310057_HISTORICAL_20171231

�Vn
NOHTH CAHOLINA
Deparbnent of Environmental Qual

WASTE UTILIZATION PLAN
Facility Number: 31-57
Facility COC Number. AWS310057
sfP 18 2g17�
Facility Name: Turner Sow Farm
Landowners Name: Turner Farms
Landowners Mailing Address: ' PO Box 1139 Wallace, NC 28466
Facility's physical address: 160 Farrowwood Rd., Warsaw, NC 28398
Type of Operation: Farrow to Wean
Number of Animals: 6131 Sows
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops In the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic
yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do riot apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result in runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the tab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 21-1.0217 adopted by the Environmental Management Commission.
NUP Page 1

u
WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft., tons, etc.)
6,131 animals X 3203 (gallons) wastelanimallyear = 19,637,593.0 (amt.) wastetyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,131 animals X 1_2 lbs. PAN/animal/year = 23,565.1 lbs_ PAN/year-
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to
apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized Aoolication
1
Aut 'le
Bermuda Sod
218
4.30
937.4
April - Set
1
Autryville
R rass
87
4.30
374.1
Feb -Mar
2
Goldsboro
Bermuda Sod
218
13.29
2897.22
April , Sept
2
Goldsboro
R e rass
87
13.29
1156.23
Feb - Mar
3
Autryville
Com
104
19.60
2038.4
March - Sept
3
Au isle
Wheat
52
19.60
1019.2
Oct - Mar
4
Norfolk
Com
131
17.83
2335.73
March - July
4
Norfolk
Wheat
75
17.83
1337.25
Sept - April
P 2
Autryville
Bermuda Sod
218
25.90
5646.2
April - Sept
P 2
Autryville
Ryegrass
87
25.90
2253.3
Feb - Mar
7
Autryville
Com
104
9.60
998.4
March - Sept
7
Autryville
Wheat
52
9.60
499.2
Oct - Mar
8
Norfolk
Cam
131
29.30
3838.3
March - Jul
8
Norfolk
Wheat
75
29.30
2197.5
Sept - A ril
P 1
Goldsboro
Bermuda Sod
218
43.17
9411.06
A ril - Sept
P 1
Goldsboro
Rygrass
87
43.17
3755.79
Feb - Mar
Season 1 Total 152.991 40,695.28
*This N is from animal waste only. N nutrients from other sources such as commercial fertilizer are applied, they
must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North
Caroline to have a nutrient management plan that addresses all nutrients. This plan onty addresses Nitrogen.
Page 2

Is
WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year allons ft. tons etc.
6.131 animals X 3203 (gallons) waste/animal/year = 19,637,593.0 (amt.) waste/par.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6.131 animals X 11.22 lbs. PAN/anlmallyear W 23,565.1 lbs. PAN/year.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment
to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table is ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized Analication
1
Au ille
Bermuda Sod
218
4.30
937.4
April - Sept
1
Au ilia
R rass
87
4.30
374.1
Oct - Dec
2
Goldsboro
Bermuda Sod
218
13.29
2897.22
April - Sept
2
Goldsboro
R rass
87
13.29
1156.23
Oct - Dec
3
Autryville
Soybeans
100
19.60
1960
April -Sep 15
3
Au ills
Wheat
52
19.60
1019.2
Oct -Mar
4
Norfolk
Soybeans
137
17.83
2442.71
April - Sep 15
4
Norfolk
Wheat
75
17.83
1337.25
Sept - April
P 2
Autryville
Bermuda Sod
218
25.90
5646.2
April - Se t
P 2
Au ills
lRyegrass
87
25.90
2253.3
Oct - Dec
7
Au lie
Soybeans
100
9.60
960
April - Sep 15
7
Au 'ile
Wheat
52
9.60
499.2
Oct - Mar
8
Norfolk
Soybeans
137
29.30
4014.1
April - Sep 15
8
Norfolk
Wheat
75
29.30
2197.5
Sept - April
P 1
Goldsboro
Bermuda Sod
218
43.17
9411.06
April - Se t
P 1
Goldsboro
Rygrass
87
43.17
3755.79
Oct - Dec
5eason z Total 1 162.991 40,861.26 1
`This N Is from animal waste only. if nutrients from other sources such as commercial fertilizer are applied,
they must be accounted for. N must be based on realistic yield expectation.
NOTE. The applicator Is cautioned that P and K may be over applied while meeting the N requirements.
Beginning In 1996 the Coastal Zone Management Act will require farmers In some eastern counties of North
Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses
Nitrogen. Page 2 A

t
WASTE UTILIZATION PLAN
Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
UtilizedNo. Type Per Acre* •• r.
See footnote for Table 1.
Totals from above Tables
Season 1 Acres Lbs. N
Utilized
Table 1 162.99 40,695
Table 2
Total 162.99 40,696
Amount of N Produced 23,565
Surplus or Deficit 17,130
Season 2 Acres Lbs. N
Utilized
Table 1 162.99 40,861
Table 2
Total 162.99 40,861
Amount of N Produced 23,565
Surplus or Deficit 17,296
!VOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic
rates. The sludge will he nutrient rich and will require precautionary measures to prevent over application of
nutrient or other elements.
Page 3

