total Int.
Acres per
Total Ext.
Total
gone
Coverage
##`Irk
t S rin
Acres
# EA
Ext.S rink.
Acres
Acres
1
Full
151
0.146
2.19
4
0.199
0.80
2.99
Half
0
0.146
0.00
7
0.199
0.70
0.70
2
Full
131
0.146
1.90
5
0.199
1.00
2.90
Half
0
0.146
0.00
0
0.199
0.00
0.00
3
Full
0
0.146
0.00
9
0.199
1.79
1.79
Half
0
0.146
0.00
1
0.199
0.10
0.10
4
Full
27
0.146
3.94
6
0,199
1.19
5.13
Half
0
0.146
0.00
5
0.199
0.50
0.50
5
Full
21
0.146
3.07
2
0.199
0.40
3.47
Half
0
0.146
0.00
7
0.199
0.70
0.70
6
Full
26
0.146
3.80
5
0.199
1.00
4.80
Half
0
0.146
0.00
4
0.199
0.40
0.40
7
Full
181
0.146
2.63
1
0.199
0.20
2.83
Half
0
0.146
0.00
10
0.199
1.00
1.00
Total Acres =
27.31
MB00107010477
Page 1

•
a
� �KlFii
m
0= CAP?ED IiWWT
$0C #30
ObWnsd r. A AMW "W"
& B wntrun of G=Taci+d
�5PRltlICf�5
{_17 ACRES
MB0o107010478

t0 A 0 14 RAN s CORMOVIC
• 10 • a f 1 •
1. Animal waste shall not reach surface waters of the state by nmof� drift, marimade conveyances, direct application, or direct
discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized 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 sW provide a copy of a notarized 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, climate conditions, and level of management, unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding
at more than 5 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 Strips)
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 off -site 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 and flies,
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth
that would prohibit 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 a crop or forages breaking dormancy.
11. 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 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 surface water. This
distance may be reduced for waters that are not perennial provided adequate vegetative filter strips are present (See Standard
393 - Filter Strips).
MB0007010479
B00101100889

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shalt not be discharged into surface waters, drainageways or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided it has been approved as a land applications site by a
"technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates and in a manner that causes no
runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal
waste management system.
17. A protective cover of appropriate vegetation wiII be established on all disturbed areas {lagoon embankments, berms, pipe nays,
etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody
species, etc. are limited to areas where considered appropriate. Lagoon area should be kept mowed and accessible. Lagoon
berms and structures should be inspected regularly for evidence of erosion, Ieakage, or discharge.
18. If animal production at the facility is terminated, the owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution and erosion.
19. 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.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the top and bottom elevations of the 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.
22. Soil tests shall be made every arw years, and a liquid waste analysis shall be taken abler consistent with
waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five
years.
Dead animals will be disposed of in a manner that meets NC regulations.
MB00107010480
rannin1100890

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Brown's of Carolina #30 (Addition)
Address: 785 Hwy 24 East, P.O. Box 487
Warsaw, NC 28398-0487
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Feld
County: Bladen
Date: 6I5/02
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
Number .rres) Soil Type Slope a• • i

Sheet2
TABLE 2 - Travelling irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain E30A 3'x10001 hose w/ Nelson 150
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvrirant No tfflminl (in/hr_1 Width(ft_1 Lenrrth(ffl (feetl (Inchesl at Gun(Dsil at reel(Dsi) Pattern Comments - Acres Der pull
'---�--
'

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (g m)
182
0
O erating Pressure at Pump (psi)
108.6
#DIV/01
Design Precipitation Rate (in/hr)
0.31
#DIV/01
Hose Length (feet)
1000
xxxxxxXX
Type of Speed Compensation
Mechanical
xxxxxxXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (h)
25.6
#DIV/01
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
6.58
Dead End
4:67
Tee
3.27
Gate Valve
4.67
45 degree bend
3.55
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: (91 U) 293-3434
Required Documentation
The following details of design and materials must accompany all irrigation designs:
�GPo fRR,crO
O
* z
0029�9
�tsi6NtiA
N-��
t. A scale drawing of the proposed iniga5on system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for detemunfng total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for detennfning application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturses specifications for the irrigation pump, traveler and sprinider(s).
7. Manufacbirees specifications for the irrigation pipe and/or USDA MRCS 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 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NG Statutes.

Sheet6
Narrative of Irrigation System Operation
Design And Installation Overview
This irrigation system is designed with six inch, Class 160 PVC gasket pipe and schedule 80 fittings. The system is designed
to accommodate the flow velocities, flow rates and pressure requirements associated with an Ag-Rain E30A Reel. Air vents
land thrust blocks are to be installed as indicated on the drawings. Air vents will consist of using a 6" x 2" saddle with a 2"
galvanized threaded pipe and an AV 150. The thrust block areas have been calculated and are listed in Table 4 of this
design_ The design of this system requires the use of a 1.08" ring nozzle in the gun. Each pull has a specific arc setting and
travel speed which must be used to achieve the desired application. This information is given in detail in Table 2 of this
design. A detail of the hydrant layout is also included and specifies the type and size of fittings. All pipe shall be installed with
a minimum of 30" of cover and shall be backfilled in no less than three passes, leaving enough soil material above original
grade to allow for settling. The suction assembly for the pump to be used should be a minimum of 6" aluminum. A pressure
gauge should be installed on the discharge side of the pump where it can be seen during start up of the system.
System Start-up And Operation
When setting up the reel, make sure it is level and the stabilizer legs are down and secured. Engage the brake, then
disengage the transmission. Pull out the hose at a speed not to exceed 3 mph. engage the transmission before disengaging
the brake. Prime the pump and start the engine at idle. Operate the engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of the line and pressure is slowly building on the gauge. Increase rpm's slowly
until desired pressure is achieved. Set all "Murphy" safety switches to insure immediate shut down of the system if a problem
occurs. Also, set the timer to shut off the pump at the time a run will be completed. Check all safety switches on the reel after
each start-up to insure proper operation. Read and review the manufacturer's operator manuals for additional details on start-
up procedures. Grower should walk the entire pipeline periodically to check for leaks and other potential problems.
And Maintenance
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove the drain plug from the gun cart and pull out
the hose at least half way to purge enough water to protect from freezing. Wind the hose back onto the reel and replace the
drain plug. Read and review the manufacturer's operator manuals for additional details on winterization and maintenance
procedures.

Sheet?
CALCULATIONS
Sprinkler Type: Nelson 160
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Welted Diameter:
300 feet
Lane SpacinsA
Desired Spacing (%): 70 %
Design Spacing(feet): 210 'PVC Irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 67 %
Appljcatlon Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 In/hr
220 degree arc =
0.50 in/hr
180 degree are =
0.61 in/hr
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 ft/min
180 degree arc =
Malnllne Velocity
5.84 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.ki
"*For burled pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 ftlsec.
Page 1

Sheet?
MaxlMum Mainline Friction Loss
Most distant hydrant: 3
Total distance: 3820 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 9.3 feet or 4.0 psi
Total QynamicH"d
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 2.1 psi
Mainline loss: 4.0 psi
Suction head and lift: 2.3 psi
5% fitting loss: 5.2 psi
TOTAL(TDH) = 108.6 psi or 250.8 feet
Horsepower Rgqljlred
Horsepower = Flowrate x TDH(feet)13960 / Pump effeclency
Pump Description: Berkeley
Pump Efficiency: 45 %
orsepower Required: 25.6 Hp
Thurust MIS ina
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 5600 feet
Soil Bearing Strength: 1200 feet
End Cap: 4.7 ft2
90 degree elbow: 6.6 ft2
Tee: 3.3 ft2
45 degree elbow: 3.5 ft2
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 108.6 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

NPSHA; 17
NPSHR; 7 "from pump curve
If NPSHA>NPSHR OK
Sheet7
Page 3

Farm 3730
Additional Land
Irrigation Layout
Scale: 1 "=500'
0
A
1
Residence,
w/ 200' offset
200' spacing (typ)
Existing Spray Filed
New Spray Field It
of farm road 2160' — 6' Ck= 160 PVC
SB aad Bore
location
Got Volvo Lagoon
% into w6sting
6- PVC main here TB Exist i n g
M Thmat Spray Field
AM Air "mot Hog Houses
D4 cote valve
k o*
002919�
°Fs16r�a

. . a
Form 3730
Additional Land
i Scale: 1 "= 500'
A`Ce Z
75 3A D- Residence
r/ 2OW offset
1
i
1
4
Lagoon
Hog Houses
�r
s
P �
tO
z
©E12919
SpRIN1Kr-��

WASTE UTILIZATION PLAN AGREEMENT
Name of 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:
(Please print)
Signature: Date: 3 a�e b�
Name of Manager (If different from owner):
Signature: Date: O
Name of Technical recialist. (Please print) Toni W. King
Affiliation: Murphy - Brown
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signature: "Lo1n.. Date: w+4
Page 8

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Brown's of Carolina #30 (Addition)
Address: 785 Hwy 24 East, P.O. Box 487
Warsaw, NC 28398-0487
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
County: Bladen
Date: 6/5/02
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
SlopeNumber (acres) Soil Type ..

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain E30A 3"x1000' hose w/ Nelson 150
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (ft/min) (in/hr.) Width(ft.) Lenath(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
irrigation
Flow Rate of Sprinkler (gpm)
182
0
Operating Pressure at Pump (psi)
108.6
#DIV101
Design Precipitation Rate (Inlhr)
0.31
#DIV101
Hose Length (feet)
1000
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
25.6
#D1V101
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
6.58
Dead End
4.67
Tee
3.27
Gate Valve
4.67
45 degree bend
3.55
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER �if
g 0
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC p
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 * U,
Phone: [phone] •
�F'S! 6��A
Required Documentation ' p siGt1�
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. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA MRCS 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 59 or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface water; per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
Design And Installation Overview
This irrigation system is designed with six inch, Class 160 PVC gasket pipe and schedule 80 fittings. The system is designed
to accommodate the flow velocities, flow rates and pressure requirements associated with an Ag-Rain E30A Reel. Air vents
and thrust blocks are to be installed as indicated on the drawings. Air vents will consist of using a 6" x 2" saddle with a 2"
galvanized threaded pipe and an AV 150. The thrust block areas have been calculated and are listed in Table 4 of this
design. The design of this system requires the use of a 1.08" ring nozzle in the gun. Each pull has a specific arc setting and
travel speed which must be used to achieve the desired application. This information is given in detail in Table 2 of this
design. A detail of the hydrant layout is also included and specifies the type and size of fittings. All pipe shall be installed with
a minimum of 30" of cover and shall be back -filled in no less than three passes, leaving enough soil material above original
grade to allow for settling. The suction assembly for the pump to be used should be a minimum of 6" aluminum. A pressure
gauge should be installed on the discharge side of the pump where it can be seen during start up of the system.
System Start-up And Operation
When setting up the reel, make sure it is level and the stabilizer legs are down and secured. Engage the brake, then
disengage the transmission. Pull out the hose at a speed not to exceed 3 mph. engage the transmission before disengaging
the brake. Prime the pump and start the engine at idle. Operate the engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of the line and pressure is slowly building on the gauge. Increase rpm's slowly
until desired pressure is achieved. Set all "Murphy" safety switches to insure immediate shut down of the system if a problem
occurs. Also, set the timer to shut off the pump at the time a run will be completed. Check all safety switches on the reel after
each start-up to insure proper operation. Read and review the manufacturer's operator manuals for additional details on start-
1up procedures. Grower should walk the entire pipeline periodically to check for leaks and other potential problems.
nterization And Maintenance
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove the drain plug from the gun cart and pull out
the hose at least half way to purge enough water to protect from freezing. Wind the hose back onto the reel and replace the
drain plug. Read and review the manufacturer's operator manuals for additional details on winterization and maintenance
procedures.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane S acp inas
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%}:
Appligatign Rate
67 %
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
Traveller Speod
0.61 in/hr
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 ft/min
180 degree arc =
Mainline
6.84 ft/min
y_@loclty
Velocity = .408 x Flowrate
/ pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

5heet7
Maximum Mainline Friction -Los
Most distant hydrant: 3
Total distance: 3820 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet1100 feet
Max. Mainline Loss = 9.3 feet or 4.0 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 2.1 psi
Mainline loss: 4.0 psi
Suction head and lift: 2.3 psi
5% fitting loss: 5.2 psi
TOTAL(TDH) = 108.6 psi or 250.8 feet
Horse power_Reguired
Horsepower = F'lowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley
Pump Efficiency: 45 %
orsepower Required: 25.6 Hp
Thrust -Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust: 5600 feet
Soil Bearing Strength: 1200 feet
End Cap: 4.7 ft2
90 degree elbow: 6.6 ft2
Tee: 3.3 ft2
45 degree elbow: 3.5 ft2
el a Prgsoure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 108.6 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

NPSHA: 17
NPSHR: 7 •from pump curve
If NPSHA>NPSHR OK
Sheet?
Page 3

Farm 3730
Additional Land
Irrigation Layout
Scale: 1 "=500'
a
t ,:wool t AV
75
TB Residence
�
M/ 200' offset
200' spacing (typ) Existing Spray Filed
I 4
r
New Spray Field g
of farm road 2160' — 6' Class 160 PVC
TB cad Sore
location
Gat ywve Lagoon
Tie into existing Existing
6' PVC main here Te
TB ruAV Spray Field A AiVent Hog Houses
Cv
M Gate Valve
002919N
��816N�Q
�pRIIN

Farm 3730
Additional Land
Scale: 1"=500'
�t L,�e oilsnt 3A ID-
Residmee
7$ w/ 2W offset
4
1 1
1
1
♦ 03
CLagoon
E
Houses
tEvIN
C.f
0
a
* 0
002919 `
°'Fsra���
spRINK���

August 10, 2001
FILE MEMO
SWINE FARM COMPLAINT
BOC Farm #30, Facility No: 09-170
BLADEN COUNTY
Complainant; Anonymous
A call was received on 8/3/01 referring to a possible discharge from Farm #30 into a
neighboring pond via a creek that crosses the farm property and feeds the pond. The
complainant noticed pink liquid and "globs" in the pond on 8/2/01 and erratic fish on
8/3/01.
Representatives from the Fayetteville Regional Office of the Division of Water Quality
responded to the complaint on 8/3/01 around 2:00 pm. Upon arriving at the farm site,
there was no noticeable signs that irrigation had occurred within the last few days. There
were signs that the creek banks had been cleaned, however the water in the creek was
stagnant and without noticeable odor or color to indicate that waste had entered the water.
Representatives then traveled to the neighboring pond and observed what appeared to be
a small algae bloom. The pond water did have a red tint, possibly due to the reddish
color of the algae. Water samples were taken at the dike of the pond and at the
headwater. Samples were shipped to the lab for further testing. Sample results indicated
the presence of Euglena (euglenoid algae). Sample results are enclosed.
Paul Sherman

JAEG.im,,i!';,751x601 pixels
.1"
Subject: Clark Pond 8/3 bloom
Date: Thu, 09 Aug 2001 14:05:44 -0400
From: Elizabeth Fensin <elizabeth. fensin@ncmail. net>
Organization: N.C. Division of Water Quality
To: Paul sherman <[e-mail]>
CC: Jay Sauber <Jay. S auber@ncmail. net>,
Mark Vanderborgh <[e-mail]>
Hi Paul,
The algal water samples you sent in from Bladen County show a bloom of Euglena (euglenoid algae) in
the pond. In the picture attached below, the cells have encysted and are approximately 55um and
photographed at 250X. Euglena blooms are common in small ponds, and in intense light, they can produce
red films. I'll do a cell count on the preserved sample in a few days. Please let me know if you'd like more
information. Thanks!
Elizabeth
Elizabeth E. Fensin
Environmental Biologist
N.C. Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
(t) [phone] ext. 241
(f) [phone]
1 of 2 08/09/2001 3:54 PM

P-f -0 4-C

;4AUG-15-2001 WED 01: 03 PM FAX N0, P. 01
Bloom Sample Report W Divitiion or Wakw Quality
Ecosysteins Unit Analyst; Elizabeth Fevsin
Witterbod Divi,innCebu.~ Species 14nJLVniL BioVol rm{tnns3/nii)
Clunk Pond LBR58 BLADFN
813101 NONh, Ilona on warks Farm
DAC
Nnviet In
Rlwk—.3
182
9
13AC7
SLUIPLOiIum
p(011ms
182
34
CI1L
C'ldanlydonwuas
xLsvdUe,3
1 tt2
11
C11L
C.►uu;cnlj
crvcifLn
182
30
CHL
C1011mydotn0113A
SIXT;L24
1,634
33
Cfi1.
Actinn 4min
bwaLudil
192
67
C:IIt.
Scwivdewws
hijuga
908
103
CIIL
Tw-mAlion►
tKe,cnuw►
545
109
CTIL
COsuuirmin
apcoicst;
726
145
CUR
Ochroua wij
speett-S3
I7,972
485
CYA
Lyng6ya
111g1nc611ui
1,271
S
CYA
Micmcystis
11n5•k1yuac
4,901
6,146
F.UC3
Trkl idmimms
Rp"ie*4
1,452
2Afi
1?110
3
Eurklu►
spul"P
2.360
133,554
SLI11wary
for Nnil id'_ 285yi14adkk{1rcrew&)
tiuu►
32,676
141,042
Chlorophyll n; not t:umpled ;k Dbisolved Oxygen: 10 mg/ L; 141 % sat,
Tobd Nitrogen: not sampled p1I; not quantified
Total Ylamphoroos: not sarnpled
1
Conunenk: 1)cnu, surrace blown or Euglenu ulgae which tends to turn red under Intense light,
preserved grub sample revcnled very cutrophic pond algae assomblage with high concentrations of
haclerla and yeast. h`uglena, the colonial blue green alga Mieroeyrtk ueruginona, and small
nondescript ehrysaphyte flagellates ("Ochrornona.4 species 3") were dominant. The algal
imsernhinge wa.4 typicul for ponds In NC during+anmrrter.
Post -it" Fax Note 7671
utlto
pA011vj
To AUl- sr ERrA,0
rror-1+Z @ lE r
CoMopt.R"�Rb
p
Co. nLwil,1.C=5
Phone a IS'L�1
Phono It ! JAM
Fnx if 1 c7 —. �? D
„`!� 3 "17s'

OV
N
I r ...