Waste Utilization Plan
See attached map showing the fields to be used for the udfizaUun of waste wafer.
Field Sal Type
No.
Application of Waste by Irrigation
Crop
Application Application
Rate (InlHr) Amount (in.)
1,3,P2,7
Au isle
Cwn, Wheat, Soybeans, Bermuda Sod, Rye Grass
0.6
1
2 P1
Goldsboro
Com, Wheat, Soybeans, Bermuda Sod, Rye Grass
0.5
1
4,8
Norfolk
Com,Wheat, Soybeans
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE NEEDED
FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed
on the average of once every 8 MONTHS. In no instance should the volume of waste being stoned in your
structure exceed Elevation *see lagoon staff oauge.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil and Water
Conservation District office after you receive the waste analysis report for assistance in determining the
amount per acre to apply and the proper application rate prior to applying the waste.
Narrative of operation: Acres shown In the preceding tables are considered to be the usable
rers, truer slaps along cinches, ooa areas unable to De wnga
motion rates due to equipment limitations. Actual total acres
more than the acres shown in the tables.
The method of nutrient removal will be through harvesting the row crops for grain and the Bermuda sod and
overseed will be completely removed by sod harvesting equipment.
This facility utilizes an underground dry hydrant system with irrigation reels and pivots
Page 4

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

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

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

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Fann: Turner Sow Farm
Owner/ Manager Agreement
I (we) understand and will Follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (OEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Turner Farms
(Please print)
Signature: 0
1 Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print] AJ Linton
Affiliation: Murphy Family Ventures, LLC
Address (Agency): PO Box 1139
Wallace, NC 28466
Signature: 01 Date:
Page 8

•��T^il
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Murphy Family Ventures - Turner Sow Farm; AWS310057 County. Duplin
Address: Pivot Add I.
Date: 9/11 /2017
Telephone:
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Feld cf Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
RFA
��.•
0
'

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Lindsay Pivots
Field No. Travel Appilcation TRAVEL LANE Wetted Noale Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. itlmin inmr. vvldth ft Len to ttfeet Inches at Gun si at reel I Pattern Comments -Acres 2er2ull
Pivot 1 lCentar Pivot acreage computer calculated - machine length 719.5' wl 81.9' end gun radius 43.17
Pivot 2 lCenter Pivot acreage computer calculated - machine length .551.5' wl 84.5' and gun radius 25.90
69.07

Sheen
TABLE 3 - Solid Set Irrigation Gun Settings
Reld No Wetted Hydrant Spacing(ft) Application NorrJe Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
. - •. • . - -
�� �n� ■�� �i■i■ ■■ram � � ��

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irri ation
Flow Rate of S dnkler in
0
0
Operating Pressure at Pump (psi)
#DIV/01
#DIV/0!
Desl n Precipitation Rate inlhr
#DIV/01
0.00
Hose Len h feet
XXXXX)=
Type of Speed Cam ensaflon
Mechanical
XXXXXXXX
Purn Type PTO Engine, Electric
Engine
Engine
Pump Power Requirement h
#DIV101
#DIV/01
Pivot
Irrigation
SEE MANUFACTURERS SPECIFICATIONS SHEETS
(ATTACHED)
TABLE 5 -Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (sq. fi
AREA . ft.
AREA (sq. ft.
90 de ree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0,6
Page 'I

Sheets
OVlh1
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC dba Smithfield Hog Production
a
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28396
Phone: [phone] W291, -
��SI6t��q`
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed lrrlgatlon system which includes hydrant locations, pipelines, thrust blocs 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 pips and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
E. The information required by this form are the minimum requirements. It Is the responaibility 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 Ilrr t of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for an as -built addition of two center pivots that replaces several pulls for an existing facility.
acres were computer calculated based on the equipment specified and manufacturer's charts. This design
makes no changes to the remaining irrigation system on this farm,
design and Installation of the two center pivots was done by Quality Equipment.
Refer to owner's manual and irrigation deafer for information on maintenance, winterization, and operation of
system.

Turner Sow Farm
AWW10057
Pivot Add t.
Specifications: Pivots
Pivot 2
Lindsay 3 Tower Pivot
Machine Length — 551.5'
End Gun Radius - 84.5'
End Gun — SR100 w/0.7" Nozzle
Pivot Pressure — 31.4 PSI
Total Flow — 350 GPM
(270 GPM Machine + 80 GPM EG)
Pivot 1
Lindsay 4 Tower Pivot
Machine Length — 719.5'
End Gun Radius — 81.9'
End Gun — SR100 w/0.65" Nozzle
Pivot Pressure -- 31.8 PSI
Total now — 350 GPM
(281 GPM Machine + 69 GPM EG)
d
Pivot 2
22.17 Ac. w/o End Gun
25.90 Ac. w/End Gun
End Gun Runs 51% of Time
0
OVIN
a
z
• 002919
�FS1W%I
�pk/NK���
Setbacks
Resldwtcoo
RAPHIC SCALE
0 250 3W 1000
IN FEET
1 inch - 500 %

3 4 ciC U0+
Lindsay Sales ..Service, LLC
S083997 QUALITY EQUIPMENT MURPHY FAMILY VENTURES
07 Dec 2016 PO-40052
350gpm 12.01 e(M drda) Ddve: Not spelled aus
5R1
1 2 3
60.4 psI(est)
r
37.5 SI 6.f" ' 9.39" 6.39"
p 182' —�F 179r ---179' 12'
551' (21 acre) 0.0 R
I
4 hr.r
R303OG
DISCLAIMER
The products manufactured by Nelson Irrigation Corporation which are specified as
a part of this system design are covered by the manufadwees printed "Warranty
and Disclaimer', which applies to the individual components of its own manufacture.
The manufacturer cannot be responsible for the performance of the system and
makes no warranties, INCLUDING THE WARRANTIES OF MERCHANTABILITY
AND FITNESS FOR PARTICULAR PURPOSE and does hereby disclaim any
liability for damages due to failure of the system to perform as anticipated.
Llndsay Manufacturing Company LMCchart 240

Lindsay Sales & Service, LLC
CENTER PIVOT SPRINKLER CHART
LOG NUMBER: S083997
DATE: 07 Dec 2016
DEALER: QUALITY EQUIPMENT CUSTOMER: MURPHY FAMILY VENTURES
PO-40052
NUMBER OF TOWERS:
PIVOT PRESSURE:
TOTAL SYSTEM FLOW:
TOTAL PIPE LENGTH:
END GUN TYPE:
3 NOZZLE FILES: R303OG
31.4 psi FRICTION C-FACTOR: 140
350.0 gpm FULL CIRCLE GPM / ACRE: 12.0
551.5 FT COVERAGE WITHOUT GUN: 554.5 FT
SR100 ADJ. END GUN RADIUS: 84.5 Ft
SYSTEM MANUFACTURER: LINDSAY
1 1799G265 SPAN 1,
2 1799G265 SPANS 2- 3,
1 11-OH--90 OVERHANG,
DISCLAIMER
FT PIPE ID
181.6, 6.39 in
179.0, 6.39 in
11.9, 5.37 in
The products manufactured by Nelson Irrigation Corporation which are
specified as a part of this system design are covered by the
manufacturer's printed "Warranty and Disclaimer", which applies to
the individual components of its own manufacture. The manufacturer
cannot be responsible for the performance of the system and makes
no warranties, INCLUDING THE WARRANTIES OF MERCHANTABILITY AND
FITNESS FOR PARTICULAR PURPOSE and does hereby disclaim any liability
for damages due to failure of the system to perform as anticipated.
LMCchart 2.40
i