WASTE UTILIZATION PLAN
WASTE liJJIL ZATIONP, AN AQR.EZMg
NSr-::7fFa'm: 9 0 _
Ow.ru- r J Manager Agreement
i c,ndervand and will Wlow and implement the specifications and She operation and
rna;ntenarsw procedures established In the approved animal waste utii'.zatior, plan for the
`arm narned above. I (we) know that any expansion to the exlst;ng design caaecity of the
waste treatment and storage system or construction of net,v facilitles will require a new
cori,ficabon to be submitted to the Division of Envirorment Maiegeme,zt (OEM) befcra tn!t�
new anima's are stocked. I (we) also unoerscand t1w there must be no d'.scriarge of
.animal waste from this system to surface waters of trio state from a storrn event iegw
severo then the 25-year, 24-hour storm, The approved plan will be filed on -site et the farm
cffice and at the office of the local Scil and VVater Conservation District and 'xfli oe
avallable fto review by DEM upon request.
,Nemt4 of Fac,l!?y Owner:
.y..
(F)eeso iWo";
signatu-e Dete..
,varre of Manager (If different from owner); Q� � � f L-► {„��
Ignaturw 46— Date: "a"
Marne of Tochn:cal s i8list; (Rease allot} Toni W. King
Affiiiat'on Murphy • Brown
Adif,m,p (Agency); P.O. Box 858 --
Warsaw, NC 28398
Slgnatura..�� ti.... D&W
Fate 8

IRRIGATION SYSTEM DESIGN PARAMETERS
Lain umnerlOperator H amc• Brown's of Carolina #30 (Addiborl
Address: 785 Hwy 24 East. P.O. Box 487
WRxsa%.-. NC 28398-OQ7
Te impone: f9;4?) 99 -180t1
Table i - FiWd Specifications
e
Maxhmm
tlseaWe Size
i Field of Flegd
Number (acres)
Sod Tvue Slone % CunafSf
Gowcty. Dkden
Date. Bi XIV2
ma)umwn
Maximum Application
Applic afm per irrigalian
Rate Cycle
{tnft) ftoctses) Coc riments
T

z5rkop'12
TABLE 2 - Trovelling brigaUon Gun Settings
Mae, Model and Type of EquWneiit Aq- Rain -hose wl Nelson 160
Field No. Travel Aprdi"Iion TRAVEL LANE Wetted Nozzle Opetafuirj Operating
and speeti Ralle Effective Eftoctnm Diameter Diammler Pressure Pmsuro Arc
Wdrant I *v (f9min) (bift.1 Width(III.) Lormftft) OW) (WK;besi atGunfo3j) aireel(Dr.0 PaliemCommmis-AciesDer mA
-2
5MIM
'01.5
111=t2
233f3/3
300
1.08
50
95
Imim
4.03
P1
Z92
0.37
?W
V.W
_%m
toe
60
95
300
5.01
3A
2.51
0.6
200
Im
300
1-08
60
H6
zw
4.93
30
5,84
061
117.
150
1.08
60
95
Im
0.64
0.00
0.01D
0.00
0.00
0.00
0-00
0.00
0.00
0-00
0.00
0.00
0.00
0.00
0-00
0.00
(1-00
0.00
TOTAL
114.611
U
C
fV
CE
w
W
Q3
m

....1 60'►•.,U1W Munr-nr'ISKUWRr 9102833138
p.12
Sheet4
TA5LE 4 - Irrigation System Specifications
Travelina
Solid Sat
Irrigation Gun
Irr�ga6on
Flow Rate of Sprinkler (ppm)
182
0
Operating Pressure at Pum(psi)
108.6
OolV/v
DesiE Precipitation tela n/hrl
0.31
#DIV/0.
loose Len th foet
1000
XXXX)U(XX
Type of Speed Compensation
Mechanical
)=XXXXX
Hump Tyre (PTO. Engine, Electra:)
En ine
Pump Power Requlrernant n
25.6
NDIV/01
CTA5LE 5 - 'rhrus! Block Speclkations
THRt1ST BLOCK
LOCATiOIN
AREA j , ft.
90 oe . ree bend
6.58
Dead End
4W
Tee
W 3.27
_
Gate Valve
4.67
45 degree bend
3.
Page 1

Name: Micah
Company. Nkwo
Address: 28221
Phone: (910)
The Gdkmmk g details of desijp and
i . A 3caSc drawing at tiw proposed ffngal n Sys
' 2. s&suerpfloaa and oou ptdaims for defemwm
3. CuTwouLAom uxd to deianuine ail ma*Am I
4. Sorrow wWm ratcutatiers umd for delenrtin
5. CnmptAadans used to dc*nNne Itre 3me Of 01
& MWK&GI MO 5pexifrr aWM fir the trrgatton
7, kUmitachm-wa sprrw2rom Im 8i[+irdgalivar
6_ The lydon"ian mcjk ed by Ns form am the e
address thm as appmpriata.
9. rrr'!JaliOA pgat% S, VAM not be ir*:AlIl al 11148610
NnTE' A brrtfer strip of 50 a Wet must b4 ns;fartairted
Pere nnol steaan'. wW smiam voalfF f_ NC St
3ha G-1.
tRRIGATION SYSTEM DESIGNER
_or Box &56 Warsaw, NC 28398
Required Dvcumentalivn
a19 wrigadon designs:
• OM19 `
OfSf6Nf,
114
rdraet kxzbarrs. p ctirms. ttmrst blod: b� and NOtm arefs where aMOca le
and harsepower requvarrmnm.
of all dvusl hbx* eml1qura0m require!! in the system
5 awndard forIRPJGAM14 WATEr(C(V VHYANM.
It is the responsWhy of the diniiwr 0 irmisider all relevant (sews at a part raker site am;
whhoui the appv%o;! of Itpe Aenamr-
the &Tits 0 pre Onp td r system and all
L
L

sheets
Narrative of Irrigation System Operaven
Design And Installation Overwlew
i'his irrigation systern is dftigrival veth six inch, Gass ,60 PVC gasket pipe and schediAt 81) I5'jkvgs. The systm is destgrted
to do u xnmadafe the flow velocities, flow rates and pressure nmpuiretrnents associated with an Ag-Rain i_30A Reel. A6 vents
and thrust blocks are to be installed as k0c sled on the drawings. Air vents will consist of using a 6" x 7" tiaddte with a 2"
gaivani7wl threaded pipe and an AV 150. The thrust block areas have been calmialed and are Iisted in Table 4 of this
design. The design of this sysiern requo'es the use of a 1.08" ring nozzle in tree qun. Each pill has a specibc arc sette+y anvi
travel speed which must be used to acJ­&-.ve the desired application. This infarmabon is given in detail in Table 2 of this
design- A detail of the hydrant Layout is also included and species the "and size of fittings. All pipe shalt be installed with
a mirtinum of 30` of cover and shag be backfMad in too less than titre passes, leev* g enouo soil material above oriowl
grade to allow for settling. '"m suction asscrnbly for the punts to be used should be a mh9murn of T aluminurrk A pressure
gauge should be installed on tfta discharge side of the pump where it cart be seen during start up of dw syster:r.
Sysitet. Startup And Operation
When setting up the red, make sure it is level and the stabilizer legs are dawn and st=red_ Engage the brake, then
cfieengage !he tra mmissian. Pull out We hose at a speed root W exceed 3 mph. engage the transmission before disenga ing
the drake. Prirne the pump and start the engine at idle. Operate the erne in a rnarmw not to exceed 50 psi unki a solid
stream of water is exiting the gun, air is out of the line aaat pressure is 3iow1ly building on the gauge. Increase rpm's slowly
until desired pressure is achieved. Sett all "MurpFty' safety switches to insure iwnwdiate siaA aawri of the system if a problem
rxxxn s. Also, set the timer to shut off the pomp at tine throe a runt wili be u nhpleted. Check all safety switctw on Ow reel after
each start-up to iqsure proper operation_ Read and re. iew the operator manuals for additional details on start-
up procedures Cvower should walk the entire pipeline perkmIcaily to check for leaks and adier potential problems.
rteriizabon And Mairntounce
connect bad i ends of all flexible hoses of the pump and the "veler. Remove he d,airt plug from the gull cart and purl out
hose at least half way to purge er►ough water to ptalecl frtun ft eezing. Wind the hose hank onto the teat and repiam the
;n plug. Read any) review the manufacttmer's operator manuals for additional. detais on wintert;-"n anti rrasintenarnce
oed, tic, s_

WAUC 004ju P. 15
Sheet?
CALCULATIONS
;,{ilAnkleLspacifigation
Sprinkler Type:
Nelson 15C
Nozzle Size;
108 inches
Sprinkler Pressure:
60 psi
FlowraUgGPM):
182 gpm
wetted Diameter
inp
300 feet
Lage apaZ
Desired Spacing (hb);
70 %
Design Spacing(feet).
210 'PVC Irrigation pipe normally cornos in 20` pieces,
so round to the nearest multiple of 20.
Actual Spacing tfeet):
200 feet
Actual Spacing
67 %
ARPticatlon Rate
Application Rate r (96.3xFlcwrate)/(3.1415x(.9xradius)squarad)
Design App Rate a
0.31 inthr
300 degree arc =
0.37 inlhr
220 degree arc =
0 50 lnlhr
180 degree arc =
Tratiailer d
0.6' inthr
$91
Travel speed a 1.605 x Flowrate 1 Desired applicaticn amount x 1.a3m Spacing
Desired app. (in.) w
0.6 inches
300 degree are =
2.92 ftlmin
220 degree are =
3.51 hlmin
1 aO degree arc ■
Mainline Vetnelty
5.64 Wmin
Vvucity a .408 x Powrate , pipe diame!er squereo faev6ec.—
"For buried pipelines.
velecity VWLId be below 5 feet per second
PO size:
6 inches
Velocity=
2 A6 fVsec.
Page 1

5heet7
Mgxj uM Mainling. Fdetign Lags
Most di.tanl hyCrant. 3
Totat distance: 3820 feet
Friction Loss Is figured using Hazenllhiilham`s Equation
Fncbon Lows■ 0.24 feet/100fwt
f0ax, Mainline loss = 9.3 .feet or 4.0 psi
loksrl Quinain _ aw
Sprinkler Pressure- 60 psi
Loss througn lravellar: 35 psi
Elevation heed: 2.1 psi
Mainline loss 4.0 psi
Suclinn head and tit; 2.3 psi
5% fitting loss: 5.2 psi
TOTAL(TDH) 106.6 psi or 250,a feet
tigrsepaweirSetguire
H ;rsepcwer = Plowrate x. TDH(ieet)139601 Pump effeciancy
p, lno Dev'criptiorr Berkeley
Pump Efficiency; 45
orsapcwer RequirwJ. 25.6 Hp
7hru"iat
1'111Usl Block kres = T.Irusl f Safi Bearing 51ra,igth
Thrust: 760C Feet
Sail SaarinG Strength: 12DO feet
End Cap: 4.7 ft2
W degree eloo w. 6.6 tt2
Tee: 3.3 ft2
45 degree elbow: 3.5 ft2
P..iAB Prttlkaurn Rating QhgCk
Pressure Rating of Plpe to oe Used: 160 Ps:
Max. Pressure on system when runring: 108.6 pai
70% * Pressure Rating; 112 psi
If Max, Pressure on system Is less t an ?0,1/� of Pressure Rating, OK
Page 2

. ... ....•.•• ��uG��3138 0. S7
NPSHA: 17
IWPSHR: 7 'from pump curve
If NPSHA>NPSHR OK
ShBe[7
Page 3

^arm 37,30
Additionol '_and
lrrigotion Layout
Scale- 1"=500'
New Spray s=ieid
..r
is 11vust mDft
AY Ak Vent
�Y
ai cot. srd.r
r
r
!
S
9
:s
O
1
Residence
•/ 2W ct!sct
` e! loam rota
� Bve
roCC[YJ^
Existing Spray Filed
'7160 — 4' cim ItD m
Le into c"t:sg
t
C ogoon
I Existing cA
Spray Fie
IdHouses m
tiff
7r,
00 919
S�AINKta :.

� Si'd B£i8E6Z0iE
N�(1HR-J�Hr�ilfli�
17C;4il in rn tpji�

0?q%
State of North Carolina
Department of Environment, Health and Natural Resources
[a ,�� Division of Water Quality
' Cv.1 V on -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
SE 1 61991
�Gener Permit - Liquid Animal Waste Operations
�tMB i� questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, 1319ase
complete as best as possible. Do not leave any question unanswered.
JfqApplication Date:-
I . REQUIRED ITEMS CHECKLISTCD
Please indicate that you have included the following required items by signing your initials in the space provided nextt'tb eac�
item. CO
Applicants Initials
l . One completed and signed original and.one copy of the application for General Permit - Animal
Waste Operations;
S41-
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
Farm's name
2. Print Land Owner's name: _ Brown's of Qat'4lina. Inc.
3. Land Owner's Mailing address: _PO Box 487
City: Warsaw. NC Zip: 28398--
Telephone Number: 910-2nE=2! cl Clla - 1100
4. County where farm is located: Biaden
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): From_701 South in Elizabethtown -take left at last _1_ight
(Mercer MitLrd). After approx.,6 mi. take left ga SR 1710 (Elkton Rd). Farm Aill be on left aaer approx. 2.8 mile
6. Print Farm Manager's name (if different from Land Owner): Genn Davis
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): Brown's of Carolina. Inc.
09 - 170
FORM: AWO-G-E 2/26/97 Page 1 of 3

1;
01/07/2000 13:33 919-715-6048 DWO NON DISCHARGE BR PAGE 02/02
FACILITIES WITH HIGH FREEBOARD LEVELS AS OF January 7, 2000
Brown's of Carolina
ULO
11/29/99
82-442
BOC Farm #10
15"
12/3/99
82-442
BOC Farm #10
15"
11/29/99
82-340
BOC Farm #11
IV
1213/99
82-340
BOC Farm 011
14"
11/29/99
82-341
BOC Farm #13
14"
12/3/99
82.341
BOC Farm #13
18"
11/29/99
9-155
DOC Farm #28
18"
c12/3/99
9-155
BOC Farm #28
20"
12/3/99
9-155
BOC Farm 028
20"
11/29/99
9-170
BOC Farm #30
10"
12/3/99
9-170
BOC Perm #30
14"
11/29/99
78-85
BOC Farm #94B
14"
12/3/99
78-85
DOC Farm #94B
14"
?
82-630
Jana Farms (BOC)
16"
Carroll's Foods, Inc.
Mo
? 9-45 Elden Hester (CwToll's) ?
Continental Grain
R
1216/99
12/6/99
0,4 .
82-478 { I b N & C Hogs, Inc. (CG) 14" ZO
82-478 N & C Hogs, Inc. (CO) 15" /9
Murphy Family Farms
Mo
12/22/99 .92-312 Top Hogs (M.F'F)*
" Indicates facilities with high freeboard found by DWQ during inspections.
14"
DRAFT

FEB-29-00 TUE 3:01 PM BROWN S FAX NO. 9102961675 P. 2
FF7'0R0W?4'S1
"FCAROL INA
February 20, 2000
To, DEHNR - Fayetteville Region
From: Brown's of Carolina, Inc.
Subject : Lagoon Levels Update
The following lagoons were less than 190 as of February 28, 2000. �.
—,---'Farm # 24S 181,
.�8 -,,,farm # 23, 180
�,Farm # 83 16'69 ass Farm # 28 16" V `
Farm # 94 170
9 _ ! 71) r rm # 30 18"
Please call if you wish to discuss these lagoons or the actions underway to alleviate
those high levels.
Jimmy Vinson 910-2W1ti00 (Office) 910-290-4469 (Mobile)
Glenn Davis 010-296-1800 (Office) 910-290-0366 (Mobile)
PROWN'S OF CAROLINA. INC,
785 HWY 24 FAST • P.O. BOX 487 • WARSAW. N.C. 25388 • PHONE (M) 290-1800

PS Form 3800, April
1995
y pip
O Q
3 3 35.
m r
�F-.H FV� o O � �
! I
Yo-
u �_� Qw
O R
�r
m � j a y1]
- bdzC)
xi n� cn
W Ow m< m r U7
CD
Z3 Ln
1 .
40 LJ b
ip O so
06
H fi m a in
i p
W V 9 m ru
fun a)
It F
li
..-:x---•..-Ry.wi'[I"7ttll,�••......•,—...�...-y
rr.r'. .-'.�T•nl-,
..,.,-n, ,.�-...�.. ---- {-_.....__..-. .____...�.._ ._
'
m
•'�
SENDER:
■Complete ft.7 andtar 2 for addtt>or,A services.
I also wish to receilve the
,i
m
■Complete items 3, 4a, and 4b.
following services (for an
■Prim yow name and address on the reverse of this form so that we can slum tAts.
sutra fee):card
!
y
to
•Attach fts form to the front of the naflphmW or on the bear it space
does rwA
1, a Addressee's Address
permit-
■ Retum Row# Requested' an to maflpiece below the aRida mm bw.
I
2. ❑ Restricted Delivery
ga
=
■The Newt Reoeipl will show to whom the amid® was daltwrered
delivered.
and the date
Consult poslntaster for fee.
TL
0
-a
3. Article Addressed to:
49. Ar6de Number .
m
P 145 151; 532
cc
E
MR GREG BROWN
4b. Service Type
BROWN'S : OF CAROLINA
❑ Registered � � iv Celled
� t
PO BOX, 487
❑ Express Map © Insured ;
c
WARSAW NC 28398
❑ R&M ReoeOtfor Mwdtandse ❑ COD
7. Date of Delivery
ived B . (Pant
B. a ree (ONy ri requested ;
c
F- .
�
S. Signatu ee rAg
�
X
m
Ps Form 3811, Deco er 1f94
Domestic Retum Receipt
i it h
d
�4
u

04/21/2004 00:41 9102896442 LAND&NUTRIENT MGMT PAGE 01
Murphy-Bromm
Rose Hill Division
Environmental Management System
P.O. Box 759, Rose Hill, JVC 910-289-2111
FAX
To: N1r. Fa.,JL 9%urlr
Fax Phone: '(K6K0707
N um
umberof pages (Including Cover Sheet): ?
From;
Trade Chapman
Diana Kissner
John Bxzic
Fax Phone: [phone]
REMARKS: L,6r o n fa c Utx- 9- 1-7c

04/21/2004 00:41 9102896442 LAND&NUTRIENT MGMT PAGE 02
MurphymBrovnLLC
April 20, 2004
Paul pawls
Division of Water Quality
225 Green Street, Suite 714
Fayetteville, NC 28301
Re: Notice of Violation for Farm 3730 Facility 9-170
Dear Mr. Rawls,
The spray field in question was added to the Nutrient Utilization Plan this year. The
application system originally designed and installed was a traveling gun reel, but in an
effort to accommodate the neighbor, we converted it to an aerway application system.
This is a more expensive method for Murphy -Brown. This method reduces the potential
for odor drift, which was the neighbor's primary concern.
However, during our very first round of applications we mistakenly applied into the'
setback area. This was mainly due to our poor decision to re -fuel the tractor pulling the
aerway hose at the eastern field path. Although the irrigation pump was off and the valve
was closed, some drainage from the hose did accumulate in the buffer. We have trained
and directed all staff to keep all application equipment well inside the setback areas.
The tractor tire ruts resulted from traffic during the very wet summer and fall of 2003.
These areas have been disked multiple times. We will continue to disk and level as
needed to enable as uniform infiltration as possible.
We will continue to strive to build positive relationships with our neighbors. Please call
me to discuss if you have any questions. Thank you.
Sincerely, .
f
nc
ctor of Land and Nutrient Management
Murphy -Brown, LLC Rose Hill Division
CC: Walt Burney
Scott Webster
David Nordin
Kraig Westerbeek

MurphrBroln L�
April 20, 2004
Paul Rawls DENR-FRO
Division of Water Quality APR 2 2 2004
225 Green Street, Suite 714
Fayetteville, NC 28301 D y V Q
Re: Notice of Violation for Farm 3730'Facility 9-170, �l
Dear Mr. Rawls,
The spray field in question was added to the Nutrient Utilization Plan this year. The
application system originally designed and installed was a traveling gun reel, but in an
effort to accommodate the neighbor, we converted it to an aerway application system.
This is a more expensive method for Murphy -Brown. This method reduces the potential
for odor drift, which was the neighbor's primary concern.
However, during our very first round of applications we mistakenly applied into the
setback area. This was mainly due to our poor decision to re -fuel the tractor pulling the
aerway hose at the eastern field path. Although the irrigation pump was off and the valve
was closed, some drainage from the hose did accumulate in the buffer. We have trained
and directed all staff to keep all application equipment well inside the setback areas.
The tractor tire ruts resulted from traffic during the very wet summer and fall of 2003.
These areas have been disked multiple times. We will continue to disk and level as
needed to enable as uniform infiltration as possible.
We will continue to strive to build positive relationships with our neighbors. Please call
me to discuss if you have any questions. Thank you.
Sincerely,
f
is
ctor of Land and Nutrient Management
Murphy -Brown, LLC Rose Hill Division
CC: Walt Burney
Scott Webster
David Nordin
Kraig Westerbeek
0

Michael F. Easley, Governor
William G. Ross Jr.; Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
April 21, 2003
Brown's of Carolina, Inc.
Farm #30
PO Box 759
Rose Hill, NC 28458
Subject: Certificate of Coverage No. NCA209170
Farm #30
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
-Dear Brown's of Carolina, Inc.:
On March 14, 2003,.the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on June '17, 2002, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Brown's of Carolina, Inc., authorizing the operation of the
subject animal waste collection, treatment, storage and land application system in accordance with
NPDES General Permit NCA200000. The issuance of this COC supersedes and terminates your COC
Number AWS090170 to operate under State Non -Discharge Permit AWG100000.
This approval shall.consist of the operation of this system including; but not limited to, the management
of animal waste from the Farm #30, located in Bladen County, with an animal capacity of no greater than
an annual average of 2000 Farrow to Wean swine and the application to land as specified in the,facility's
Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder
operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMM, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information ' must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. , Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please 'ay careful attention to the record kee in
and monitorin conditions in this permit. The Devices to Automatically Stop Irrigation Events Form
must be returned to the Division of Water Quality no later than 120,.days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Ouality_by no later than March lst_of each year.
RMEW
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc.us/ndpu .
1617 Mall Service Center, Raleigh, NC 27699-1617 Telephone [phone] Faz [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycledl10% post -consumer paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact at [phone] ext. .
Sincerely,
f/
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File NCA209170
Permit File AWS090170
NDPU Files