S083997 07
Dec 2016 LINDSAY ,
3
TOWER, 350
gpm,
38 psi
PAGE 2
----OUTLET----
-REG- PSI
---GPM---
----SPRINKLER------
---NOZZLE---
No
Loc
Sep
Model SprIn
Req
Del
Model
Plate
SpNo.
-x-
PLUG 4
5
29.9
29.9
33.5
1.0
1.9
R3030
Green
1
#14
LIME
6
37.3
PLUG
7
44.8
14.8
33.4
1.3
1.9
R3030
Green
2
#14
LIME
8
51.8
PLUG
9
59.3
14.5
33.4.
1.5
1.9
R3030
Green
3
#14
LIME
10
66.6
PLUG
11
73.9
14.7
33.3
1.9
1.9
R3030
Green
4
#14
LIME
12
81.3
PLUG
13
88.8
14.8
33.3
2.2
2.3
R3030
Green
5
#15
LIME*
14
95.8
PLUG
15
103.3
14.5
33.2
2.6
2.6
R3030
Green
6
#16
LAVENDER
16
110.6
PLUG
17
117.9
14.7
33.1
3.0
3.2
R3030
Green
7
#18
GRAY
18
125.3
PLUG
19
132.8
14.8
33.1
3.3
3.2
R3030
Green
8
418
GRAY
i
20
139.8
PLUG
21
147.3
14.5
33.0
3.8
4.0
R3030
Green
9
#20
TURQUOISE
22
154.6
PLUG
23
161.9
14.7
33.0
4.0
4.0
R3030
'Green
10
#20
TURQUOISE
24
169.3
PLUG
25
176.8
14.8
32.8
5.0
5.2
R3030
Green
11
#23
YELLOW*
!
181.6
TOWER
NO. 1
INLINE
PRESSURE: 30.9
psi
-x-
PLUG 2
28
194.3
17.5
32.7
5.3
5.2
R3030
Green
12
123
YELLOW*
29
201.6
PLUG
30
200.9
14.7
32.7
5.4
5.2
R3030
Green
13
#23
YELLOW*
31
216.3
PLUG
!
32
223.8
14.8
32.6
5.9
5.7
R3030
Green
14
#24
RED
33
230.8
PLUG
34
238.3
14.5
32.5
6.2
6.2
R3030
Green
15
#25
RED*
35
245.6
PLUG
36
252.9
14.7
32.4
6.6
6.7
R3030
Green
16
#26
WHITE
37
260.3
PLUG
38
267.8
14.8
32.3
6.7
6.7
R3030
Green
17
#26
WHITE
39
274.8
PLUG
40
282.3
14.5
32.2
7.2
7.1
R3030
Green
1B
027
WHITE*
'
41
289.6
PLUG
42
296.9
14.7
32.1
7.7
7.8
R3030
Green
19
#28
BLUE
43
304.3
PLUG
44
311.B
14.B
32.1
7.9
7.8
R3030
Green
20
428
BLUE
45
318.8
PLUG
46
326.3
14.5
31.9
8.4
8.3
R3030
Green
21
#29
BLUE*
47
333.6
PLUG
4B
340.9
14.7
31.8
8.9
8.8
R3030
Green
22
#30
DARK BROWN
i
49
348.3
PLUG
50
355.8
14.8
32.0
7.7
7.8
R3030
Green
23
#28
BLUE
360.6
TOWER
NO. 2
INLINE PRESSURE:
30.6
psi
!
51
361.6
PLUG
52
365.8
10.0
32.3
5.5
5.7
R3030
Green
24
424
RED
53
373.3
7.5
32.4
4.7
4.8
R3030
Green
25
#22
YELLOW
I

S083997 07 Dec 2016 LINDSAY ,
----OUTLET----
-REG- PSI
NO
Lac
Sep
Model SprIn
54
380.6
7.3
.32.4
55
387.9
7.3
32.4
56
395.3
7.3
32.4
57
402.8
7.5
32.4
58
409.8
7.0
32.3
59
417.3
7.5
32.3
60
424.6
7.3
32.3
61
431.9
7.3
32.3
62
439.3
7.3
32.3
63
446.8
7.5
32.2
64
453.8
7.0
32.2
65
461.3
7.5
32.2
66
468.6
7.3
32.2
67
475.9
7.3
32.2
68
403.3
7.3'
32.2
69
490.8
7.5
32.2
70
497.8
7.0
32.2
71
505.3
7.5
32.1
72
512.6
7.3
32.1
73
519.9
7.3
_ 32.0
74
527.3
7.3
32.0
75
534.8
7.5
31.9
539.6 TOWER NO. 3
3 TOWER, 350 gpm, 38 psi PAGE 3
---GPM--- -----SPRINKLER------ ----NOZZLE---
Req Del Model Plate SpNo.
4.8 4.8 R3030 Green 26 #22 YELLOW
4.9 4.8 R3030 Green 27 #22 YELLOW
5.3 5.2 R3030 Green 28 #23 YELLOW*
5.2 5.2 R3030 Green 29 #23 YELLOW*
5.2 5.2 R3030 Green 30 #23 YELLOW*
5.4 5.2 R3030 Green 31 423 YELLOW*
5.6 5.7 R3030 Green 32 #24 RED
5.4 5.2 R3030 Green 33 #23 YELLOW*
5.8 5.7 R3030 Green 34 #24 RED
5.8 5.7 R3030 Green 35 424 RED
5.9 5.7 R3030 Green 36 #24 RED
6.1 6.1 R3030 Green 37 425 RED*
6.0 6.1 R3030 Green 38 #25 RED*
6.0 6.1 R3030 Green 39 425 RED*
6.1 6.1 R3030 Green 40 #25 RED}
6.2 6.1 R3030 Green 41 425 RED*
6.3 6.1 R3030 Green 42 #25 RED*
6.7 6.6 R3030 Green 43 #26 WHITE
6.6 6.6 R3030 Green 44 #26 WHITE
6.7 6.6 R3030 Green 45 #26 WHITE
6.8 6.6 R3030 Green 46 #26 WHITE
7.6 7.7 R3030 Green 47 #28 BLUE
INLINE PRESSURE: 30.4 psi
76 543.2 8.5 32.0 6.5 6.6 R3030 Green 48 #26 WHITE
77 543.7 5.5 31.7 0.0 8.3 R3030 Green 49 429 BLUE*
END GUN: (NOZZLE SELECTED BIASED ON RECOMMENDED ARC: 170-)
551.5 * 30.4 83.9 80.5 SR100 .70"
SYSTEM INLINE END PRESSURE: 30.4 psi, INCLUDING 0 Et INCREASE IN ELEVATION
TOTAL gpm DELIVERED: 350.2
* INDICATES SPRINKLERS OPERATING BELOW RECOMMENDED PRESSURE LIMITS.
-x-INDICATES 2 OR MORE SUCCESSIVE OUTLETS SHOULD BE PLUGGED.
49 MOUNTING ASSEMBLIES: First outlet= 5, Last outlet= 77
MEMORY DROP, MxM Poly02 (Length 60.00 in)
GOOSENECK,SCH.40,MXFEMALE 1191880
DROP, POLY PRO, MXM <Vari> 1349310 (Length= 60.00 in)
COUPLER,PVC,3/4",NPT * 1173186
Standard Tee 1000--001 (as needed)
Standard Regulator 1000-002 (as needed.)

3083997 07 Dec 2016 LiNDSAY , 3 TOWER, 350 gpm, 38 psi PAGE 4
--==z-- NOZZLE SELECTION VERIFICATION =,---- _�--=-----_
SPAN # 1 2 3 OH+EG
ACRE 2.4 7.0 11.6 8.2
GPM REQ. 29.7 83.7 140.5 90.5
GPM DEL. 32.1 03.2 139.6 95.4
$ DEV. 8% -1% -1% -3%
i
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNa ID Regulator Flora PSI In x Out ID
i
R303OG Rotator Green 1- 49 638A NONE I
WATER APPLICATION DEPTH PER REVOLUTION
REVOLUTION TIME 112 HRS 1 24 HRS 1 36 HRS 1 48 HRS 1 60 HRS 172 HRS 1
APPLICATION DEPTHI 0.32 ! 0.64 1 0.96 1 1.27 1 1.59 1 1.91
(in) I ! I I I I I
Percentage timer chart not included due to lack of data.

—F ,yr—Av ¢rc t-2un+ O u"A
Lindsay Sales ..Service, LLC
S083998 QULAITY EQUIPMENT MURPHY FAMILY VENTURES
07 Dec 2016 PO-40053
3509P m 7.58 (full circle) Drive speed: 1R2 f61min sR100
1 2 3 4
5 psi (esL) !
i
37.9pae
179' 23'
719' (37 acre) 0.0 f1
J_LL1J_L4J L.L!_lll_L_CJ_1.1 1..
...rsazrxJzv sr.*!:?!ui•� anunc +rl�
n
4Ima"
R303OG
DISCLAIMER
The products manufactured by Nelson Irrigation Corporation which are specified as
a part of this system design are covered by the manufacturees printed "Warranty
and Disclaimer', which applies to the individual components of its own manufacture.
The manufacturer cannot be responsible for the performance pf the system and
makes no warranties, INCLUDING THE WARRANTIES OF MERCHANTABILITY
AND FITNESS FOR PARTICULAR PURPOSE and does hereby disclaim any
liability for damages due to failure of the system to perform as anticipated.
Lindsay Mandself ring Company LMCchait 2.40

Lindsay Sales S Service, LLC
CENTER PIVOT SPRINKLER CHART
LOG NUMBER: S083998
DATE: 07 Dec 2016
DEALER: QULAITY EQUIPMENT CUSTOMER: MURPHY FAMILY VENTURES
PO-- 4 0 053
NUMBER OF TOWERS:
PIVOT PRESSURE:
TOTAL SYSTEM FLOW:
TOTAL PIPE LENGTH:
END GUN TYPE:
4 NOZZLE FILES: R303OG
31.0 psi FRICTION C-FACTOR: 140
350.0 gpm FULL CIRCLE GPM / ACRE: 7.6
719.5 FT COVERAGE WITHOUT GUN: 722.5 FT
_SR100 ADJ. END GUN RADIUS: 81.9 ft
SYSTEM MANUFACTURER: LINDSAY
1 1579G265 SPAN 1,
3 1799G265 SPANS 2- 4,
1 22-OH-90 OVERHANG,
DISCLAIMER
FT PIPE ID
159.6, 6.39 in
179.0, 6.39 in
22.9, 5.37 in
The products manufactured by Nelson Irrigation Corporation which are
specified as a part of this system design are covered by the
manufacturer's printed "Warranty and Disclaimer", which applies to
the individual, components of its own manufacture. The manufacturer
cannot be responsible for the performance of the system and makes
no warranties, INCLUDING THE WARRANTIES OF MERCHANTABILITY AND
FITNESS FOR PARTICULAR PURPOSE and does hereby disclaim any liability
for damages due to Failure of the system to perform as anticipated.
LMCchart 2.40