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: BOC #30
Owner: Brown's of Carolina
Manager: David Nordin
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 nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipmeni,_primarily irrigation equipment,__ _
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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 NCDWQ upon request.
Name of Facility Owner: Brown's of Carolina
Signature: y, I
Date
Name of Manager (if different from owner): David Nordin
Signature,
Name of Technical Specialist:
M. Kevin Weston
Affiliation: _
Murphy -Brown, LLC _
Address:
2822 Hwy 24 West, PO Box 856
Warsaw, NC 28398
Telephone:
[phone]
Signature:
Or_
8 of 8
B00119230170

Wettable Acres Determination Certification
Name of Facility: Facility Number:- r 74
Owner(s) Name:_ d�,e-c"-Io sd_,,,.4 ./Nc. _ Phone No: 91a - Z96 -1.&o
Mailing Address: _7Y� KEY ZY cA��- /~'0,
- ---- -
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certifed__
Animal Waste Management Plan..,..,_Any future-modifications-musrbe approved by a technical
- - —specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: l5zow 'r C:4,e a, 1,, e .
Owner Signature: i.�'i °c Date: 2! 2 }l D 1
Technical Specialist Dame:
Technical Specialist Signature: a7�..,_' ��~� - - -- -_Date: Z/z a i
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
B00II9090149
WADC - 7/99

Sheetl
IRRIGATION SYSTEM DESIGN PA
Landowner/Operator Name: Brown's of Carolina #30
Address: 785 Hwy 24 East, PO Box 487
Warsaw, NC Bladen Co.
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum Maximum
Useable Size Application
Field of Field Rate
Number (acres) Soil Tvne Slone % Crops) (Inthr)
County: Bladen
Date: 311101
Maximum
Application
per Irrigation
Cycle
(inches) Comments
B00119090150

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make. Model and Type of Equipment Senninger 7025 1
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Applicatin Nozzle Operating Operating
and Number of Diameter Along Between Rate " Diameter Pressure Time
Line No. Hvdrants (feet) Pioelines Pioelines finlhr) finches) at Gunfosi at Hvdrant(hr.) Comments -Acres Der zone
B00119090151

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Brown's of Carolina, Inc.
Address: 785 Hwy 24 East, P.O. Box 487 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 an
Z Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine aR 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. Manufacturer's 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 relevan
address them as appropriate-
9. Irrigation pipes should not be installed in lagoon or storage pond embanlanents 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.
where applicable.
at a particular site and
B00119090152

Sheet6
Narrative of Irrigation System Operation
is is a "wetted acre" determination for an existing facility. This farm has a solid 'set system with hydrants
aced 80' x 80'. The acres were calculated by using the charts and tables developed by NCSU for
Icuiating area allowances for existing stationary sprinkler systems. I
B00119090153
R

t
Sheet? (2)
CALCULATIONS
Sprinkler S ecificatians
S rinkler Type:
Senninger 7025
Nozzle Size:
#18 - 9/32
inches
Sprinkler Pressure:
60
psi
Flowrate(GPM):
17.8
g m
Wetted Diameter:
145
feet
Sprinkler S acin s
Desired Spacing %):
60
%
Design S acing feet):
87
"PVC irrigation pipe normally comes In 20' ieces,
so round to the nearest multiple of 20.
Actual Spacing (feet :
80
feet
Actual Spacing MY
55
Application Rate
Application Rate = (96.3xFlowrate)/s rinkler spacing s uared
Design App. Rate =
0.27
in/hr
Run Time ger Set
Run time eer set = Desired application / Design
appllcation
rate = hours
Desired app. (in.) =
0.5
inches
Run time per set =
1.87
hours
Mainline Velocit
Velocity = .408 x Flowrate / pipe diameter squared
feet/sec.**
"*For buried pipelines, velocity should be below 5 feet per second
Pipe size:
8
inches
# S rinklers Oper.:
39
Velocity=
7.87
ft/sec.
Maximum Lateral Line
Entrance
Velocily
Plpe size:
2
Inches
4
inches
# Sprinklers'Oper.:
7
14
Velocity
12.7092
ft/sec.
6.3546
ft/sec.
B00119090154
Pagel

Sheet8
Brown's of Carolina - Farm 30
Acreage Calculation
S onkler
Acres per
Total Int.
Acres per
Total Ext.
Total
Zone #
Co_vemile
# Int.
Int.5 rink.
Acres
# fact
Ext.S rin .Acres
Acres
1
Full
15
0.146
2.19
4
0.199
0.80
2.99
Half
0
0.146
0.00
7
0.199
0.70
0.70
2
Full
13
0.146
1.90
5
0.199
1.00
2.90
Half
0
0.146
0.00
0
0.199
0.00
0.00
3
Full.
0
0.146
0.00
9
0.199
1.79
1.79
Half
D
0.146
0.00
1
0.199
0.10
0.10
4
Full
27
0.146
3.94
6
0.199
1.19
5.13
Half
0
0.146
0.00
5
0.199
0.50
0.50
5
Full
21
0.146
3.07
2
0.199
0.40
3.47
Half
0
0.146
0.00
7
0.199
0.70
0.70
6
Full
26
0.146
3.80
5
0.199
1.00
4.80
Half
0
0.146
0.00
4
0.199
0.40
0.40
7
Full
18
0.146_
2.63_
1.
- - 0.1.99
_0.20
-
-2;83
Half
01
0.146
0.00
10
0.199
1.00
1.00
Total Acres =
27.31
B00119090155
Page 1

•
SP07
RINYANTK
F
3 ASS
xo
5 SPRINKLER
.20 ACRES
sir • •
•
• os • • •
• • •
f
• f W • • ■ . •
• •
• • • 05
• • •
■
•
•
FfYDRANT 04
38 SPRINKLER
5.63 ACRi:SS
BOC #30
06faltted Gom F3A Aerial Plrofos
& E3 vmft of CWOUM Tent ftw
Servkm Deparbmd Penorure!

III. OPERATION INFORMATION:
1. Farm No.: 0�` -170
2. Operation Description: Swine operation
Farrow to Wean
2000 - Certified Design Capacity
Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility
Lne of Swine No, of Poultry, No. of Animals Type of Catl[0 No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3. Acreage cleared and available for application: ,Required Acreage (as listed in the CAWMP): 6.0
4. Number of Lagoons: 1 ; Total Capacity: Nblq�: __ Cubic Feet (ft3)
Number of Storage Ponds: _ ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains'? YES or NO please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES o COO (please circle one)
IV. APPLICANT'S CERTIFICATION:
I, . nra w ors c ' UL ro I,inn (Land Owner's name listed in question II.2), attest that
this application for P�rrn 3L (Farm name listed in question IL1)
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 cauirned to me as incomo]ete. n
Signature
J
V . MADSAGERTS CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question II.6), attest that this
application for (Farm name listed in question I1.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS: '
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE 'BOX 29535
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

BROWN'S OF CAROLINA, INC. - FARM #30
2000 FARROW TO WEAN
STATE ROAD #1710 - BLADEN COUNTY
QBSP# 23-65-20-16
♦ F'i.1. j�� �;iy.
F F.W V ��
• fM 7!
1�
151
, r
�1
12.a l c 4 A
lA ♦ 1i3=
:`
r �.°
o �
� 1�\
Lw v� `
I.i 7 µµ 1 •ti .� 17�.
1 17 1.9 it,
rn N.cr+h C/ if
br° �
••H V 1 9M�� M �'p 0
fLY1u 1� �r� . • �I
•511 .. 5� 1 -•..'1 17 -
i
DIRECTIONS: FROM 701 SOUTH IN ELIZABETHTOWN, TAKE LEFT AT
LAST LIGHT (MERCER MILL RD). AFTER APPROXIMATELY 6 MILES TAKE LEFT
ON STATE ROUTE #1710 (ELKTON ROAD). FARM WILL BE ON LEFT AFTER
APPROXIMATELY 2.8 MILES.
MAILING ADDRESS: SHIPPING ADDRESS:
BROWN'S OF CAROLINA, INC. FARM 30
P.O. SOX 487 STATE ROUTE #1710
WARSAW, NC 28398 CLARKTON, NC 28433
WORK: [phone]
303 EAST COLLEGE ST,RS=T - P O 2C'e ,-2. r: �= 5r.4':, `i l :"_1 ;93 ;:- }7 CF:--iCc, (919} 293-2181 • FAX [phone]

i
Y3?i Cis'�.Z:ti+. P�*`�•.':TS
Please aet :z she c==qlatad fog to the Divisio= of �v'�o 4:.tal Z+a=.a:�•••- at
`-he add --Gas = tLe ravarsa side of t"s fa =.
Name of fa_•-:4. (Please print) : -
NOWN O moo' 4 e
C Phone N.M.: v-
Courty:
ra = location: Latitude and Longitude: W.121-91'/ �"� {r .sired) Also,
please attach a copy of a county road rap with location identified.
Tie of operatian (swine, layer,-
Desiqn capacity {nu.-s er of a=_i:-als) : _ N
Average size of operation' (?2 month population avg.) :-Seve �A.dec��N Average, acreage needed for land application oz waste (acres)
staasysta ��a�aaa a aosagsrne��raaasa,aaaaas�aavaasaasaaasaaaasasaasaaaaaaaaaaaaaaaaaaaaa
Tech= cal. SpaciaiiAt Ce if'_aatiaa
Xs a tech; ical s;.ecia_isc designated by the North Carolina Soil aid Water
conservation Commission pursuant to ISA NGAC 67 .0005, I certify that the new or
e panted a i=ai waste management system as installed for the fa--= named above
has a.^_ animal waste mas:agemenQ • plan that meets the design, cozsz=ucz,om,
operation and maintenance standards and specifications of the uivision of
?nvi_crrental Management and the USCA-Sail Conservation Service and/or the North
Ca-aliha Sail and water Conservation CccKssion pursuant to 15A NZAC ZH.0217 and
15A NCAC 6e .0001-4005. The following elements and their corresponding piniasum,
cric_r .a -ha gee:�ver_f=ec by me or other designated technical specialists and
are included in the pI,an as applicable: m;ni=uz separations (baKers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quaaems-_/ a_G amcna! of la_ o for waste lit:-_za__cn (or use of third =a=_y) ; access
C«^_.z=s ip of : = : e= writ a: �licat-cn 8q4_, p,%enz; schedule for ti.=in of
applinazions; application. rates; loading rats; and the Cart=ol of the discharge
Of pol lutancs from szcr-water runof everts less severe than the 25-year, 24-hour
sto==
2ia_Q of Tatb_-ical Specialist (Please V=jnY J3Ty Y.R. Vinson
Affiliation: BroWn's of Carolina, Inc. _
Address 21 Zy 447 r Phone No 21Q2 3QEr_ n
5is::atu_ Date:
maaaamaaan�r as s=sea a aaaaaaaaaaa=algae=aaaa�taaaaa»aa3ae3aaaya3aaaa
C+r=B�lVa3��-aaae_t
(we) understand the operation and maintenance procedures estahlished in the
approved, a tmal waste management plan: for the fa= named above and will implement
these procedures. I (we) know that any additional e_;ar_sian to the existia;
design capacity of the waste treatment and storage system or construction of new
facilities will require a new cezzificacicn to he suhmitted to the Division of
2=7 onme nta.l Management before the new an—als are stocked. I (we) also
understand that there must he no discharge of ant -,.al waste fart this system to
surface waters of the state either though a mar. -made corveyar:ce or through
runoff from a scarm event less severe than the 25-yea;, 24-hour storm. The
approved plan will he file?' at c e fa_= ant at the office of the local Scil and
Water Conservation District.
Pia=& a: Tyard Cv+_sr (Please Print)
Signate: Date:-9�
Na=a of wan=ages, Z dMit= I from owner (please print)
Signature • 7 Date:
*rate: A change i-. Lana cw,_ers ip ra<7__, res r_otificat_o:: or a new certification
(__ the ay -;roved plan is changed) to be submitted to the Divislor_ of
E-.virorrertal Ma^.agersent wit:::.: 60 days of a title transfer.
DEX USE CNLY : AC-_=n

)rcTe or North Carolina
Department of r" vironment,
Health and ' Nate al ReSOUrCeS
Division of Environnental Mcncgement
Janes S. Hunt, Jr., Governor
Jcnatticn E. HOwe s, Secr etGry
A. Fret;on Hcwcrc. Jr., � E„ Dire- ar
ADDENDUM
CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
Nave of Far: /Wc- rl-30
Addr-.ss: 0 0 /f1C. 2j1`9 Co
.r.r.��
G�)
Namc of Land Ovmcr (F
Ill" *6*6 e
Signature
Name or Technic :I Spe,^Iatist
Slgnacr= (Tecilrucal Sceci a_st):
All SV .r cs below: tar. zr`
�t=e.1 \.
rI M AV �, fll d%5a� _ w � � c�
a technical aocly to the:zar-
L�
The iri;zdon s-!5;=m has r:at L•+e�.:z irsmlled or evzeated conce.—ni.-.— aoz:de sze, sLry patzez,-.
Spacing, pine eze, e:c. It is the rescensibility of the produce; to COMLI and o_txmte the
system Wjth t_he procer components and to supply the mquire az rzra.Tcz to assum that no
to -no" of collutat•.s oc7urs duHn; ope2dn and that the waste is z: pLed at the anomved rates.
By -x4- �n (mlL���orr�+!Vdzyly�e�a�r(7) the�•Q!�roduce. should have an it S_son s;ems alzsz, possaly
tl':e dale Wf:v.., ti z sys= was purf-u ed, pr-cpare an operatan and plan for
the irngadcn Sys= so than th.e prc;ducer kmow•s how to open~..- the equ:pme nt to nee: the
II011'�LSC.�"ae re L'Lre.�.e :G. ,
Tae was4 mar-agemen: plan for t is opemtion is bas-d on yields higher than wr.at is now
=ccamzendad by IN -RCS; however, these yields ar obtazuable and.-r high Ieves of
managc=ent and the fanner has sspocrun; dc�sm=r3t on to justify hige. =;en
application rates.
All of the pet=zner= vegeradon required by the warm cn=agemezt plaun has not beta
establishl ed as or the d :te of this ce:-.'d-cadcm The pr,,duce: a .cs to esz-,bLsh t1te
vc;-ttl cn by =d m provide a tempos.: y sm-,t7 gala moo_ in
cse sc�:..e au=== is Mqu ..d prior to tlhe est_blis:lmeat of Gha pe.:L��.�rw ve;e•_dori
Tac Iandowne: is res-pon ole for nod_ry+.ra Dl=tit in w itin; th` dire sit-.w woes thy_ has a compliant'
dare has been compie.ed. This nodacadon m= be rc,-ived by DEM vicLi, 15 days or the
cc=uL,lnc,--- Listed above. Ple :se sc .d ve:idcaden of the properly woe< to: DMIA
Planting B ra-rc.h, P.O. Box 203535, R: lcigh., N.C. 27626.
ecrnddn.dac
rvris: d: 6-15-95
P.O. Scx 295-2i, %!eigh. Ncr;'h Ccrcr:nc 27626-- ."S Telephone [phone] FAX [phone]d96
An=.�-;dCcccrt:r,irtA,�.mcriveAc1crs 50,4reCyc!aC/pC:er

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Production Unit:
No. of Animal Units:
Type of Waste Facility:
Temporary Storage Period:
Animal Unit Equiv. Live Wt:
Lbs/Animal Unit (Year:
Lbs of Plant Avail. N:
Brown's of Carolina, Inc
Farm #30
Bladen
Farrow -Wean
2000
Anaerobic Lagoon
180
433
5.4
10800
This waste utilization plan is based on the following fields, soil types, and crops. If this
information should change, please contact the Soil Conservation Service or Brown's of
Carolina , Inc. so that a new plan can be written .
Tract #
Field #
Soli
I Crop
Yield/Ac
Ibs N/unit Acres Ilbs N
Time to
T e
Code
f Re uired
I A i
11125
UN1
GbA
C
6.5
50
20.00
6500
Mar -Oct
11125
UN1
Ln
C
5.5
50
10.00
2750
Mar -Oct
11125
UN1
NoA
C
6.1
50
6.00
1830
Mar -Oct
Total 36 % 11080
Available N 10800
*Difference
-280
A.
Barley (1.6 lb Nlbu)
I.
Oats (1.3 lbs N/bu)
B.
Bermuda Grazed (50 lbs N/ton)
J.
Rye (2.4 lbs N/bu)
C.
Bermuda Hay (50 lbs N/ton)
K.
Sm. Grain Grazed (100 lbs N/ac)
D.
Corn Grain (1.25 lbs N/bu)
L.
Sm. Grain Hay (133 lbs N/ac)
E.
Corn Silage (12 lbs N/ton)
M.
Grain Sorghum (2.5 Ibs N/cwt)
F.
Cotton (0.12 lbs N/Ibs lint)
N.
Wheat (2.4 lbs N/bu)
G.
Fescue Grazed (50 lbs N/ton)

H. Fescue Hay (50 Ibs N/ton)
" A negative number reflects the total number of lbs of additional N needed to achieve
yields on acreage shown in chart. A positive number means additional land is required
to utilize the N produced by the animals.
This nutrient management plan has been specifically developed for this swine operation.
The plan is based on the soil types, crops to be grown, and method of applicdation for
this particular operation. The waste must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients in the animal waste should
be used to reduce the ammount of commercial fertilizer required for the crops 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 and annual soil tests are
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to
be grown.
Several factors are important in implementing this nutrient management plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environment-
ally 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 and leaching potential. Waste
shall not be applied to land eroding at greater than five tons per acre per year. Do not
apply waste on saturated soils or on to land when the surface is frozen. Either of these
conditions may result in runoff to surface waters. 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 not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical nutrient content for this
type of facility. Annual acreage requirements may be more or less depending upon the
waste analysis report for your waste management facility.
Additional Comments:

. f APPLICATION OF WASTt BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop,
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts,
Tract
Field
Soil
Type
Crop
Application Rate
inlhr
11125
un1
GbA
C,K
; ; 0.50
11125
un1
NoA
C,K
0.50
11125
un1
Ln
C,K
0.50
Application Amount
inches
1.50
1.50
1.50
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optiMUm soil conditions.
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 the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm
It is the responsiability of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to .applying the waste.
Page: 1

Prepared by;
Concurred jr
Producer
Title:,Z
f..,�rDate: I'
Date:
I understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This
equipment must be available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste
will be applied on the land according to this plan at the appropriate times and at rates
which produce no runoff.
Date: f`Ir~8
Date: fr

*r. N Uri 9.l4 tiv� �l -.�'' •t<��..�-y` i �i �Y .^�`�"J���.� t i!'7� " }
,0.�10
ur4 • � �
,t I ! i y.,

�•t1r: +_�c.'�� - -�,� r•, �{f�, �,�. � rC cj�'.. .. 1 t, _r�� _ � r���i-rfy� � �r � ��.
�Ar '1^. r. 1_';. ]j': i+.�'c'- `aJ•�°+irr S ���T tl_ _ s..: � ! is ]'• ri .
7• , a• :�"!'� � a'••r.]°=t�� r• �-`_ ..yc�',.Cr�'�� Ry�:'4 "'�w��'' i 'l^� 4 •.jl y�:+,�h .. _
_ .to �.:: - :a; ��J 41 �' :r .K� •�1 �: ^!.•e�'}�.>tS-. •'tj' ia^fiti LTG. 1.� -t '•,.P• � �l i. �']t�,{ a �" �!
..•�.�_'a_' ,!.•7•.r. '•': `•,yA. _ .F+1 i 1i, r..y.1,1 `5�t +rice ' •! (.Y J �' - l'+• �. ,�,
'~- CSC r _ '• i
• �i� +? *'� .-{ a .il: Lr• J t� ��r,,,:r y }'i � •'1 ii�S � �� '1i1���, Y ...r.
"I .J��,'71'�lr�l.'- '` •-a •'• •r � A � r-'r � 't+'`� :f•'" "- �/� .r
r.71
k"'- .•1.-C'•:.,}`• • 'r�,i.. :Y it-: -•� - - �� W�•'~ ~- --
iff
��` z s-•--a .��r- fir_• 1 /�y{7�yn :`�'l2+Je�•.• a� •,� •y 'Er� .v+,•�'y ` 'ivy• '', � •'N
OL
,r "Kit.., .JLI h�-[�'� •4 a7 - \-ffTf7 -+ y:" y`` _
'!.Y'. �:. x{'t F: • r Y .i �- � � V X" -� � �j, ,� .__. � - � i _ �t+"�'i_ ) .t'.i t" 1' ,_5 - "+r_ r !►�+
y.w 1r-� i
.f - :'��~ -.i • -��^��� ���...,Y'--••�r_':'L r� - rr` � ,r•a' [,��i.'��" - - ' � n�• rf:` T •-�t+'�:1: f _-. � ��� i
,?:�` .r\ - s °'• -�=0 <,�•.SQ �+.jY�� I:��' � r c� y. t �•I, 3L�. f �,, ^'V•-• i _ _ / {'
a, � ,1,' �-1� �,ti':' , ., [�•, � � �yA{' C'�.;:- e ` '�, - / �..� y .4' .1r� r _: _!!
ji
't�tc 'fir; -- �•A � ,� - 3 ^� '1.�;�• ;� �?t; �, - �J r � `�ir,Z � r'r � ti,.
li
Jt'' Syr-yc.
.:l. :'; `�.iJ..•?I �:Y}.pR•f�:.A"� .. '. e.- r lw : - - ... '� �:': ;ti ••'S"u¢�i;+;'y
Gr
AR
bk
r' '� •;�_.,•,1:1 - _ � 'a r. � �• � ;,�,�.,-'ai
j- I k r,x f SrM 'S iy• f J y y1•+
.qr. •Y A r y,. S.. y�
All
Ml
E
• r •"i h• ti-

WA,S E UTkILIZATIQN PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shalt not reach surface waters of the state by runoff drift, marinade conveyances, direct application, or direct
discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized 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 a notarized agreement with a landowner who is within a reasonable proximity, allowing himther
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, climate conditions, and level of management, unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding
at more than 5 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 Strips)
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 worth Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runofFdoes not occur off -site 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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth
that would prohibit 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 a crop or forages breaking dormancy.
11. 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 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 surface water. This
distance may be reduced for waters that are not perennial provided adequate vegetative filter strips are present (See Standard
393 - Filter Strips).