S083998 07 Dec 2016 LINDSAY ,
----OUTLET---- -REG-
PSI
No
Loc
Sep Model
Sprin
-X -
5
29.9
29.9
33.9
-X-
8
51.8
21.8
33.8
_X-
11
73.8
22.0
33.7
12
81.3
13
88.6
14.8
33.7
14
95.9
15
103.3
14.7
33.7
16
110.8
17
117.8
14.5
33.6
18
125.3
19
132.6
14.8
33.6
20
139.9
21
147.3
14.7
33.5
22
154.8
159.6
TOWER NO.
1
23
160.6
24
164.8
17.5
33.4
25
172.3
26
179.6
14.8
33.4
27
186.9
28
194.3
14.7
33.3
29
201.8
30
208.8
14.5
33.3
31
216.3
32
223.6
14.8
33.2
33
230.9
34
238.3
14.7
33.2
35
245.8
36
252.8
14.5
33.1
37
260.3
38
267.6
14.8
33.0
39
274.9
40
282.3
14.7
33.0
41
289.8
42
296.8
14.5
33.0
43
304.3
44
311.6
14.8
32.8
45
318.9
46
326.3
14.7
32.8
47
333.8
338.6
TOWER NO.
2
48
339.6
49
343.8
17.5
32.6
50
351.3
51
358.6
14.8
32.7
52
365.9
53
373.3
14.7
32.6
54
380.8
4 TOWER, 350 gpn, 38 psi
---GPM --- ------SPRINKLER-- —
Req Del Model Plate SpNo.
PLUG 4
1.0 2.0 R3030 Green l
PLUG 2
1.4 1.9 R3030 Green 2
PLUG 2
1.4 1.9 R3030 Green 3
PLUG
1.4 1.9 R3030 Green 4
PLUG
1.6 1.9 R3030 Green 5
PLUG
1.8 1.9 R3030 Green 6
PLUG
2.0 1.9 R3030 Green 7
PLUG
2.6 2.6 R3030 Green 8
PLUG
INLINE PRESSURE: 31.4 psi
PLUG
2.8 2.9 R3030 Green 9-
PLUG
2.8 2.9 R3030 Green 10
PLUG
2.9 2.9 R3030 Green 11
PLUG
3.3 3.2 R3030 Green 12
PLUG
3.6 3.6 R3030 Green 13
PLUG
3.7 3.6 R3030 Green 14
PLUG
4.0 4.0 R3030 Green 15
PLUG
4.2 4.3 R3030 Green 16
PLUG
4.3 4.3 R3030 Green 17
PLUG
4.5 4.3 R3030 Green 18
PLUG
5.0 5.2 R3030 Green 19
PLUG
5.4 5.2 R3030 Green 20
PLUG
INLINE PRESSURE: 31.0 psi
PLUG
6.1 6.2 R3030 Green 21
PLUG
5.5 5.7 R3030 Green 22
PLUG
5.6 5.7 R3030 Green 23
PLUG
PAGE 2
-NOZZLE---
414LIME
114 LIME
014 LIME
#14 LIME
#14 LIME
#14 LIME
#14 LIME
#16 LAVENDER
#17 LAVENDER*
#17 LAVENDER*
#17 LAVENDER*
#18 GRAY
#19 GRAY*
#19 GRAY*
#20 TURQUOISE
#21 TURQUOISE*
#21 TURQUOISE*
#21 TURQUOISE*
123 YELLOW*
#23 YELLOW*
#25 RED*
#24 RED
#24 RED
{

S083998 07 Dec 2016 LINDSAY ,
-----OUTLET----
-REG-- PSI
No
Zoo
Sep
Model Sprin
55
387.8
14.5
32.5
56
395.3
57
402.6
14.8
32.5
58
409.9
59
417.3
14.7
32.4
60
424.6
61
431.8
14.5
32.4
62
439.3
63
446.6
14.8
32.4
64
453.9
65
461.3
14.7
32.3
66
468.8
67
475.8
14.5
32.1
68
483.3
69
490.6
14.8
32.1
70
497.9
71
505.3
14.7
32.0
72
512.8
517.6 TOWER NO. 3
73
518.6
74
522.8
17.5
32.2
75
530.3
7.5
32.6
76
537.6
7.3
32.6
77
544.9
7.3
32.6
78
552.3
7.3
32.6
79
559.8
7.5
32.6
80
566.8
7.0
32.6
81
574.3
7.5
32.5
82
581.6
7.3
32.5
83
588.9
1.3
32.5
84
596.3
7.3
32.5
85
603.8
7.5
32.5
86
610.8
7.0
32.5
87
618.3
7.5
32.5
88
625.6
7.3
32.4
89
632.9
7.3
32.5
90
640.3
7.3
32.4
91
647.8
7.5
32.5
92
654.8
7.0
32.4
93
662.3
7.5
32.4
94
669.6
7.3
32.4
95
676.9
7.3
32.4
96
684.3
7.3
32.3
97
691.8
7.5
32.3
696.6 TOWER NO. 4
98 101.0 9.2 32.3
99 708.5 7.5 32.3
100 715.8 7.3 32.0
4 TOWER, 350 gpm, 38 pF
--- GPM --- ----SPRINKLER-----
Req Del Model Plate SpNo.
5.9
6.2
R3030
Green
24
PLUG
6.1
6.2
R3030
Green
25
PLUG
6.4
6.7
R3030
Green
26
PLUG
6.5
6.7
R3030
Green
27
PLUG
6.8
6,7
R3030
Green
28
PLUG
7.3
7.1
R3030
Green
29
PLUG
7.6
7.8
R3030
Green
30
PLUG
7.5
7.8
R3030
Green
31
PLUG
8.4
8.3
R3030
Green
32
PLUG
INLINE
PRESSURE:
30.7
psi
PLUG
7.0
7.1
R3030
Green
33
4.1
4.0
R3030
Green
34
4.3
4.3
R3030
Green
35
4.2
4.3
R3030
Green
36
4.3
4.3
R3030
Green
37
4.3
4.3
R3030
Green
38
4.3
4.3
R3030
Green
39
4.6
4.8
R3030
Green
40
4.4
4.3
R3030
Green
41
4.7
4.8
R3030
Green
42
4.6
4.8
R3030
Green
43
4.5
4.3
R3030
Green
44
4.8
4.8
R3030
Green
45
4.9
4.8
R3030
Green
46
5.0
5.2
R3030
Green
47
4.8
4.8
R3030
Green
48
5.1
5.2
R3030
Green
49
4.9
4.8
R3030
Green
50
5.2
5.2
R3030
Green
51
5.2
5.2
R3030
Green
52
5.3
5.2
R3030
Green
53
5.4
5.2
R3030
Green
54
5.6
5.7
R3030
Green
55
6.0
6.1
R3030
Green
56
INLINE PRESSURE:
30.6
psi
6.1
6.1
R3030
Green
57
5.6
5.7
R3030
Green
58
7.8
7.7
R3030
Green
59
PAGE 3
---NOZZLE ---
#25 RED*
#25 RED*
626 WHITE
#26 WRITE
#26 WHITE
#27 WHITE*
#28 BLUE
#28 BLUE
#29 BLUE-
#27 WHITE*
020 TURQUOISE
#21 TURQUOISE*
#21 TURQUOISE*
#21 TURQUOISE*
#21 TURQUOISE*
#21 TURQUOISE*
#22 YELLOW
121 TURQUOISE*
#22 YELLOW
#22 YELLOW
#21 TURQUOISE*
#22 YELLOW
#22 YELLOW
#23 YELLOW*
#22 YELLOW
#23 YELLOW*
#22 YELLOW
#23 YELLOW*
#23 YELLOW
#23 YELLOW*
#23 YELLOW*
#24 RED
#25 RED*
#25 RED*
#24 RED
#28 BLUE
A

S083998 07 Dec 2016 LINDSAY 4 TOWER, 350 qpm, 38 psi PAGE 4
-----OUTLET---- -REG- PSI ---GPM-------SPRINKLER----- ---NOZZLE---
No Loc Sep Model Sprin Req Del Model Plate SpNo.
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED ARC: 170*)
719.5 * 30.5 65.6 69.3 SR100 .65"
SYSTEM INLINE END PRESSURE: 30.6 psi, INCLUDING 0 €t INCREASE IN ELEVATION
TOTAL qpm DELIVERED: 350.0
* INDICATES SPRINKLERS OPERATING BELOW RECOMMENDED PRESSURE LIMITS.
-x-INDICATES 2 OR MORE SUCCESSIVE OUTLETS SHOULD BE PLUGGED.
59 MOUNTING ASSEMBLIES: First outlet- 5, bast outlet- 100
MEMORY DROP, MxM Po1y02 (Length- 60.00 in)
GOOSENECK,SCH.40,MXFEMALE 1191880
DROP, POLY PRO, MXM <Vari> 1349310 (Length= 60.00 in)
C0UPLER,PVC,3/4^,NPT * 1173186
Standard Tee 1000-001 (as needed)
Standard Regulator 1000-002 (as needed)
NOZZLE SELECTION VERIFICATION
SPAN / 1 2 3 4 OH+EG
ACRE 1.8 6.4 11.1 15.7 11.3
GPM REQ. 13.1 46.5 79.9 117.4 85.0
GPM DEL. 16.2 46.5 80.9 117.4 88.9
% DEV. 23% -0t 1% -0% 5%
A high deviation in span 1 is unavoidable due to nozzle size limitations.
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow PSI in x Out ID
R303OG Rotator Green 1- 59 638A NONE