Mortality Management 1•Iethods .
(ciie:ck which methods) are being implenientcd)
0 Burial three feet beneath the surface of the ground within 2-1 hours after
knowlcd^_c of the death. The: burial must be at least 300 feet from an'.. flowing
stream or public body of watcr.
Rendc:ing at a readc;iitg plant licensed undo: G.S. 106-168.7
0 Complete incinc.atton
0 In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Dcpartmcnt of Anriculturc
'Anv method which in the professional opinion of the State Vc:c:inarian would
male possible the salvage of -part of a dead animal's value without cndanac. ing
human or aninial health. (Written approval of the State Vctc.inarian must be
attached)
lnsect Control Checklist for Animal Operations
tiuorce f`uusc 11MI's lu Coulrol lusccts Silt Slccrifuc Pracliccs
I,irluid Syslcnis . —..
1=11r,11 G1111crs Accumulalioo of solids © Mush system is cicsil;rtcci Will ohcratal
suflficicully In rcnwve IccnLitt till ctl sulhls G-ucic
gulicrs as dcsigliccl.
El itcmovc bridging of accunitilaiccl solids pl
ttischargt;
i.al;uuic. Will t'ils Crustal SUlials Maintain Ia�opii sc111inU baSinS Wud Mils wlccrc w
pcsl brec.tliul; is ahparcicl to niinilni-te 111e
trusting of Salida to a depth 01.110 MOO 111aii G -
8 iuclics over inorc Than 30% of siii-facc.
WiiAeessivc Vcl;cl;rlive lh:cuying vegelaliun Mainlailt vcgetativc control along baAs of
t icu►vilc larnons and other impoundmcnis to lircvcnl
accu111111 Ilion of ttecaying vegelative mallcr
along►valer:; edge on impoundcucnl's perimcicr.

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPS to Minimize 041411- slue Sllceifle Vj-acliccs
Faurnmeatl 0 Swine production
Vegetative or wooded buffers;
Recommended best management practices;
Good judgment and common sense
Animal holy surfaces a Dirty manure -covered animals A"Dryfloors
1111401• snl frees Wet manure -covered floors Slotted floors;
Walcrers located over slolled Hoof's;
n Feeders at high end of solid floors;
L1 Scrape manure buildup from floors;
Ci Underfloor ventilation for drying
Manure collccliuu pits • urine; n Frequent manure removal by flush, pit recharge,
• Pailial microbial decomposilion or scrape;
Underfloor ventilation
VeuEil.ltiun cxhausl fiuls
Vulalile gases;
K Malt maintenance;
Di15t
�F< Efficient air movement
hulutir surfaces
Dust
Washdown between groups of animals;
n
Deed additives;
n
Fcetler covers;
171
Feed delivery downspotil extenders to fectler
covers
1'1os11 males
• Agitation of recycled lagoon
L1
Flush tank covers;
liquid while tanks arc filling
11
li.xtend fill lines to ncar bmumin of tanks wilh
anti -siphon vents
l lush alleys0
Agitation during wastewater
O
Underfloor flush with underfloor ventilation
conveyance
Pit iecharew points
0 Agitation of recycled lagoon
n
Extend recharge lines to near bouoill of Ails
litplid while pits are filling
%vidi anti-slplion vents
Lift slcniuns
0 Agilalion during sunip tank
n
Sump 11111k covers
filling and drawdown
owsidc drain collccliuu
• Agitation during wastewater
Cl
Box covers
ur jtmctilln buses
conveyance
- ,ANIfti; - 11,mmb4r 11, 1996, Page 3

Source Cause BMI's to Minituice 0(lor Site Specific Practices
End of drainpipes at • Agitation during; wastewater Cl Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; A Proper lagoon liquid capacity;
• Biological mixing; Correct lagoon startup procedures;
• Agitation Minimum surface area-ta-volume ratio;
Minimum agitation when.pumpinb;
Cl Mechanical aeration;
F1 Proven biological additives
irrtgatlun sprmmcr
•
I ugu pressure agitation;
irrigate on cry (jays Willi tittle or Ila wino;
nozzles
•
Wind drift
Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
❑
Pump from second -stage lagoon
Storage tack or basin
0
Partial Inicrobial decolnposition-,
Cl
Bolton) or nlicllevel IoarGug;;
surlace
&
Mixing; while filling;;
0
Tank covers;
•
Agitation when emptying
❑
Basin surface inats of solids;
M
Proven biological additives or oxidants
Scnliut; basin slrfUCC
Partial microbial decomposition;
Cl
Extend drainpipe outlets underneath liquid — �—
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Mantife. slurry or shldge
•
Agitation when spreading;
❑
Soil il]jCCliall Of SIIIRYISIMI&CS;
spreader outlets
Volatile gas emissions
❑
Wash't-csidual manure from spreader after use;
0
Proven biological additives or oxidants
Ilncoverell Illaunl-C,
•
Volatile gas emissions while
0
Soil injection of slurrylsludgeS
slurry or sltulg;e tin field
drying;
❑
Soil incorporation within 46 hrs.;
silllaces
0
Spread in thin uniform layers for rapid drying;
0
Proven biological additives or oxidants
Dead aniulals
Dead anilllal disposal
Pits
Illcincratol s
• Carcass decomposition
• luconiplele cunibuslion
Proper disposition of carcasses
❑ Complete covering; of carcasses tit burial pill;
❑ Proper locatioidcousiructian ol'elispnsal pill
Cl Secondary stack burners
AI`10C - Noveutber 11, 1996. Page 4

Soorcc Cause 116,11's to Minims -le (]elur-+ _ — -- — Site 5liccific Praclices-
Standirng water arenuul • Improper drainage; Grade and Iaudsc:lpc such hill Willer 1166115
facilities 0 Miumbial decomposition of ,Iway front facililics
organic manner
Manure track -ell onto Poorly maittaincd access roads Farm access road maintenance
public items Iioul farm
:Il:ei:55
Addiiional Informaiinu : Available: From
Switrc Manaire: khmagentcal ; 0200 Ralc:/IIMI' peckcl NCSI). C11lully Emensinn Ccnler
Swine 11nriluclion Farm Potential Odor Solaces and Remedies ; EDAG [act Sheet NCSI) - 1IAF
Swine 1'nrduclion I-:Icility Manure Management: I'll ltecllargc - Lagoon Tre;wncnt ; fillAE 128-88 NCSI I - IIAE
Swine Prothiction Facility Manure: Management: Uuderlloor Flush - Lagoon Truaiment ; EHAE 129-88 NCSI I - IIAI;
Lagoon Design and Manngeulem liar Livestock Mamirc Trealment and Storage ; EIIAd: 103-83 NC_S11 - BA F
Calibration of Manure :Ind Wastcwalcr Application Equipment ; EMAL" Fact Sheet NCSI J - 11A t;
Coutiolling Odors front Swine Ilnildings ; I1111-33 NCSI1 - Swine Emensiuu
Enviroamcutal Assurance Procrarrt ; NI'1'C Manual NC Polk 1'miluccrs Assoc
OpHims Ii+r AlanagingOdor; a repart from Ibc Swiuc Odor Task I•nrcc NCSIJ Agri Cummimic;bons
Nnisaacc Concerns in Aniurd Maunre Managemeal: Odors and Flies ; PRO107, 1975 Conference Pruecedines Flnrieh Coc+per;nive EXIC11siotl
AKWC - I-homidwr 11. 1996, Pap: 5

LAGOON MARKER
�-- FREEBOARD + 25YR%24HR STOR;
MAXIMUM LIQUID LEVEL
�--- 6 MONTH TEMPORARY
STORAGE
IINIMUM LIQUID LEVEL
'ERMANENT STORAGE

E RG-ENCY ACTfON PLAN -
PL0107 WIT31RS
D Q 1/0 -'186 [5s//
SYSTEM 31 I -
SSViCD ISO fuz (9,�
NaCS 1/0 Az &Lj3
• ASS pill wil be in t :e event fuz wises Sal your ape.- ica we WAS;
cveNaving, cr xz=ing A On Yaz SHCOd act WE: ut.—1 w ves mmch sure- w-at,:-s orIeave
pur prcpe_ry, to mm ider t-,z.* ycL: have a pr:bieZ_ You should nzke ever Cffbrt to ea=a d
&.is does cat happen. Tm-i sin shc�;le be,;�2 s-,:� �n x�s'�-s,�oLe Toaon fQr aSL ,I4vr_s at
hg2 ry The 'bkw ::gg zre'scmm a acn ite.::s ycu s.;ouId take.
1. Son the release e Orsty. Dep endi: _ or, the Leis aizy or =y flat be passible:
Su,ected rev, cases to scr:e Fessicle prcbiems are lived bellow.
A Lag�or ove ��cc.--p;6ssccle scic�ars z_�e:
z Aid sA to bean to increase e!evcm
b. Punp to felds a= an accepta:ie Cr__-
c• Stop a-11 %aws to the ia3ccr, ir,medi_*e:y.
d, Call a
e. tNLke s`e ro sL,r-acz w_e_ is ect,:;,iS lagacn.
B. R::r & Sam �'�5:; a-p;U=7 cache:d-?c*rs include:
a_ L=-edl e.y stcg
b. Crezze a te.s:p era:y dive,,:an to waste.
C. L:ca carz, .z waste to r puce =07
d_ Evzuzze z,d eI.*a..ira a the r=scr,(s) -.hat wed the runoff.
E'or t::e Lclds whe-e rsnaffoccurcd,
C. Unhae frarr, the azste pipes a_-:d s7pr�_k!e.7,,Iction include:
z Stop r rclz
In Stop it 20cn puZOp.
c. CIcse -rai-res to e?i:- i:1--te "L:. he: d'zsch��e-
d. F-; ar a1? 1e_ks prier tc re zas ,g cum s.

D. L- K-'Ze uar1 E�:Z s}s`e:::s, houses, sciid seaa:-tars-ac:.Taa include:
• a. Stop r_°^rcte pug p.
b. Sc=o rump.
C. i'v;Y:ts su.e zo sci:cn
d. Scup all ffCc••5 in the hCuse, fus"a Srstzms, or solid sepa.-a:ors.
e. Reza:,: 41 lezcs pr cr to res� dr:g pumps.
E. Leakage cr sic.­.�. T7 c4 iagacn. Over+ uhis is seepage as opposed to IIow:rg
" Ie: ��-pcssioie area: '
a. Dig a sr,aII we:- or ditch to c_--ch a1 seepage, put in a rLbrner; ole p=np, and purnp
�,. back to Doan.
b. If hcIes are caused by burrov,img an! malls, trap or remove ani„a1s and ffil holes and
ccr.;pact :a a clay t� Fe sca.
C. P'Ve a prcfessiorz vzlua:e the condition of d' a side walls wid lagoon bottom as scan
as possible.
2. As_ems t-6e•e:cn_r._ of r:,e spET and note a..y bbVlaus da.Ma;Ires.
Z Dld tt:� we ra2�..n ai'iy S•ur:ace ''v'aie ��
b. A croxinnateiv how much was released and for what durz.:an?
c. A._y dr..age noted, s--ch as employee injury, fish kills, or propelam dage?
d. Did u-e still leave " e proper y?
e. Dees &,e sill have the patenLal to reach sur`_ce water;?
f. CQuId a fore rain eve:it cause tlic SpuI to re_c:, sur►acs wale.,?
g. Awe pat=..ale way: w•e:Is in, d=-:get (ei� er an or ai= oFcze ProperY)? •
h. Hoy.,• rnucn reac ed sum ge wa e:s?
3. Ccr.'�--•t a Grogria.e a`�:.c:es. '
a. DL=.rg rioril2 busu*:ess hour, call your DWQ (Divisicr. oPWa*er Quality) re~ oaal oc
Pl:cre /4 G15VI A.` e: hau mi, e.^ierzency riuniber _�/9 733 39�Z Yaur phase c�,Z
should include: yoc:; ri: rne, �..�1iry, telephone number, the de:3ils of the incid irara its
2 a:.cve, tl4e ex-- icczzon of Labe tacli ' &e Iec7. -:Cn or circ a a of raovenscit of the ri'II,
weaztier a. -id wind card=dcns. Tre ccr:ective m,eyzures tna_ have been tzk--- hand the
se.�cc:s..ess of the s:.—`eri.
b. L ,.. M Ie v% praFe.^y cr e:.Le. s s =. ace vra,e ,, call Ioc! EMS Phcne ru ber 9I I.
c. L„r=.uct EMS to co ntc; to c:41 H t? th D eraatent.
d. Ccrtact as, pciene r.•unae: /0 Ad4 59 Iocal SWCD at5ce phone rn=ber
9/0 42- 69�G. a::d [cc --I NRCS oE.ce for advica,te finical assistzrce phone member
4. if ac. e c` �-ie a~cve ��ar:s, call 91 t or tine Siie::Lffs Dep =neat a: -id explain your problem to
&,e; : z:,d ask tl` at pe:-,cci to cantz= tl` a proper agencies For you.

k'x..
S. Ccntu'—I tha: factor afyot= 6cire to be& Mair cf prabfen to, m-M=' a cf s to dam_
44A)a
a_ c�ac,�rs Itiamc:
b. Coatrtor 4ddress:
c, Ca�ors Phcae:
d. Caat :ct the t*:!:r ics—T sp 'ter Vac c--. Ee4d [be [agacn { ZCS, CcnslI�En3 E.zSLar, ,
a. Name:
b. Pha�c: /0 9 9/0v �70
7. I=I=e rt prac*4 as ads Lted by 10 WQ and tecImical assst ac- age=cies to retry the
,4z--a r, repair the systtm, aid rsss= the waste.- mauagc.—a-it plan to k..- 7 pmbl=s wru4
re?=e of wasp.= from 1zpp=I:tg ag3Ir .

UNITED STATES SUIL 12' .' Semi%x Ctr.
DEPARTMENT OF CONSERVATION I:liz.L. •to«n, NC 28337
AGRICULTURE SERVICE 910-862-6936
WASTE NANAGEMENT FACILITY SITE EVALUATION
GE::`ERAL INFORMATION
N,,NIE Lam.. e. [�TF,:,;•'�, _
-1
TELEPHONE -3rr; ? - q-'-'/'1
LOCATION 1-7/0
SIZE OPERATION Zzo0��
FAR - u} E r-r)
LOCATION DATA
DISTANCE FRO%I NEAREST P,ESILf,-.NCE--NOT OV,'N ED B�' PRODUCER -;-/p°FT.
I5 SITE WIT HIN IW-YEAR FLOOD PLAIN!
If yes, SCS cannot provide :issistalice.
Y F S NO ')�
IS SITE AT LEAST l D FT. FR6"NI A "BIJ;F LINE." PF.RFN'NIAL
STREAM? YES NO
If no, site mutt be relocated.'
IS SITE WITHIN I MILE ZONING JURISDICTION OF A
MUNICIPALITY? L YES NO V
If yes, landowner should consult with local zoning board about required permits.
Permits must be ohtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES NO 4
if yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES_ NO
If yes, producer must complete a Form AD-l026. �.C_1, % A i-%,,,r. T ; � � I'.,
�z
WILL ACTION RESULT IN SWAMPBUSTING?
YES NO X
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLA`iL'S SHOULD BE "T TERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORD OF ENGINEERS AND NC DIVISION:OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
.............. PREDOMINANT WIND DIRECTION? YES X NO
........... POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CU.FT. UPWARDS
......... TO 3 CU. FT.1LB. OF ANINIAL? YES X NO
..... PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST I/2 OF THE
........... CAPACITY? YES % , NO
......... USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
.............. WASTE? YES_'j_ NO
s�

OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED ANLYCK THREATENED SPECIES HABITAT PRESE,N'I`!
YES NO X
IS A DESIGNATED NAT RAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS D4PACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO
IS AN ARCHAEOLOGICAL. OR 141STORICA.L, SITE LOCATED 1N THE PLANNED
AREA'' YES NO X
ARE THERE PRI.�tE, L',\;IQUF, STATE OR LOCALLY P,1PORTA\T FARMLANDS IN THE
OPERATING UNIT? YES_ NO
WILL THE ACTION RESULT IN SODBUSTING? YES N0-z_
If yes to any of these quta.iuris, refer to form NC-CPA-16 fur P(jliev sources. The form due; not
need to Nc completed.
WASTE MA:NAGEMEN'T
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY' LAND
APPLY WASTE? YES )C NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTE? YES NO
(Attach Waste Utilisation Plan to site evaluation.)
SOIL INWESTIGATION - VALID ONLY IF SOIL INVESTIGATION SHEET .ATTACHED
IS SOIL SU17ABLE FOR LAGOON? YES X NO
IS A CLAY LINER REQUIRED? YES X NO
IF YES, IS CLAY AVAILABLE ONSITE? YES X, NO
QUESTIONABLE
IS A CORE TRENCH REQUIRED? YES NO_ (�
(Attach soil investigation sheet to site evaluation.)
SITE APPROVED YES X NO CONDITIONAL
COMMENTS ' L: ?, i2E r sue- - r �_ Pc �� c�c S-�1.�I/._.�7 Ire'. +, 1117 e s
`t?r / E5 o ALL'-
lit
rla ` L4 -;a e^"y ; � e-' s r- e+r�l. l
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED. SIGNATUR.1 -:_ z,.,,•Z � Z,J1 i - - 4' (DATE—j!�_-ZS-�J
Page I o
L"J

1. I:i � .... _ _ . ��-' , � '� � •� r'`:.�I r �
rz;
t
f�`s•�:rrd Y..
17
)021
tg
I. �� � _ ..�•--•-- - � 1, Yi ,'�) \fir,--•' .._ li' i � .E` ,.���?�;�••r-.
' � i:i:wCCln
' •��1Y1 0 / I •I l'.' ICJ J,`/� ff ,, ',� ....-�'.,`- -. -! � �,.• i I ,
����� /'i' i/jr4// ... 1_._.�T �r � �.ltj ,1� � ` \�'i- �1+I• t�� 1C7 � .. 1
..,t. J � f r _ _- � .f.,. '• � =lam r ..�}
- '�. � -�+•r1 �•J� �I y i`� r-"'. .�lT� _� .j f��,l. � 1 ��'� •1. I _ _
31° 3°0 r• `1,r rig 21c7 "JAG F y 8LK7C N 7.5 W!. 121 .�15` iG
78 37 30
�� Produced by the United States Geoiogicai Surrey
•11,� in cooperation with North Carolina Departix;ent of I r
Contxd
slut 4 R G
��
ices and Comr�nuntty�Develo�
• � . "{J$ S; l+iOS/134AA. Md No"sth Giroitna -� ,- ,Survey � f��,
emmetrlc nxdho& from aerw hotographs
,,,,,,�,,�� r i I
. • : iAi[Ei1 '1960 81, F ,heck-td 1E98. -(dap edited 191� 124 MIL31 � 1'73' ....
Pioje+ctlon sod Iti.00�1 grid t(dc,K Ncrth CaroDna ccvrdlrsat4 ' j� ;
._ �.� ..._ - ...-. ��m• {Y�rnba¢: ca rnatrwslci

. .
. . .
Op�rator:D|uef|e|d Farms County: B|aden
Dato: 10/1::-::/94
D|ytance to nea.rest residence (other than owner):
1. AVERA8E LIVE WEIGHT (ALW)
2100 foet
0 sows
(farrow
to
finish>
x
1417
|bs. =
0 sows
(farrww
tw
femder>
x
522
|bs. =
0 head
(finishin3
on|y)
X
135
|bS. �
2Q00 Sow
(farrow
to
wean)
|bs. =
0 head
(wean to
feeder>''
x
�0
}bs. �
Describe other
Tota|
Aver -age
Live
N�I/Sht =
�. MINIMUM R�OUIR�D TR�A7M�NT V�LUME OF LA�OON
866000 |bs
Vo|ume = 066000 |bs^ ALW x Trea, tmen± Vo|ume(CF)/|b, ALW
Trinatment Vo|ume(CIF )/|b. ALW = 1 CF/Ib. ALW
Vo|ume = 866000 cubic feat
��. STORA8E VOLUME F8R SLUD6E ACCUMLJLATION '.
�o|ume = Cl cubic fclet
4. TOTAL DESI8NED V�:ILUME
Inside top |en3th (feet) - -- - - - - - - - - - - - - - - - - - -
620.0
Inside top width (Ceet)---------------------- 299.C�
7op of dike elevation (feet) - - - - - - - - - - - - - - - - - 4�39.0
8vottom of |a3oon e|eatimn (feet) - - - - - - - - - - - - .0
Freeboard (feet)-----------------------------
1'0
Side s|opes (inside |a800n)------------------
Tota| dasi8n vo|ume usin8 priamoidL) formu}a
SS�E�N1 SB/EN�2
SS/SIDE1 SB/SlDE2
LENGTH
WIDTH DEPTH
614.0
293.0 9.0
AREEA OF TC-P
LENGTH * WIDTH =
614.0 293.0
179902
<AREOF
TOP)
AREA OF 8OTTOM
-
LENGTH * WIDTH �
560.0 2,39.0
133O40
(AREA OF
8OTTOM)
AREA �F MIDSECTION ..
LEN',�'TH * WIDTH * 4
5T.0 Z66.0 (AREA OP MIDSECTION * �>
CU. FT. = [AR�---A TOP + (4*A��A + AREA BOTTI-IM3 * DEPTH/6
17982.0 133O40.0 1.5
Tota| Deyi8nod Vo/uma Avai|ab|e = 14�7465 cU. FT.

'
. ..
TEMPORAF{Y STORAGE REQUIRED
A51
DRAINAGE AREA:
' Lagoon (top o� dike)
Lenoth * Width =
620.0 299'0 18538O.0 square feet
..
Du||dings (rooF and |nt water>
0.0 square feet Describe th/m area.
TOTAL DA 18t5380.0 square feet
..
Des )3o temporary storage pier- |wd to be 1O0 days.
5A. Vo|ume of waste produced
..
Feces & urine production in 3a|./day pon- r 135 |b. A L W 2.37
`
Vo|ume CSO0 |b9, ALW/1 5 |bs ALW * 1.37 8a|/day 18() days
�o|urn e = 15818s. wr cubic feat
5B. Vo|ume of wuah water
Th;s is the amount of fresh water used fnr wa«hing f|aora or vo|ume
uf fresh w ater used for a f|ush system or excess water. F|ush system�
that recircu|ate the |a3oon water are accounted for in 5A.
Vy|ume � 0.0 3a||onm/day * 180 days storage/T.48 �a||on*
per CF
Vo|ume = 0,0 cUhic feet
5C. Yo|ume oF rainfa|| in excess of evapnration
Use period of t|me when rainfa|| exceedm ewaporation by |ar8est amount.
180 days excess rainfa|1 = 7.0 imches
Vo|ume = 7.0 inchas * DA / 12 inches per foot
Vo/ume = 1O6138.3 cubic feet
50. Xo|umo of 25 year - 24 hour storm
Vo|ume = 7.5 inches / 12 inches per foot * DA
Va|ume = I 5 cubic feet
TOTAL REl-,iUIRED TEMPOPARY STORA8E ,
5A. 11483 cubic feet
to . 0 cut, ic feet
!foC. 1021:38 cubic feet
5D. 15863 oubic feet
TOTAL 435484 cub;c feet

SL1mm; ,FAY
,,rnp:,r-ar-y st0P-Z.wte per' i +:1+J==-=--_===-----=_=_==
IRC;
+Jays
F;i i r, Fa I I i r, e,c r=spa F evap,: r'at # : r:=--=___-__-.
7
i riches
'1:5 year - ;_=F hour ra # r,fa I 1
7.5
i riches
1 ,s„i
fee'!:
Ir,s i de t ,1:' I E_n3 t1rw=.._=______________________.
r,''i;;.Q
fee t
Ir,sidc, top wi+Jth== _------�__:�________-_--.
.':�9.i;
feet
`1-vp 1:=f 11 i ke e I e�va.t i c n =--_--__ ..-W===___,_-_-
4').4:r
feet
tt:m :'f It-levati,:ri=- --------- ----
.-'.- -')
feet
-I- -ta I re+qu # r'ed vo t un,e=- __--_-----__ ______
1 _s:r14t-;4
cu. ft.
Actua 1 des i r, v+_, I urn: ===-============____==_=
14'::;746,5
cu. ft.
Sett= :,r,a 1 h i h Watertett' l e e 1 evnt i r, ( 5H16,11- _-_.•''
45.2
feet
St0 f., ,auniF, i riq e i ev. _- -__.:: __- _=___--_____--_
45. 4
feet
Must b.-B or = e S1,441T e I ev. _ ____-- _•
45 ..=
feeL-
Must be :'r = to ru i n, . r'e q . treatment e 1
45.0
feet
i r'r-.1 rni n i rrturn t r F.,a1:rr,ant v:' I urrl?-==--___--.
24; 000
cu. F't.
V:' I UM e at st : F' purr; i n, e I evat i
Cu. ft.
Start r'uEnp i n3
=! l'...
feat
P+1r.Ist t'e at b,:'ttorr, af. f r e e b t:, a r d 25 yr. rairifaI
I
Ack'uaI VQ!urne less "5-yr -- .-*4 hr- rainfaI 1
cu. ft.
VO I erne- at start purn F+i r,e I e v a t i
cu, ft.
f:e'au i rz'i ,r,: I Urne {::+ I a1':'<'--
:`.1
cu. f t .
Actua. vOlurne t1:' t'e ��.trri�r'e+:1=-===_____________
Z49
cu. ft.
n. th i c.kr,r_ ss c'f s:, # 1 1 i rier- when re u i r ._id=_::
1 .!5
feet
7. DESIC,NFD B`r'; AF'F'F,CIVE'D BY:
,,,ATE.
N111 E: SEE ATT•rAC';li-'C, l+l, -STE UTIL-17.ATION FLAN
I r
u u., C / �' S c•C
r4e, + `, SCC - -�-'e/

OPERATION & MAD;TENAINCE PLAN
Proper lagoon liquid management should be a year-round priority, It is especially
impor'artt to manage levels so that you do not have problems during extended rainy and
wet periods.
yfaximum storage capacity should be available in the lagoon for periods when the
receiving crop is dor:m:ant (such as winter time for be: mudagrass) or when there are
extended ral-v spells such as the thunderstorm season in the summertime. This means
that at the firs: signs of plant in the later winter/early spring, irrigation according to
a farm waste management plan should be done w-henever the land is dry enough to
receive lagoon liau'd. Th's 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
irrigate does not leave room for storing excess water during extended wet periods.
0verflow from the lagoon for any reason except a 25-year, 2-4-hour storm is a violation of
state law and subject to penalty. action.
The routine maintenance of a lagoon involves the following:
Nfalntenance of a vegetative cover for the dam.
Fescue or common bermud"grass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each yea r, the lagoon emban'.;ment and surrounding areas
should be fe7dlized 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 truce in years that weather conditions are favorable for
heavy vegetative g-o%vth.
NOTE: If vegetation; is controlled by spraying, the herbicide must not be alloyed to enter
the lagoon wa—,er. S°.:ch chemicals could harm the bacteria in the lagoon that are treatin&
t,e wash.
Maintenance inspect ons of the entire lagoon should be made during the initial Ellin; of
the lagoon and a: least .monchly" and alter major ra.n`all and storm events. Items to be
checked should include, as a minimum, the following:
NVaste Inlet Pines, Recycling Pipes, and Overflow Pipes- look for:
1. separation of joints
?. cracks or breaks
3. accumulation of salts or minerals
T. overall condition of pipes

Lagoon surface ---look for:
I. undesirable vegetative growth
?. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
17. side slope sLability --- slumps or bulges
�. we: or damp areas on the back slope
�. erasion due to Iack of.veget?tion or as a result of wave action
5. rodent damage
Larger Iagoons 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 Iagoon 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
technica? expert. Any diaaing, into a lagoon dam with heavy equipment is a serious
under:i'dn.g with pocentially serious consequences and should not be conducted unless
recommenced by an appropriace technical expert.
Transfer Pumps -=-check for proper operation of:
I. 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 or 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 rnaiiitenance a_ a time when your lagoon is at its low level. This will allow some
safety timt si,ould major repairs be required. Having a nearly full lagoon, is not the time
to think about switchimE, repairing , or borrowing pumps. Probably, if vour lagoon is full,
your neighbor's Iaaoonyis full also. You should consider maintaining annrinventory of spare
pats or pumps.
Surface water diversion fea<11res are designed to carry cll surface
drainage waters (such as ranfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other vast--
treatmLrL" or storage structures. The only water that should be
coming from your lagoon is that which comes from your bushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You s.Lould inspect your diversion system for the followin'f
1. adequate vegetation
2. diversion capacity
3. ridge berm height

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
jive you an ides: of how much your lagoon level will rise with a certain rainfall arnount
(you must also be r..cordin; your rainfall for this to wort;). Knowing this should help in
planning irrgation acolicador.s and storage.. If your lagoon rises excessively, you may
have an inflotN problem from a surface w cer 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. Drainoipes into the lagoon should have.a flexible pipe extender on the
end of the pine to discharge near the bottom of the lagoon during initial
tilling or another means or 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
Iieuid volume. This seeding should occour 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 azr:culcural lime at the rate of I pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum Iagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, Iack of bubbling, and excessive odor signals inadequate .. '
biolo.-i:cal acr;v. 'y. Cori sult�tlon with a technical specialist is recommended
i` 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.

Mana<rement:
Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
ivfiriimize feed wastage and spillage by keeping feeders adjusted. This
wilt reduce the amount of solids entering the lagoon
is n't? n lagoori-liquid level between the permanent storage level and
the full temporary storage -level.
Place visible markers or stakes on the Iagoon bank to show the
mini,rnum liquid, level and the maximum liquid lever (Figure 2-1).
St: rt 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 Iagoon
storage for the''winter.
T: e lagoon liquid level should never be closer than I foot to the lowest
point or the dam or embankment.
Do not pump the'Iagoon Liquid level lower that the permanent storage
level unless you'are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface a::d 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.
Fre quently remove solids from catch basins at end of con=lnement houses or
wherever they are installed.
Nfairta ri strict veaet.a.tion, rodent, and varmint control near lagoon edges.
Do not allow trees or lar,;e bushes to grow on lagoon dam or embankment.
Reunove sludge from the lagoon either when the sludge storaa.e capac.ity, is
full or bzfor? it Ells 50 penPRt of the permanent srora?e volume.
I` animal production is to be terminated, the own.-r 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:

proper lagoon sizing,
mechanical solids separation of Pushed waste,
aravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is rerrr.oved a:-+nually rather than stored long term will:
have more nutrients,
have more odor; and
require more land to property use the nutrients.
Removal techniques:
Hire a custom applicator.
itilix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bare sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper parr, of lagoon by irrigation onto nearbv cropland or
fora eland; mix renainin,; sludge; pump into liquid sludge applicator; haul
and soread onto cropland or fora eland; and soil incorporate.
Dew•ater 01- upper pas- of lagoon by irrigation onto nearby cropland or
fora eland; 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.
Reaardless of the method, you must have the sludge material asialvzed for waste
constituents jut 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
requiremn<-nc. Waste application rates will be discussed in detail in Chapter 3.
When removing stud e, 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 immediaceiv and noc 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 meta1 levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Itiote that if the sludge is applied to fields with very' high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always ha,.'e 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 ooserti'e the wind direction and other conditions which
could increase the concern of neighbors.
M

Possible Causes of Lagoou Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include lea<age 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 Iead to lagoon failures include:
Modification of the Iagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
Iagoon 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 Iagoon Iiquid level below groundwater
table.
NOTE: If iaaoon 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.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump ,veer tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate vvhiie decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
desicn will after the application rate, diameter of coverage, and subsequently the
appiication uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates weer of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For tine above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flovi and determine the application rate. Rain Gauges work best because
they already have a graduated scale from which to read the application amount
without havinc to perform additional calculations. Hovvever, pans, plastic buckets,
jars, or anything with a uniform opening and cross-saction can be used provided
the liquid collected can be easily transferred to a scaled .container for measuring.
For stationary spr,nklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
noruni1or7,aity of the application, On a windless day, variation between containers
or' mare than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
"'d., lflC� 'O! Training for 0,cerat;crs of A,,7if:1a1 waste Manage.^err Sy e.r'S illlmual

/Z
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLA�
------------------------------
Thia 1a3oan is designed for � a s t e: treatment (permanent storu�p) and
180 days of temporary stmra8e. The time reqoired for the p|anned
f|ujd | eve | (parmanent and..temporary storage) tu be reached mELy vary
due to si±e Conditions, weather,. f|ushirig nperationy, and the amount
of fresh water added to the system.
The desi3ned temporary consists oP 180 days st^ra3e for:
( 1 ) waste from and (2> excess raiofa|/ after evaporution. AIs�
inc|uded is utoraSe for the year - :,-,-'4 hour storm for the |ocation.
The vo|ume of waste qeneratsd from a 8iven number of anima|s wi|| be
fair|y constant throu9hout'the ye'ar nd from ye�r toyear, bu� excess
rainfa| | �i|/ vary from year to year. The 2 ' yeap rainfall will not
he a factor tu oonsider in a n annua| P,ump;nS cyc|e, but this storaGa
voIume must m|ways be avai|ab|e.
.
A maximuon e|evation is de'rminmd in each desi3n.to bej in
pumpin8 and this |s usua||y the out,|mt invert of pipe(s) from
bui|din8(s), If the out�mt pipe |s not installed at the o|evation to
be8in fpun/pim8, a percnanent marker must be instal Jed at this e|evatiwn
to /ndicate when pumpioS shou|d be3in. An e|evation must bU. estab|isbed
to stop pumping to maintain |agoon treatment depth.
Pumpin3 can be started or stopped at any time between thesE. tw�
e|evations for 1:11:1eratin8 convenience as site conditionspermit, such as
�eather, soi|s, crop, anoquipment io order to app|y waste without
runnfP or |eachin3.
Land app| i c a t ion of waste water is recnizEd as an acceptab|e
method of dispoia|. Methods of app[icAtion inc|ude so|id yet,
center p|vo't/ 8u1­1s, and trave|i n3 Bun irri8ation. Care shou|d be
taken when upp|ying waste tu prevent damage to cro�s.
The fV}|owin8 itens are to be carrisd out:
1. It is strong|y recommended that the treatment |agoon be prf-3--
char8nd to 1/2 its capacity tm preven� mxcessive odars durin8
start - up. Pre-char8in8 reduces the concentration of the initia|
�aste enterin8 the |a3o�n thpreby reducin8 odors. Sol ids should be
covered wun with ��f|et at all t;mes. Whon rchr
peaSino
3 is cmpe |te,
f|ush bui |in3s with recyc|ed I o o n liqu|d. Fresh w s t e r- shou|d mot
be used for f|ushin3 after in|tia| fii| in,=.
Z. Tha attached waste uti||zation p1an sha| | be fo| |owed. This
p/an recommends s%mP|in8 and tastin8 of waste (see attachment)
It, afore |and app|/cat|on.
�. 8e'8in temporary stora3e punp-out o� the |a3oon When f|uid |eve|
r*aches the e|evation 47.3 a� marked by permane�t m�rker, Stop pump -
out when the f|uid |sve| reaches e|evation 45.4 . ^'This tmmporary
storage, |ess 25 yr- 24 hr starm, contains 3196Z1 cuic foet or
2��0T68 8a|/ons.

/,3
SHEET Z fDF 'Z
4. he r"e c ninler'rded roax i rnurn a.rn.iunt t cl a.rlp I y rier I r'r' I Jat i is
lire ( 1 ) i rnc.h and th r"ec:I:,rnrnr'n�:Ied n3ct:'. f mUAl csr'� I I cat I girl r'cr.te 15 tJ.
i nc per h-:1ur• . I:= Fer- t1i the WASt$ ut i I i Z ttt i irs rl I an fI:sr fur-t1-rer Beta. i I s .
5. f::_E.P, ve:•3tt•a.ti I,.m in the enlharik.rnent a. rid B.reas ad J a c e n t tcr the
I ea,3crrin rPowe.d a1-11-1 _1l I i y. Ve.geta.t l i,n shou I d tie f er-t i I i zed as needed
tC, rna. I n t a I n a V I ;j1:1r"1:1 US stand.
6- R'Fe a! I r arl y e r 1:111ed areas 1:1r ae a s ld am aj e4d b'y ro Ven r.s a. rl
esta.1-� I i sh i n veoetat i :rr.
7. A I I surf a.ce r•un 1f f i s tr, tie ,j i ver-ted f r :ern the I a31:11:1n tc, stag I e
outlets.
F:eep a rninirnum f 'ZF, feet .:f grass %reGetated buffer- ar:-urrd
wa.ste ut i I i z a t i o rr f i e I ds adiac e n t tci per'enn i a l stretarn s . Waste w i l l
rir.it tie app I i ed i r, operr .1 -i tc h e s . D ncit Frump w i th j n 2 feet c,f a
r•es i rderlce rir- wi th i r, 1{:;C) feet c.f a we I I , IyJaste s I1I I Lie a I i ed i r, a.
mm.r,rier• n:It tIi reach I:,thPr• ,piri3perty and pLlb I I c r frit-.of -ways.
9. 1"he C I ?a.r� l�J.,ts=r" Ac't F 1' T7 rr r� i i is tfie I scf�a.' c c F
r.,0 1 1 utarstt:, i rite:. waters of 'the. Urr, i ted States. The Department -if
Fn'' 1'rcir,ra e rrt 1-1�?a I th y ar,d NFL -bur a. I R:es!,urc es, D I V i = i i,n cif Er,v i r ,n-
rn 'rrta.I NanT.Jerne rit, has the r-es::iorr=s I b i I I ty for enfor•c i rr'l th I s I ctw
m

/�Z
SHEET I OF
SPECIFICATIONS F I_ R CONSTRUCTION OF WASTE TREATMENT LAO ONS
----------------------------------------------------------
F OUNDAT I I»ICJ PREPARATION:
-----------------------
The Foundation area of the lagoon Embankment and bu I i d I ng pad sha l i be
cleared of trees, loos, stumps, roots, brush, boulderss,sod and rubbish.
Satisfactory d I spas I t I on will be' fade of all debris. The tops o I I from
the lagoon and pad area should be stripped and st+: ck;p i l ed for use or,
the dike and pad areas. After str i pp i nS, the foundation area of the
lagoon embankment and bu i I d i ny pad sha I 1 be thoroughly loosened prior
to p I ac i nil the first lift of fill material to Set a good bond.
EXCAVATION AND EARTHI=ILL l='I,.ACEMENT
-----------------------------------
The completed excava.t I on' and E'arthf i l l shall conform to the lines,
grades,, and elevations shpwn on the plans.' Earthf ! l l material shall
be free +: F miter !a I such as sod, roots, frozen so i I, st _ n;i ever
6 inches in diameter, and other objectionable mater- i a l . To the extent
they are suitable,excavated materials can be used as f i l l. The fill
sha I I be brought up in appro x I mate l y horizontal layers not to E.;C eed
inches in thickness when l lo se and pr I or to iompact I on . Each layer
wi l l be compacted by complete coverage with the hiiu l I ng and spreading
equipment or standard tamping r" l ler r other equivalent method.
Compaction will he considered adequate when fill material is observed
to consolidate to the point that settlement is not readily dete'c t i t l e.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall b
ins>ta l l ed using the more impervious materials from the required
excavations.Construction of fill heights sha l l i nc l ude F percent for
settlement. Dikes over 15 flirt: in height and with an impoundment
capacity o F 10 acre-feet or more fall under the jurisdiction of the NC:
Dam ei-.7.fe'ty Law. The hie i ght is defined as the difference in e I ev at i ors
from this constructed height to the downstream try_ of the dice.
Precautions sha l l be taken during construction to pr Event excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL_ BE 1.5 ft.
-------------------------------------------------------------
r•:CITE; : LINERS ( PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL Is
ENCOUNTERED RE:,D DURING CONSTRUCTION. ?+. TYPICAL CROSS SECTION OF THE LINER
IS IN I._UOE=U IN THE. DESIGN WHEN LINERS ARE REQUIRED BY'THE '.OILS REPORT.
I.+lhen areas of
unsu i tab I e material
are encountered,
they
wi I I be over -
excavated below
f l 11 i sh grade to the
Spec i f l ed depth
a7
measured
perpendicular
to the finish grade.
The foundation
shall
be backf i I I ed
as sp+_c i f i ed
to grade with a SC:S
approved m.ate,r i aI
Cie
- C:L,SC:,CH) .
REFER TO THE
SOILS INVESTIGATION
INFORMATION IN THE
FLANS
FOR SPECIAl_-

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneadeJ
in the hand it will Form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material sh.a|I not be less, than optimum water content during placement.
The maximum water content relates -to the soil mats/iaJ being too jet
for eFficient use of hau|in3 equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at )east 90 percent of the maximum A5TM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
|ift.
The single most important factor affecting the overall compacted perme-
ability of a clay |iner,,other than the type of clay used for the
liner, is the efficien't construction processing oF the compacted |iner.
The sequence of equipmentlose and the routing of equipment in an estab-
b|ished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
Th* soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by u5ing some type of energy diss/pator(rocks)
or using flexible outlets on waste pipes.
A|te/nat/vss to Ball liners are synthetic liners and bentonite sealant.
When these are speciPied, additional construction specifications are
included with this Construction Soecif/cation.
CUTOFF TRENCH:
A cutoff trench shall be
constructed
under the
embankment
area when
shown on a typical cross
section in
the plans.
The final
depth oP the
cQtoff trench shall be determinad
by
observation
of the foundation
materia|S.
VEGETATION:
All exposed embankment and other bare constructed areas shall be Beeded
to the planned type V ve3eta4ion ai soon as possible aFter construc-
tion accord&8 to the seeding specifications. Topsoil should bs placed
on areas of the dike apid pad to be seeded. Temporary -seeding or mulch
sha1| be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent ve3etatioo should be established as soon
as possible during the next Period of approved seadino dates.
REMOVAL OF EXISTING TILE DRAIHG
-------------------------------
When ti I
d/ains are encountered, the
ti I wi|
| be removed to a minimum
of 10 feet
beyond the outside toe oF
slope oP
the dike. The ti/e
trench shall
be backfi||ed and compacted
with
good material such as
SC. CL, or
CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
_ USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120,0 L8B. FESCUE GRABS AT 60 L8S./ACRE
(BEST SUITED ON CLAYEY OR NET BOIL CONDITIONS)
SEEDING DATESt-JEPTEMBER 1 TO NO;EMDER 3O
FE8RUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 L8S./ACRE (NURSERY FOR FESCUE)
0.0 L8S. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING''DATES: MARCH 15 TO JUNE 15
0.0 L8S. HULLED COMMON BERMUDA GRASS AT 8 L2S./ACRE
(SUITED'FOR MOST SOIL CONDITIONS)
SEEDINS DATES: APRIL 1 TO JULY 31
20.0 LBS. UNHULLED COMMON BERMUDA GRABS AT 10 L8S./ACRE
SEEDIN@'DATES: JANUARY 1 TO MARCH 30
0.0 L5S. RYE GRASS AT 40 LDS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMDER 1 TO MARCH 80
L8S'______________________________________________
APPLY THE FOLLOWING:
2000.0 L8S. 00 10-10-10 FERTILIZER (1000 L8B./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 GALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMNEDIATELY AFTER EARTH MOVING IS C0MFLETED,
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED wITH A CULTlPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA 8AHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
8ERMUOA GRASS. WHEN USING DAHTA, IT IS RECOMMENDED THAT 8 '
LBS./ACRE OF COMMON BERMUD4 BE INCLUDED TO PROVIDE COVER
UNTIL BAHIA6RASS IS ESTABLISHED.

U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
NC-ENG-34
September 1980
File Code: 210
Landowner County
Community or Grou�'No.­-- Conservation Plan No.
Estimated Depth.of Water to Top 'of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Esf. Elevi'tion
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: —Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. ^ t. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dan (a, b, c) (see NEM-Part 520.21)
ga'Classification (I, II, III, IV, V) �
By s
name
' �)
e
Concurred By K (:�Ic
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
I
Date
Date Gt—/8--

,BLoc✓,Js OF C'�P_ � 1r� T, jJL
` D �
TYPICAL X--SECTION
,
SEE NOTE 3
SEE NOTE 2
¢;
EXC =
CY
FILL
PAD 0/0 cy
DIKE 312% CY
3
+ 10 %
, ':mkupQ aj. 440 F/l rat s
NOTES:.
TOTAL:
3 L� to CY
t) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
TI IICKNCSS QF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO DE / 5 '
COMPUTATIONS
BY:
2) DIKE DEFIIND DL[]GS TO FIE MIN. D.a'
HIGHER THAN 01HER PLANt4ED ELEV.,
-
J) WALK AND LOADING AREA TO BE BUILT 1.5' ADOVE LOW
END PADS. BUILD G' WIDE CONTIN., 7' F130M REAR OV BLDGS;
`-
rill 10 I11.DGS 1117FORE EOUIP I,AOVES OUT (WORK TO UC
COOROINAILD W1 Bf.IfG C01.11RACIOU"').
TOM ELEV, 50.00' .
NAIL IN: --- -------- —
-------------
(JI
CORE TRENCH
SEE -.SOIL SHEET
FOR DEPTH ,
_SITE_ CONDITION NOTES

SOL. commu."Tum .7
J1_•__
sot w/EsnGATicm, To DErgurmEsurrAsiuTy OF PROPOSED POND SfTE
DWRICT
DATE• 7Lf• CotjrtM.
S.a & PHOTO smT No. WORK UNITWATMMED
ARLA MMMUMV13
CROPLAND— ACRFS PAST=' ACRLS
WOODLkND—ACRES TIMAL ACRES POND C5ZW,: WORK tjNff CONMVA'"OMW
METCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE tAPPS& moLk V w
Lamb m4owwu PoW to COON hm of darn daMW idoWr M aft"
. 4
IL
35
IL k�.
X -A:
w.,
iL Al V/
Vt..SHOW
BORING NUMBER AND PROFILE
DEPTH
Md)10 and Est ifam-11fir and sjilAmy bartngi hmt- Mon P"ded area and barrow pit bo""s - sevarWe with perfilcol red Unc
SCALE
fC*"fMMM an back when MdCLLWPW Show W4214W tabbi 9ffLMdh0MJ OM d4V*-jjjff bafin#j.
Ia
a
&
11
44
M
6
6
15
a
,0-/
5M
1
L
SPA
9T,
2-
IT-5
0.4
1
srn
v
c
M
cl.
-'cF-
6-7
5Ci
-5
7C
SC
C L
L
CL
pi
f
(I
sc.
's C-11L
L-
f /I
L
L
;,V
BORINGS MADE BY SIGNATURE A TTME
5
7
L./, Yrf r�� -� L:; '3 `ice` r - J

!TYPES OF MAT RLAI., UNTLRED IN BORINGS".
Ojs *noe tems below
UNMED CLASSIFICATION
USDA' CLASSIFICATION
GW - Wei I graded gravels; gravel, sand 61x
gravel
GP - Poorly graded gravels
a - sand
GM -Silty gravels; gravel -sand -silt mix
v(s -very fine sand.,,,
GC -Clayey gravels; grove I-sand-cley mix
al-asendyloom
SW -Well grade& sands; sand1p#v*1 mlx
fal-fine sandy loam
SP - Poorly' SiVJ04 Sao&
1-loam
SH -Silty sand
gI - gravelly loam
SC -Clayey scads; sand -clay attstum
si -silt
UL -Silts; silty, v. fine am&.- sandy or clayey silt
sil -Silt loam
CL- Clay* of low to medium plasticity
cl -clay loam
C H - Incegan ic clap at high plasticity
sicl -silty clay loam
MH -Elastic silts
scl -sandy clay loam
OL - Organic silts and silty Clwya' low plasticity
sic -silty clay
Oil -Organic clays, medium to high plasticity
C - C 12Y
1. Suitable matarial for embsokmons isav&"bls E]Yea ONO
2E, S1111 d r- Z5� Sit f-C 90 e 4 /"4
/.S all
d' 4"( C7 7-
f
6r 5�'s 14� Iff 1�-o L
A, e."
p4Una ra. F
2. Explain ba=rd4 reepdring special attention"n desiari WC)
'T
A'k4e r A d
r-EWERAL REMARKS:
r q .
-7
.7-5
26
r,
N3
29
94
J*
J� W
J� 0
120
�l ell
37
3,
38
3j;J
40,
41
42
43
44
45
46
4
1 7
48
49
51
Q'- I
5�4
f rt
:5"'j
11
11
�l
-2
I- p
5v:7'
5
r
SDI5C
Lc
SM
S F
5 r,
'w -
5 C
r
L
5r-ll
9
11 b�
L
irN
0
C -
-(A
mil
ql+
it
f 11
1_'j_L_11

1-0
�Q
LL
OJ
VkA,
. . . . . . . . . .
PIZ
4"
co
c

Facility Number and Name: Brown's 9-170, Farm #30 (on original list)
Description of Concern
_ _Discharge s
6129/00 — Civil Penalty 12/8/99
218/00 — Runoff
.;j
Freeboards
7/21/97 = NOD for freeboard
1/28/98 = NOV for freeboard
11 /29/99 = 10" 2/1 /00 = EPOA
2/2100 = EPOA 2/7100 = 14"
2/15100 = 17" 2/25/00 = 18"
5/2/00 = 15" 5110/00 - 16"
5113/00 = 15" 5/23/00 = >19"
9/6100 = 17" POA 9/20/00 = 16"
9/25/00 = 13" 9/28/00 = POA
10/4/00 = > 19"
INSPECTION
11/4/00 = Freeboard level was at 36"
Freeboard levels history < 19"
In Out
518/99 5/22199
9/18/99 9/25/99
10/01 /99 314100
4h9/00 5/20/00
9/5/00 9/30/00 GJ
Q.
1/ ATn
r
..i
1
Instnictions on last pake

Discharee(s
Operator was terminated for negligence, and new complex
management was added and trained.
Revised training program emphasizes methods of preventing
runoff.
For all discharges on this farm, the source was stopped and the
waste contained and was recovered and put back into the lagoon.
This farm is part of our Environmental Management System in
which all employees have been trained on "zero discharge" and
our Environmental Policy has been communicated and posted on
the farm. This includes a twice daily farm inspection for
environmental assurance.
Hi!h Freeboards
Since Hurricanes Dennis and Floyd, Brown's has
implemented a number of measures designed to minimize the
potential for future freeboard exceedances and over
application during prolonged or severe wet weather
conditions. These measures include water conservation,
which has reduced Brown's total annual water consumption
by approximately 40 percent; hiring new employees;
enhanced training; lagoon freeboard tracking charts; and the
purchase of additional equipment to maximize utilization of
our sprayfields and avoid land application under marginal or
unsuitable conditions_ Brown's EMS, which will be ISO
14000 certified by the end of 2001, will also contribute to
improved freeboard and land application management.
Other farm specific improvements:
• Lagoon level has been lowered and on 7/10/01
An additional farmland tract of 17 acres has been cruised and we the current freeboard was 32".
are currently in the process of looking at this land as potential This farm has been operating under Emergency
additional spray land. This track of land is part of the whole
tract and is located on the opposite side of the state road. Soil Operating Procedures in order to minimize any
types appear to be good for clearing and irrigating on. impact to the lagoon.
2

Facility Number and Name: Brown's 9-170, Farm #30 (on ori2inal_list)
Instructions on last page
M
Subsurfa eDrains Tom,
Over Application
Structural Issues
Cropping Issues
Description of Concern
i 1/13/00 = NOV for runoff
7/21/97 -NOD to evaluate irrigation
INSPECTIONS
��- � _
t
No NOV was issued, because runoff
equipment, Maps for record keeping
8/9/00 - Weeds in Bermuda stand.
h� ;Tr
--
didn't occur.
11/13/00 -Runoff
and dikes to be mowed
11/13/00 -Weeds in Bermuda stand.
WICD Inspecton found wastewater
ponded in sprayfields & in eroded area
of field, but was contained and did not
wm
leave the a lication field.
Response
°"` ` 'sue ` a ''c K
4
Since Hurricanes Dennis and Floyd, Brown's
y ,
These issues were addressed at
Weed control program now in
��
has implemented a number of measures
time of discovery.
place.
Mdesigned
Q �
to minimize the potential for future
freeboard exceedances and over application
during prolonged or severe wet weather
Lagoon has been checked for
g
Current management practices are
g
y 'r_ ,� -�
� n,
`�
conditions. These measures include water
conservation, which has reduced Brown's total
strucual integrity and lazer level
in insure
focused on freeboard compliance
freeboard
���:
taken order to staff
an continuing to lower
ma k4­
annual water consumption by approximately 40
marker was correct.
going into the fall and winter
;�� -7 ,,
s ��N
percent; hiring new employees; enhanced
training; lagoon freeboard
pumping schedule.
,�� ��
tracking charts; and
�;
47
the purchase of additional equipment to
RM
maximize utilization of ours ra fields and
p y
avoid land application under marginal or
Adjoining property owner has
J g P P tY
` " --4' ' ��
Brown's EMS
been contacted about rerouting
z
y`
unsuitable conditions. which
some standing water on adjoining
_
tp
will be ISO 14000 certified by the end of 2001,
improved freeboard
property that was causing the back
' �� >z�
will also contribute to and
land application management.
side of one our application areas to
PP
qUR,x
tom; ter£
_TiK
stay wet. We are currently in
Application. spray fields have been topoed and
process of cleaning out the
flagged for low spots and scheduled for
adjoining ro er ditch and
:w
T�
reworking by land planning.
removing some past ditch spoils in
­xe�-:4
- �= " �;
Solid set irrigation operating ressure and
order to allow for better and
�.
e
�
zones have been calibrated foaccuracy and all
p
proper drainage.
-: ��s
%
r. 1
sprinklers have been checked to make sure they
4."
are operating property.

1 Concerns are based upon DWQ records consisting of deficiencies noted in state inspection reports, NOVs, penalty assessments and/or reports submitted to DWQ by the farm. Carefully
review your records to identify the specific concern or concerns and then describe the concern under the appropriate heading together with a reference to the specific record and the date of
the record (i.e., inspection report dated or NOV dated ). With the exception of "discharges," which cover calendar year 2000, concerns are based on DWQ records for the
calendar years beginning January 1, 1996, and ending December 31, 2000.
Z Describe in as much detail as possible how the concern has been addressed, or, if it has not been addressed, the measures the farm intends to undertake to address the concern and a
schedule for completing the measures.
3 If subsurface drains are present, state whether you know that the drain(s) is discharging groundwater uncontaminated by hog waste, and if so, the basis for that conclusion.
4

North Carolina
Department of Environment and Natural Resources
Water Pollution Control System Operator Certification Commission
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Coleen H. Sullins, Chairman
February 21, 2001
Brown's of Carolina, Inc.
PO Box 487
Warsaw, NC 28398
SUBJECT: Designation of Operator in Charge
Farm Name: Farm #30
Facility ID #: 09-170
County: Bladen
Dear Brown's of Carolina:
LTIRA,
, A
'41 0
A&Iva
NCDENR
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural
Waste, was enacted by the 1996 North Carolina General Assembly. This legislation requires owner of a certified
operator for each animal waste management system that serves 250 or more swine, 100 or more confined cattle,
75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a Iiquid waste management
system.
Our records indicate that the operator designated as the Operator In Charge (OIC) for your animal waste
management system is no longer certified. Therefore, you must designate a properly certified animal waste
management system operator as the OIC for your facility. The enclosed designation form must be returned to this
office by April 1, 2001. This office maintains a list of certified operators in your area if you need assistance in
locating a certified operator.
Failure to designate a properly certified Operator in Charge for your facility is a violation of N.C.G.S. 90A-47.2
and 15A NCAC 8F .0201(a) and may result in the initiation of enforcement action. Please be advised that nothing
in this letter should be taken as resolving you of the responsibility and liability for any past or future violations for
your failure to have a properly certified Operator in Charge designated for your animal waste management system.
If you have questions concerning this matter, or if this office can be of further assistance, please call Beth
Buffington at [phone], extension 313.
Sincerely,
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit '
Enclosure
cc: TAC Files
Non -Discharge Compliance/Enforcement Unit
Fayetteville Regional Office
Central Files
1618 Mail Service Center, Raleigh, North Carolina 27699-1618
Phone: 919 — 733-0026.1 FAX 919 — 733-1338
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER -50% RECYCLED 1 10% POST CONSUMER PAPER

Facility Number and Name: Brown's 9-170, Farm #30 (on ordinal list)
Description of Concern
Discharge(s) High Freeboards
6/29/00 — Civil Penalty 12/8/99 7/21/97 = N05 for freeboard
1/28198 — NOV for freeboard
2/8/00 — Runoff 11/29199= 10" 2/1/00= EPOA
2?2/00 = EPOA 2i7/00 = 14"
2i15100 = 17" 2/25100 = 18"
512,`00 = 15" 5/10/00 = 16"
5113100 = 15" 5123/00 =>19"
916100 = 1 T' POA 9120100 = 16"
9125/00 W 13" 9/28100 = POA
[INSPECTION
HAM = Freeboard level was at 36"
Freeboard levels history < 19"
1n Out
5/8199 5/22/99
9/18/99 9/25/99
10/01/99 314100
4/29/00 5/20100
9/5/00 9/30/00
Se c d . u
/ rY-, 4 P" 1eS
1
Instructions on last page

Dikhar a(s)
High Freeboards
IFM�
Wet able Aches
Response
Operator Zas terminated for negligence, and new complex
management was added and trained.
Since Hurricanes Dennis and Floyd, Brown's has
implemented a number of measures designed to minimize the
--
.. .
potential for future freeboard exceedances and over
Revised training program emphasizes methods of preventing
runoff.
application during prolonged or severe wet weather
conditions. These measures include water conservation
/'`
For all discharges on this farm, the was stopped and the
which has reduced Brown's total annual water consumption-
by approximately 40 hiring new employees;
Y
/�
IIraS �i-ii►ta� �
source
_
percent;
r
7�, '' �x�-� �. '�a *4 ,�,� �.
"`
waste contained and was recovered and put batik into the lagoon.
enhanced training; lagoon freeboard tracking charts; and the
?
g a" a oUr+/" f t-
This farm is part of our Environmental Management System in
purchase of additional equipment to maximize utilization of
our sprayFelds and avoid land application under marginal or
which all employees have been trained on "zero discharge" and
unsuitable conditions. Brawn's EMS, which will be ISO`
our Environmental Policy has been communicated and posted on
the farm. This includes a twice daily farm inspection for
14000 certified by the end of 2001' will also contribute to
improved freeboard and land application management.
environmental assurance.
�. ®��
Other farm specific improvements_°
a f
An additional farmland tract of 17 acres has been cruised and wep_
■ Lagoon level has been lowered and on 7/10/01
the current freeboard was 32".
are currently in the process of looking at this land as potential
additional spray land. This track of land is part of the whole
■ This farm has been operating under Emergency
b
Operating Procedures in order to minimize any
Y
,� ..
a a
tract and is located on the opposite side of the state road. Soil
�
types appear to be good for clearing and irrigating on.
impact to the lagoon.

Facility Number and Name: Brown's 9-1.70 Farm #30 ion original list
.Instructions on last pre
NO.
� S_tib urface Dra ns
Over Application
Structural Issues
Cro in Issues
Description of Concern
�U-2-
11/13/00 = NOV for runoff
7/21/97 - NOD to evaluate irrigation
INSPECTIONS
No NOV was issued because runoff
didn't occur.
equipment Maps for record keeping
and dikes to be mowed
8/9100 - Weeds in Bermuda stand.
11/13/00 -Weeds in Bermuda stand.
xlx =-
_ 11/13/00 -Runoff
SWCD Inspection found wastewater
ponded in sprayfields & in eroded area
� -
of field, but was contained and did not
leave the application field.
Response
pMW
s�
�_
¢"
,a s�EM-
Since Hurricanes Dennis and Floyd, Brown's
y
has implemented a number of measures
These issues were addressed at
time of discovery.
Weed control program now in
place.
.ram "
*WW����kW
designed to minimize the potential for future
MIIR��'
� "'
��
freeboard exceedanees and over application
during prolonged or severe wet weather
conditions. These treasures include water
Lagoon has been checked for
strucual integrity and lazer level
Current management practices are
focused on freeboard compliance
x
MY, �:
��s
conservation, which has reduced Brown's total
taken in order to insure staff
an continuing to lower freeboard
n ��2_7143;, �i
.�s
annual water consumption by approximately 40V
percent; hiring new employees; enhanced
marker -was correct.
levels goiug,into the fall and winter
„�pumpingschedule.
�� � �, �
training; lagoon freeboard tracking chars; and
41Af
z� 5�-i�
=� ` ezN
the purchase of additional equipment to
maximize utilization of our sprayfields and
3
�o �i •itt.�st� (. i.sa e
Adjoining property owner has
4 t ��
= �;�$ �
avoid land application under marginal or
( was �ci� �f
been contacted about rerouting
„ � �
unsuitable conditions. Brown's EMS, which
will be ISO 14000 certified by the end oF2001
will also contribute to improved freeboard and
�.,
r Sfr.•
b��� •
some standing water on adjoining
property that was causing the back
z� r
land application management.
side of one our application areas to
PP
YM7ny V
Application spray fields have been topoed and
stay wet.We are currently in
process of cleaning out the
"a��"�
KAI,W �„
flagged For low spots and scheduled for
reworking by land planning.
adjoining property ditch, and
removing some past ditch spoils in
�24a�s�
=�all ��T
Solid set irrigation operating pressure and
order to allow for better and
M �.a
have been calibrated for accuracy and a!1
proper drainage.
P e. P g
sprinklers have been checked to make sure they
z
are operating ro erl .

' Concerns are based upon DWQ records consisting of deficiencies noted in state inspection reports, NOVs, penalty assessments and/or reports submitted to DWQ by the farm. Carefully
review your records to identify the specific concern or concerns and then describe the concern under the appropriate heading together with a reference to the specific record and the date of
the record (i.e., inspection report dated - or NOV dated ). With the exception of "discharges," which cover calendar year 2000, concerns are based on DWQ records for the
calendar years beginning January 1, 1996, and ending December 31, 2000.
2 Describe in as much detail as possible how the concern has been addressed, or, if it has not been addressed, the measures the farm intends to undertake to address the concern and a
schedule for completing the measures.
3 if subsurface drains are present, state whether you know that the drain(s) is discharging groundwater uncontaminated by hog waste, and if so, the basis for that conclusion.
19

OWgrF��rMichael F. Easley, Governor
�0 i 3 2DO$William G. Ross Jr., Secretary
AUG North Carolina Department of Environment and Natural Resources
M
'-! iF'f4C1
�'FA �1L4 k l�rt,i-13id „ M . Coleen H. Sullins Director
Division of Water Quality
August 11, 2008
Murphy -Brown, LLC
Farm #30
PO Box 1139
Wallace, NC 28466
Subject: Sludge Compliance Requirement Change
Dear Permittee:
In accordance with Condition I11.19 of State General Permit AWG 100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
Onc
Npr hCarolina
Artturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699.1636 Telephone: [phone]
Internet: www.ncwateruuality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OppodunitylAffirmative Action Employer- 50% Recycled110% Post Consumer Paper

Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS090170

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Murphy -Brown, LLC
Farm #30
PO Box 856
Warsaw, NC 28398
Subject: Certificate of Coverage No. AWS090170
Farm #30
Animal Waste Management System
Bladen County
Dear Murphy -Brown, LLC:
In accordance with your application received on 11-Jun-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy -Brown, LLC, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Farm #30, located in Bladen County, with an animal capacity of no greater than
the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 0 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 2000 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent_ number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition III.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and muss t be completed prior to actual increase in either
wastewaterflow or number of animals,
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record k_eeping_and _monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
lntern& www.ncwaterauality.or¢ Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper
Nne
r Carolina
Naturrt!!y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: (9t9) 715-0588
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 1 SA NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to MRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must .be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have -the right to
apply for an individual permit by contacting the staff member listed below for information on -this
process. Unless such a request is made within 30 days, this COC shall be final and binding. li
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AW S090170

r
W
Yh /fir'
al
i.
' �
t.
uy1.'iC e�✓ 1. d ., R
.. ' INdh'1 I.
Y^a
lkw

March 23, 2005
I, Joe Yarborough, agree to allow Murphy Brown, LLC, to use my land and apply animal waste
on my farm beginning April 2005.
/Thi a year to ye agreement.

0
1�
rA
St;
go "I'm
i7'
i6
TUdn
Vd�y,
{, *SE,
\N rfi —M rn
re%
lly,
jV4 4lZ.t;7X-lr
I VWIXI.,
vt.,L
r
.R
FOR A s

r.r,,,,.. it act - l70
Waste Management Plan Changes
RECEIVED
APR 25 a?
LL]CNR-FAYETfBUEREGIONAL OFFiCE I
Facility �Wl Farm I/[ a)
This farms Waste Management Plan has made the following changes:
ID/Crop changes
❑ Wetted Acres
❑ Increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
❑ Other
Comments:
Date

Pd. r". p9- 17D
Murphy -Brown, LLC 4/20/2007 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Grower(s):
Farm Name:
NUTRIENT UTILIZATION PLAN
Murphy - Brown, LLC
BOC 30
County: Bladen
Farm Capacity:
Farrow to Wean 2000
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
n 180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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:
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ff. tons, etc.):
Ca ac Type Waste Produced per Animal Total
2000
Farrow to Wean
3212 gal/yr
6,424,000 gal/yr
Farrow to Feeder
4015 gallyr
gallyr
Farrow to Finish
10585 gallyr
gal/yr
Wean to Feeder
223 gallyr
gal/yr
Feeder to Finish
986 gallyr
gal/yr
Total 6,424,000 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type N tro en Produced per Animal Total
20001
Farrow to Wean
5.4 Ibs/yr
10,800 lbs/yr
Farrow to Feeder
6.5 Ibs/yr
lbs/yr
Farrow to Finish
26 Ibs/yr
Ibslyr
Wean to Feeder
0.48 lbs/yr
Ibslyr
Feeder to Finish
2.3 Ibsl r
Ibslyr
Total 10,000 Ibs/y r
** See narrative for explanation of PAN reduction"*
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops Indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 96.29
Total N Required 1st Year, 22183.151
Total N Required 2nd Year: 28346.736
Average Annual Nitrogen Requirement of Crops: 25,264.94
Total Nitrogen Produced by Farm: 10,000.00
Nitrogen Balance for Crops; (15,264.94)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

SpecificationsReception Areat
ResidualTract Field Irrigated Soil Ist Crop Timato 1stCrop IstCrop LbsN/Ac Lbs N Total Ibs N
2nd Crop Tirnato 2nd Crop 2nd Crop Lbs WAc Lbs N Total ibs N
sidu2d Me Utilized
-
. . . . . . .
MEMO MT
WOM M.
Z2183.15
3(a) of 8

Reception Area Specifications 1 Your Amendment for the Sumner of 2006—
Tract Field Irrigated soil IstCrop 'rirmto IstCrop Ist Crop Lbs WAc LbsN TatallbsO%2nd
Acreage Type Code Ap ty Yield Itxm KfUnit Residual-
Crop Timeto 2ndCrop 2ndCrap Lbsk/Ac Lbs N Total ths N
Utilizad
®
MET-.
3(b) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients, This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four Inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted In the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
Lbs N utilized / unit yield
A Barley
1.6 Ibs N I bushel
B Hybrid Bermudagrass - Grazed
50 Ibs N / ton
C Hybrid Bermudagrass - Hay
50 Ibs N 1 ton
D Corn - Grain
1.25 Ibs N / bushel
E Corn - Silage
12 Ibs N 1 ton
F Cotton
0.12 Ibs N / Ibs lint
G Fescue - Grazed
50 Ibs N / ton
H Fescue - Hay
50 Ibs N / ton
I Oats
1.3 Ibs N / bushel
J Rye
2.4 Ibs N / bushel
K Small Grain - Grazed
50 Ibs N / acre
L Small Grain - Hay
50 Ibs N 1 acre
M Grain Sorghum
2.5 Ibs N / cwt
N Wheat
2.4 Ibs N / bushel
0 Soybean
4.0 Ibs N / bushel
P Pine Trees
40 Ibs N 1 acre / yr
Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
2000 Farrow to Wean 0.84 1580
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.012
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1680 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8400 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 28 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 67.2 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the Intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it Is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
`This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied, In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
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 the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
In/hr
* inches
T11125
1
Ln
O
0.5
1
T11125
2
Ln
O
0.5
1
T11125
3
Ln
0
0.5
1
T11125
4
G bA
0
0.5
1
T11125
5
GbA
0
0.5
1
T 11125
6
GbA
0
0.5
1
T11125
7
GbA
O
0.5
1
T11125
8-1
NoA16uAlGbA
O
0.5
1
T11125
8-2
JOA/BUA/Gb,
O
0.5
1
T11125
8-3a
JOA/BUA/Gbj
O
0.5
1
T11125
sub 8
NoAl8uA1GM
O
0.5
1
T10491
1
FoA/NoA
C
0.5
1
T10491
2
FoA/BUA
C
0.5
1
T10491
3
BuA
C
0.6
1
T10491
4
NoA
C
0.5
1
6of8

Additional Comments:
This plan is based on 3 years actual on farm records. Grower has all documents
on site for verification of data.
Due to the failure of the wheat crop in 2005, this plan includes a 1 year
amendment to grow corn in the summer of 2006. After harvesting the corn crop,
the grower will go back to the wheat and bean rotation. Wheat will be planted
in the fall of 2006.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: BOC 30
Owner: Murphy - Brown, LLC
Manager: Chris Smith
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 nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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 NCDWQ upon request.
Name of Facility Owner: Murphy - Brown, LLC
Signature:
Date
Name of Manager (if different from owner):
Signature:
ZD - C)--)
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: (giO) 293-3434
4
Signature:
Date
8of8

NUTRIENT 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 the waste, he/she shall provide
evidence 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 waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
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 land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is 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 and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT 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 Nutrients from waste 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.
11 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
component of a swine farm shall be at least 50 feet from any residential property boundary
and 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.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other properly and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields 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 causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 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.
19 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.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
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.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

03/08/2010'MON .13:58 FAX�'9102933138:WRL.NMl
z 00 /005 f;
!
,
�{rf
' 11 a5. { f�-r� 1'}. -�
' r.( -j�.,.a �i''
•�~�(•'! a r.,
5
' PLAN,OF� 1'1 1�(I"'cia� F� 9GI� FFtEEB®�ARi3 �4T ANIiV�I'�L FACILITIES.
;
County.' ::laden
Facility N ime
a'`rts,lt"''
Certified Operator Name,: ,.i�rradsichris SMIth Operator Nurr b(-)i, { 17907
1. C;urrrnt liquid levasl s m iilches,as i3� osured frc�rra tl�� curront�lriquid level rra the Iragoon to thr.
lowest point oil the t0 of,t116-dam f6r lagoons without. spillways; aro f om the-" current liquid level
in the lagoon to the taottam of the spillway for lapons with spillways,
a
Lagoon 1 - Lagoon 2, Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/]D_ 1 _ -�-
Spillway(Y or N):. N
Level(inches): 13.5 -�
). C:hoo€c all applicable items
l..igl.rid Icvel.is vdikhil'a.€1"ae dfxsigracael titrurtaar}al frE�c>boarci E,le v atirans of cynca sar njar(3 siruck„rc;,;.
Fivo a)nd 30 dray Plan„ of Action ar'ca atta.ai' ed- Hydr'aulie; rand agr'onornk, gate,
within acr eptablo ranges.
`�`..._,._...., l..icluid l(WOi i,, Within fh(; 2.5 year 24 hour storrra e;le:vaticjw, for ono 01' MOM' ;sfruc,tr.irc;s, f',
- 30 day r"Iiarr 6 Action. i:7 Agronon-lk'. i;a it arrc:c', i:s ti>;fithin nf�copt ablc,, r�aracir::.
Waste, is to be pumped and hauled if) off SRO 10C@ticx-as. Boir.lrrrO and PAN cgrate.nt cri 'w ask
to bo pumped and hauled is refloc.,tod in section Ill tt"ablo,r;. lricludod ti,krithin tiai€.; Man ls; r�
of the proposed site.: with rolatod facility r;Uoiber's, number of aorwt and roceiving z.rop
inforrntaf'sori. Contact and st:cure approva:al frorn the f)WC7 prier to tr:arisf,;r of v,raste; to r:a ;i4c
not covered in the fac-slity's GAVVMP.
Operation will be partially of fuliy depopulated.
"Attach a complete schedule with corresponding raninial units rand dates fro clopopulration
*if animas ,, are to be moved to aa1aothes' prr mitiert facility, provide iacility nun'abr;r, lactcaon
freeboard lever; and herd population for thca recc King facility
3. Earliest possible date to begin land application of waste: 3/110/20,10
1 hereby certify that l have reviewed the information listed above and iracicaded within the.
attached flan of !action, and to the least of nay knowledge and ability, the information is
accurate and correct,
Phone: [phone]'L-_....__..
acility Owner/Manager (print)
Date: 3/8/2010
Facility wner/Manager (signature) -�

03/08/2010 MON 13:59 FAX [phone] WRLNMI
Q003/00'5
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124.
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: LAGOON 1 line m 1368.4 lb PAN
2. Structure ID:
3, Structure ID:
4. Structure ID:
5. Structuro ID:
6. St ucturellID: ,
�t..l•
line III =
-lb PAN
I I n e In =
lb PAN
line In
Ib PAN
line rn
Ib PAN
Ilne to =
lb PAN
n. IEnes 1 -r- 2 + 3 f 4 + 5 + 6 - 1368.4 lb PAN
III, TOTAL PAN RAI ANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRA1r'11 DOWN
PERIOD. DO NOT LIST" FIELDS TO WENCH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract It
p. field 4
q, crop -
I" Ew.rolllt�
s. rensalnhq IRR.
2 PAN big#anct!
t. TOTAL 331\N
BALANCE, FOR
u. appllr�rion v�indvw'
_._._.�. __.. .....-,.,a._......._...
11I;1 _..
r
_. __..._. _ ._.0 .,
8_:.1..sI7�r�li
.......... .._....
r-rain Na .w..._ ....._
��
... Ww._.. w.w
_..._.._..._ . _.._
._.__ . _.._.. .......,..
._...._.. ..... , r....w
91,15
,....w..,.., ................
._..,._............_.............. .
'_... /„
,...._.... _...._..._....-....._------...
_._.._..,.........._.......
f 1,i12_, ._.., ..
_
_...._.........._._f8.-2
srnali c)ralrl.h��............ ........ ...
,• 1
_._.. r
._ ............. .
404.6
Sc,l1t- ) l.E.. .............
1 1117.E
4.:fj 3A
sn ]all drain Iia
��_.�__.._,....:Y..,:._.._..,.....
4,93
80.158
_.._
;3t37,3
_.._......_..
So pt;:A ,aril
1
....._........_........
111125, ....._._..:._._............._
... ...... _................
_ _------._...�_
I::..............
8-31.3
._.__.._._._.._..... ......_......__.........
-
snirrll raid ht
.............._........w._.Y._......
........ ....w..__......_........_......._._..__-
......_.... __..._............_._._.
0,64
--.....
_.....__
..........:........[j.��.:.1.
F
...... .,._..._._,....._...,._,...:........
.._..........__..._..
..__.,.............,........;�8,3
........ .__..................._..._....__................._...........
_
Scyl t,ll �riE
1._........,......................
.....!
'State current crop ending application date or next crop application beginning date for available
receiving craps during 30 day draw dur/n period.
v, Total PAN available for all fields (sum of column t) 1227.5 lb, PAN
IV, FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section IE) = 1368.4 lb. PAN
PoA (30 Day) 2/21/00

03/08/2010 MON 14:00 FAX [phone] WRLNMI
Z 004/005
x. Crop's remaining PAN balance (ling v from section ill)
y. Overall PAN balance (w - x)
1227.5 lb, PAN
140,9 lb, PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If now fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance- If animal waste is to he hauled to
another permitted facility, provide information regarding ft herd I?opulvtion and lagoonfreciaoard levels at till)
receiving facility.
Irrigation onto existing spray fields will continue: as weather and field conditions permit, Additional land is
available for pumping if needed.
PoA (30 Day) 2/21100

03/08/201.0 MON 14:00 FAX [phone] WRLNMI
9 005/005
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PANTO DE LAND APPLIED PER WASTE STRUCTURE
1. Struoture Narnelldentifier (ID): 1_A000N 1-�__^ T�
2. Current liquid volume. in 25 yi-.124 hr. storm storage & structural 1reebo and
a. current 14gufd level accordincl to marker _ �13.Slincl�cs
b, designed 25 yrJ2.4 hr. storm & structurral freeboard �19.9]inrhes
c. line b - line a (inches in red :tune) = 6A inches
d. top of dike surface area according to design _
(area at below structural freeboard elevation) � _ 165330 W
line, c/12 x line d x 7.48 gallons/ft" 741354 gallons
3. Prgleoted Volume of vV,;1St0' kj(lid jY0dl.u;rf.i during draw dmiken poriod
f. t:: n'i )[) r'ar itor'ag(' ;)(?I-i0d c GWI'd il'lfi t0 FStRl C}tl.l!"r)i (.1031gl'1
r t{) :;trllc,+llr,;11 dk.fA)II (�. }/Y)i4.iri'lE; of'�v<at;lc; i?rcfdl.�c:r.rl E:1{;.:(lrc#inc; ' .,i.
h. Current lu,rd 4 2(){)() c,.rtif ed Morel
actual waste proct000d ti. ctirfenl hord„il x line; g ) i 1483 it's
(,urtif od fiord lJ
I. V0iU110 of Ma:,ll WOtOV ,mr ording to fruc.tur al dosi,:tn
r all'lf,.A over F3Vdpoi-,3. lon t3UC{?I'Ciiric; to
k. (lines it + 4 + j) x 7.48 x 30 (k)ysllinef i
4. Totral PAN to be land applied during draw down period
I. current waste analysis dated � 1114/2010�
m. ((lines e + k)/1000) x line I -,,-
REPEAT SECTION I FOR EACH WASTE STRUCTURE RE ON SITE
(Click on the next Structure tab shown below)
PoA (30 Day) 2121100
G
I0a"13�{qq'i't�'
39FW61 gallons
1368A lbs. PAN

01/4?6/2010 TUE 10:42 FAX [phone] WRLNM1
o?0i000a9s'
pr
Z 002/005
t
s,
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILIT11ES
Facility Number:
9-170
Facility Name: . 37301
County: Bladen
Certified Operator Name: Jaynes Chris Smith Operator Number: 17907
1. Current liquid level(s) in Inches as measured -from the current liquid level in the lagoon to the;
lowest point on the top of the dam for lagoons without spillways, and from tho current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Narn(-VI D:
apillway(YorN): N_—
Lovel(inches): _ 19
2. Check all applicable items
lw gUid level is within the designed structural freeboard elevations of one, or more structures,.
Five: and 30 day Plans of Action are attached. Hydraulic and acfronomic balances are
within accoptcable ranges.
_...._ L.iquirl level is within the 25 year 24 hour storrn clevations for one Or more structures. A
;S0 rl ay I-'lan of Action is attrache rl. Agronomic balance i�, within rxcoptablo' rancor.,
Wast(:) is to tic, pumped and tc off Sit(' IOCatiOnS. 6011.11`rle Meld PAN contdyrit of w,arto
to tic: pumped c.ind htaulc,rt is reflected in i;e;ction III l ably s. Inc€r.ido(l within this plan is a H"t
of tho proj,u)msed sites with rcaWod facility nun,ibe:rs, number of acros and re;c giving crop
information. Contact and sex:ure approval fi-oiri the DWQ prior to transfcn- of wasta to ,.a site:
not covore d in the facility's CAWMP.
C)peration will be. partially or fully de:popaalated.
'Attach a c:omplotce schedule with correspond) nn animal units and dates fro depopulation
"if sanimais are to be move(1 to another permitted facility, provide-„ facility number. lagoon
frepl)oard Ir•-avels and heard population for the receiving facility
3. Earliest possible; data to begin larrd'applicabori of waste:
l hereby certify that I have reviewed the information listed above and included within tho,.
attached Plan of Action, and to the beast of my knowledge and Lability, the information is
accurate and correct.
)c �_ &INAIN U C_ Phone:
W Facility C)wnerlManager �is tJ009110 )
- %_"4_1
--- -----
_ Date: 112612090
F y caner anager (signature)

01/26/2010 TUE 10:43 FAX [phone] WRLNMI
9 003/005
IL 'TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/Ohl 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: LAGOON 1
line m =
606.7 lb PAN
2.
Structure ID:
line m ,m
Ib PAN
3.
Structure III:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Stmeture ID;
line m
11..) PAN
6.
Structure Ifs;
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 m 605.7 Ib PAN
Ill, TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERI013.
0. tract ft ^m
P, tlmd -A
q, crop
r. acres � —
s. remaining lRR•
t. TOTAL PAID
U. 111pp(ication window
2 PAN balance
BALANCE FOR
(Iblacro)
FIELD (I [is.)
column r x s
...,....__.._..........,._...,......
,_........ ......._..._.._._.._.....--
'--'--'..._..__.._....... -..... __........__.._..,......-,.......
lllaf
___.__..._._._.........._.�._....._....---'--'aw.
4.03
100.00
_.._,_...._......._.......�....�
40:3.0
._.............,._....,.....�...,�:._.........._
Sept. -April
2
small grain hay
5,01
10J0.00
501.0
-
Sept -April _...
.............._.__...._
3/
2r<
r
�
100.00
.-.__.___..—
493.0
--ri'n
-i -...... ..__.....
313
tsirhay0.6410U.0
�i4.C1
.3ol�t April
'State current crop ending application date; or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum Of COILiMn t) - 1461.0 Ib, PAN
I.V, FACILITY'S PoA OVERALL PAN BALANCE
w, Total PAN to be land applied (line n from section 11) 6057 lb. PAN,
PoA (30 Day) 2/21/00

01/26/2010 TUE 10:43 FAX [phone] WRLNMI
2 004/005
x. Crop's remaining PAN balance (line v'from section III) 1461.0 lb. PAP}
y. Overall PAN balance (w ,. x) = -855 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & maul and herd reduction options, recalculate new PAN
based on new information. If new fields are to bo inciuded as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
y
5..
PoA (30 Day) 2121/00

01/-26/2010 TUE 10:44 FAX [phone] WRLNMI
9 005/005
W
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. 'TOTAi! PAN TO BE LAID APPLIED PER WASTE. STRUCTURE
1. Structure Name/Identifier (ID): LAGO©N 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker F_ 19.0inches
b. designed 25 yr./24 hr. storm & structural freeboard F-- 19 99_ inches
c, line b - line a (Inches in red zone) := 0.9 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) I�� 1$53i30�ftz
e, line c/12 x line d x 7.48 rgallonslft' 106309 gallons
3. Protected volume ofwaste iicluid produced during draw down period
f. tornporary storrigerperiod according to structural. design
y, volurne of waste produced according to s'tmrtural design 1.114f33 ft�
la. current hard it I 2000 r-rtified i-ia�rcl ##
actual wtastc; producc,d = current herd #1 x line �3
cc;rtified hat d if
i. volume of wash water to struc,tt+r,al (10,Sic11-1
j. excess rtaintall over ovraporation :ac cording to design
k, {lines h •a• i + j) x 7,48 x 30 clays/line f.,
4. Total PAN to be land applied during draw clown period
I. current wasto analysis dated 1/1�b12.010
M. ((lines e -r k)I1000) x line I =
REPENT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next StrUCtUre tab shown below)
PoA (30 Day) I.//21/00
11148 3 fta
10ii13ti ft''
398461 gallons
I 1,1U Ibs110Ut7 rfaS,
605.7 lbs. PAN

01/26/2010 TUE 10:42 FAX [phone]VRLNMI
1� 001/005
M.urphy gown UC
PO Box 856
2822. 1-.f.wy 24 West
Warsaw, NC 28398
Pho»c (910) 293-34.3d.
.i..fa.x (91.0) 2,93-31.38
'Wax Transmittal Sheet
L Z C'
lie.__...._-_._.._._....._..--�---._.....----....--�---._....-.._.,.._.r...._._..-----.._..r.�.__,..._.__.._....�.._....,.._...._..._._..._...___........�..._._..._.._...�...
DUrgont E; For Rcviinv F) C;ommccif. [I Please'tieply Ll Mom, Recycle,
t, .

4U- I _.
JUL 1 1 2012
®WQ
Murphy—Bro W n LLc PO Drawer 856
2822 Hwy. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax:[phone]
July 5, 2012
Aquifer Protection Section
NCDENR, DWQ
Fayetteville Regional Office
225 Green Street
Suite 714 / Systel Bldg.
Fayetteville, NC 28301-5043
Subject: Burial Site Map for
Farm 3730; Fac. No.: 9-170
Bladen County
Enclosed please find a copy of the map of the burial site for the above -mentioned facility where on July 4,
2012, four (4) sows were buried in accordance with the facility's CAWMP and the NCDA&CS Veterinary
Division's Statutes and regulations. This was due to extreme heat and the overflow of normal mortality
pickup service at this facility. Please place in the appropriate tiles.
If you have any questions regarding this matter, please do not hesitate to call me at [phone] ext.
5363.
Cc: Murphy -Brown, LLC Files
Sincerely,
Kevin Weston, CID
Environmental Compliance

4 O,
L` .ram+ t �� •��r �� r J �a
Ate,. V
.J e +L :G[ i �r �U -`°�.:i }�, yV t/ f�.•- ��111 1 � ,7 �� j � nor. o,<.'r
' • [J"t ., .^ . o Pr /'^^'y F i �y t,.y . •
� r F •a a
ter• F �^ ' ' j' n�a a ... > m pz,.n� o . 1 :Y++►c"j
o
\r' t 1 '.{ O �• l" V J�,
`k�'
64
- a C.I'��,� r a� �, ti o �J• � ° l� '.L1 .`,H �r � ,i o
4 4j
Af
�1YF
n7 y _ ,, �! , y �
' P �� o T J Ir• 1, y�
4,1
Soles
�• S
d o' SJ ) � 9,�1 - o� 9 - OV. ,.0 ,r' 111 _ r i ✓ � .:� t- d�Y ��'fl�i��
r ,tom o. r cc o:'
YY
. cjV'
U 1Yy° n ,y ;�r p o • ter, G'. -� , �� ` n%,{ � �4 r #� . ' � rsie, � e'i.-' � ,. ,� �L� i ��1�'�''w��� � `
�� � �. � `� c' ' a. ., Fyn,, -:!•' ' '� iS' �1 !' W �I f � J 9 (f %� 7'- � �''Y2 1.,t•�� `t'�. t��+-c
`1;a1�,�/�t "{ , e A J � ("emu 4,' a�� • 1�$ 0,�� r � �� Y!f � � a Q,.. � 7 �`� ✓ � � � � �i'� 9 °^
} jar
cl
;nr J�„o, �, •� % S/� .�.� �- .. �J . - ,-,vr.a,� W_. 1 � y. ti,.S,_.R +' s
f [ vP. :y, �q'�,�y� `�'Mi-�. r_��•—�"s .7'� ,� p r.l ��j�I�� '"�iy! G�
!lo

Murphy -Brown, LLC
Grower(s):
Farm Name:
Countv:
9
4/3/2009 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLANV REf.
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
1-M 0 9 20
Murphy - Brown, LLC
BOC 30 L0W-FA*M�LLeREQQNA
Bladen
2000 RECEIVED / DENR /DWQ
Aquifpr Prntertion Ser.6o8
APR 0 6 2009
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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:
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities,
3. Normally waste shall be applied to lend eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission. '
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, f#', tons, etc.):
Ca acit T e Waste Produced per Animal Total
2000
Farrow to Wean
3212 gallyr
6,424,000 gallyr
Farrow to Feeder
4015 gallyr
` gallyr
Farrow to Finish
10585 gallyr
gallyr
Wean to Feeder
223 gallyr
gallyr
Feeder to Finish
986 gallyr
all r
Total 6,424,000 gall r
AMOUNT OF PLANT AVAILABLE.NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
2000
Farrow to Wean
5.4 Ibslyr
10,800 Ibslyr
Farrow to Feeder
6.6 Ibslyr
Ibslyr
Farrow to Finish
26 Ibslyr
Ibslyr
Wean to Feeder
0.48 Ibslyr
Ibslyr
Feeder to Finish
2.3 Ibslyr
Ibslyr
Total 10,000 Ibslyr
** See narrative for explanation of PAN reduction"
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen, produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 96.29
Total N Required 1st Year: 22183.151
Total N Required 2nd Year: 28346.7364
Average Annual Nitrogen Requirement of Crops: 25,264.94
Total Nitrogen Produced by Farm: 10,000.00
Nitrogen Balance for Crops: (15,264.94)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications
Tract Field Irrigated toil Ist Cr—op Time �tolst Crop Ist Crop L4$ NIAC Lbs N Total lbs N
Acreage____ Type Code Apply_ Yield lbs N/Unit Residual /Ac Util-ized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NlAc Lbs N Total lbs N
Code Apply Yield lbs N/Unit Residual /Ac Utilized
Total lbs N
Utilized
3(a) of 8

Reception Area Specifications
Tract Field Irrigated Soil Ist Crop Timeto 1stCrop 1stCrap LbsNIAC LbsN Totallbi N
Acrea Apply Yield Ibs N[Unit Residual /Ac Utilized
_qe Type Code
MFVRM
3(h) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen,
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately Interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You. may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N 1 ton
C
Hybrid Bermudagrass - Hay
50 lbs N 1 ton
D
Corn - Grain
1.25 lbs N I bushel
E
Corn - Silage
12 lbs N 1 ton
F
Cotton
0.12 lbs N I lbs lint
G
Fescue- Grazed
50 lbs N / ton
H
Fescue- Hay
50 lbs N / ton
Oats
1.3 lbs N 1 bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
50 lbs N 1 acre
L
Small Grain - Hay
50 lbs N / acre .
M
Grain Sorghum
2.5 lbs N 1 cwt
N
Wheat
2.4 lbs N 1 bushel
O
Soybean
4.0 lbs N 1 bushel
P
Pine Trees
40 lbs N 1 acre / yr
Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANT rlanimal Farm Totall r
2000 Farrow to Wean 0.84 1680
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1680 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8400 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 28 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 67.2 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
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 the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* Inches
T11125
1
Ln
O
0.5
1
T11125
2
Ln
O
0.5
1
T11125
3
Ln
O
0.5
1
T11125
4
GbA
0
0.5
1
T11125
5
GbA
0
0.5
1
T11125
6
GbA
0
0.5
1
T11125
7
GbA
0
0.5
1
T11125
8-1
NoA/BuA/GbA
0
0.5
1
T11125
8-2
JoA/BUA/Gb/
O
0.5
1
T11125
8-313
4oA/BUAIGbi
O
0.5
1
T11125
sub 8
NOA/BuA/GbA
0
0.5
1
T10491
1
FoA/NoA
C,
0.5
1
T10491
2
FOA/BUA
C
0.5
1
T10491
3
BuA
C
0.6
1
T10491
4
NoA
C
0.5
1
6of8

Additional Comments:
This plan is based on 3 years actual on farm records. Grower has all documents
on site for verification of data.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of )harm: BOC 30
Owner: Murphy - Brown, LLC
Manager: Chris Smith
Owner/Manager Agreement:
1/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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 NCDWQ upon request.
Name of Facility Owner: Murphy - Brown, LLC
Signature:
Name of Manager (if different from owner);
Chris Smith
Date
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to property dispose of the waste, he/she shall provide
evidence 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 waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinp crop type, or available land.
3 Animal -waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications 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 eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
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 land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is 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).
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 and flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT 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 Nutrients from waste 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.
11 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
component of a swine farm shall be at least 50 feet from any residential property boundary
and 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.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields 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 causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 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.
19 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.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
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.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

Inforination contained in this database is from non agency sources and is considered unconfirmed.
Animal Operation Telephone Loy
DWO Facility Number ®— 170
Farm Name JlFarm #30
Caller's Name IToni King (no call, Faxed in)
Q Reporting O Complaint
Caller's Phone # [phone]
Access to Farm
Farm Accessible
from main road 10 Yes O No
Animal Population
Confined O Yes O No
Depop 10 Yes O No
Feed Available 10 Yes O No
Mortality 10 Yes O No
Spray Availability
Pumping
Equipment
O Yes O No
Available
Fields
O Yes O No
Date 3-1-2004
Time 11:00 am
Control Number 14460
Region FRO
L.n2oon Questions
Breached
10 Yes O No
Inundated
10 Yes O No
Overtopped
10 Yes O No
Water on
O Yes O No
Outside Wall
Dike Conditions
10 Yes O No
Freeboard Level
Freeboard
Plan Due Date Date Plan Date Freeboard
Inches
(? equals blank) Received Level OK
Lagoonl T
3/3/2004 3-3-2004 1 N1?.10
Lagoon2
Lagoon3
Lagoon4
Lagoons
Lagoon6
Faxed POA was the only notification given form this farm.
Comments2

Mar, 01 04 11:24a
MURPHY-BROWN
8102933136 z P.1
Murphy -Brown LLB
PO Drawer 836
822 Hay, 24 Wan
Wonew, NC 28398
To); 910.293•5334
Pm 91003.3136
FAX TRANSMISSION
TO:
la U� 0 `1
FROM: .
DATE: - —0 L4- - - - - - - -
PAGES: J
a
COMMENTS;

'Mar 01 04 11:24a MURPHY-BROWN 9102933138 P.2
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 9-170 County: Bladen
Facility Name: BOC #30
Certified Operator Name: Allen Wooten Operator Number: 985757
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon NamelID:
Spillway(Y or N):
Level(inches):
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
N
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWO prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates fro depopulation
'if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: /13 /2004
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Brown's of Carolina Phone: [phone]
Facility Owner/Manager (print)
it I Date: 3/1 /2004
ity O weture}

Mar 01 04 11:24a MURPHY-BROWN 9102933138
P.
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): BOC 30
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 1799021 ft2
e. line c112 x line d x 7.48 gallonslft'' 112139 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 211483 ft3
h. current herd # 2000 certified herd #1 2000
actual waste produced = current herd # x line g = 211483 ft'
certified herd #
i, volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I, current waste analysis dated I 2/27/2004
m. ((lines e + k)11000) x line I
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
J
ft3
i� 1�0813.8ft'
398461 gallons
1.90 Ibs11000 gal.
970.1 Ibs, PAN
PoA (30 Day) 2121100

Mar'01 04 11;24a MURPHY-BROWN
9102933138 p.4
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE
STRUCTURES FOR FACILITY
1.
Structure ID: BOC 30
line m = 970.1
lb PAN
2.
Structure ID:
fine m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line rn =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 970.1 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
11125
1
Bermuda
3.69
275.00
1014.E
Mar -Sept
11125
2
Bermuda
2.90
275.00
797.5
Mar -Sept
11125
3
Bermuda
1.89
275.00
519.8
Mar -Sept
11125
4
Bermuda
5.63
325.00
1829.8
Mar -Sept
11125
5
Bermuda
4.17
325.00
1355.3
Ma.-L_ t
11125
6
Bermuda
520
325.00
1690.0
Mar -Se t
11125
7
Bermuda
3.83
325.00
1244.8
Mar -Sept
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 8451.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 970.1 lb. PAN
PoA (30 Day) 2/21100

Mar 01 04 11:25a MURPHY-BROWN 8102933138 p.5
x. Crop's remaining PAN balance (line v from section Ill) = 8451.8 lb. PAN
y. Overall PAN balance (w - x) _ -7482 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon Freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIEDENR— `RO
MAR - 3 2004
Facility Number: 9-170 County: Bladen ®WQ
Facility Name: BOC #30
Certified Operator Name: Allen Wooten Operator Number: 985757
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID
5pillway(Y or N):
Level(inches)-
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1
N
18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 3/1/2004
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Brown's of Carolina Phone: [phone]
Facility Owner/Manager (print)
Date: 3/1/2004
FACAity OMA ture)

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): BOC 30
2. Current liquid volume in 25 yr./24 hr, storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b, designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 179902 ftZ
e, line c112 x line d x 7.48 gallons/ft3 112139 gallons
3. Projected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design 1 180 days
g. volume of waste produced according to structural design 211483 ft3
h. current herd # 2000 certified herd #1 2000
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j, excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 2127/2004
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
211483 ft'
® ft3
108138 ft3
398461 gallons
1,90 Ibs11000 gal.
970.1 lbs. PAN
PoA (30 Day) 2121/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: BOC 30
line m =
970.1 lb PAN
2.
Structure ID:
line m =
lb PAN
3,
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+g+6= 970.1lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT RE APPI.mr) DURING THIS an DAY PFRIOn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
11125
1
Bermuda
3.69
275.00
1014.8
Mar -Sept
11125
2
Bermuda
2.90
275.00
797.5
Mar -Sept
11125
3
Bermuda
1.89
275.00
519.8
Mar -Sept
11125
4
Bermuda
5.63
325.00
1829.8
Mar -Se t
11125
5
Bermuda
4.17
325.00
1355.3
Mar -Sept
11125
6
Bermuda
5.20
325.00
1690.0
Mar -Sept
11125
7
Bermuda
3.83
325.00
1244.8
Mar -Sept
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 8451.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 970.1 lb. PAN
PoA (30 Day) 2/21 /00

x. Crop's remaining PAN balance (line v from section III) = 8451.8 lb. PAN
y. Overall PAN balance (w - x) = -7482 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21100