S083998 07 Dec 2016 LINDSAY , 4 TOWER, 350 gpm, 38 psi PAGE 5
PERCENTAGE TIMER REPORT
DEALER; QULAiTY EQUIPMENT CUSTOMER: MURPHY FAMILY VENTURES
PO-40053
SYSTEM MANUFACTURER: LINDSAY END GUN RADIUS: 81.9 ft
TOTAL PIPE LENGTH: 719.5 FT IRRIGATED AREA: 46.3 acre
TOTAL SYSTEM FLOW: 350.0 gpm
Motor Speed: 1725 RPM
Center Drive Speed: 43 RPM
Nominal Tire Size: 14.9 x 24
Ground Speed (tabulated) at 100% Timer : 10.2 ft/min
WATER APPLICATION DEPTH PER REVOLUTION
-------------------------------------------------------
water
Timer
Last Tower
Time Per
Application
Setting
Ground Speed.
Revolution
(in)
-------------------------------------------------------
M
(ft/min)
(hrs)
0.12
100.0
10.20
7.15
0.13
90.0
9.18
7.95
0.15
80.0
8.16
8.94
0.17
70.0
7.14
10.22
0.18
65.0
6.63
11.00
0.20
60.0
6.12
11.92
0.22
55.0
5.61
13.00
0.24
50.0
5.10
14.30
0.27
45.0
4.59
15.89
0.30
40.0
4.08
17.88
0.34
35.0
3.57
20.43
0.40
30.0
3.06
23.84
0.48
25.0
2.55
28.61
0.60
20.0
2.04
35.76
0.80
15.0
1.53
47.69
1.00
12.0
1.22
59.60
1.33
9.0
0.92
79.46
1.99
6.0
0.61
119.20
3.98
-------------------------------------------------------
3.0
0.31
238.39
The relationships between water application, timer setting and
pivot speed provided above are theoretical. Actual application
rates will vary due to the following: tire slippage, tire
inflation and tread wear; variations in terrain and soils; wind
drift; evaporation; and drive train efficiency. For this reason
the above data are intended only as a guide and should be
used with due caution.

S083998 07 Dec 2016 LINDSAY ,
-PART NUMBER AN
SHIP
PART NO. QTY
1603591 59
1609129 59
1609141 7
1609143 1
1609144 3
1609145 1
1609146 2
1609147 2
1609148 10
1609149 7
1609150 8
1609151 4
1609152 5
1609153 3
1609154 2
1609155 3
1609156 1
88-4983-8 1
1173186 59
1137900 41
1128529 59
4 TOWER, 350 gpm, 38 psi PAGE 6
E7 SHIPPING SUMMARY -
SYSTEM
QTY DESCRIPTION
59 R3000 Cap/Plate Assy GREEN
59 BODY ASSY,NELSON R/S3030
7 NOZ,NEL,3030,#14, 7/64 ,LIME
1 NOZ,NEL,3030,#16, 1/8,LAVENDER
3 NOZ,NEL.3030,#17,17/l28,LAVNDR
1 NOZ,NEL,3030,#18, 9/64 ,GRAY
2 NOZ,NEL,3030,419,19/128,GRAY
2 NOZ,NEL,3030,120, 5/32 ,TURQ.
10 NOZ,NEL,3030,#21,21/l28,TURQ.
7 NOZ,NEL,3030,#22,11/64 ,YELLOW
8 N0Z,NEL,3030,#23,23/128,YELL0FI
4 NOZ,NEL,3030,024, 3/16 ,RED
5 NOZ,NEL,3030,025,25/128,RED
3 N0Z,NFL,3030,#26,13/64 ,WHITE
2 NOZ,NEL,3030,027,27/128,WHITE
3 NOZ,NEL.3030,#28, 7/32 ,BLUE
1 NOZ,NEL,3030,#29,29/128,BLUE
1 END GUN NOZ, NELSON 100T, 0.65"
59 COUPLER,PVc,3/4",NPT
41 PLUG,PLASTIC,SQ.HD.,3/4"NPT (default)
59 M X ST Adapter

D). Application and Handling Equipment
Check the appropriate box
Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates apt to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been Established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
X New, expanded, or existing facility without existing waste application equipment for shay irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained;' calibration and adjustment guidance are contained as part
of the plan).
New. expanded, or existing facilityy t tout existing waste annlication_equipment for land spr ading not using spMy
irrigition. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for.timing of applications
has been established; required bufrers can be mainlained; calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation_ Murphy -Brown, LLC dba Smithfield Hog -Prod. Date Work Completed: 9/11/2017
Address (Agency): P.O. Box 856 Warsaw, NC 28398 ,Phone No.: [phone]
Signature: -W z'l yid _Date: 9 r. 17
E) Odor Control Insect Cont o1 Mortality Management and Emereocy Action Plan SD
S_I WUP, RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan arc complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction alter June
21,1996. If the facility was built before June 21,19%, when was it constructed or last expanded
f (we) certify that l (we) have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature- Date -
Name of Manager (if different from owner):
Signature: Date:
AWC - September 18, 2006 3

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4■
1
PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: 31-57
Facility Name: Turner Sow
Certified Operator Name: Phil Thigpen
County: Duplin
Operator #: 988057
"Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
Lagoon 2
Lagoon 3
Lagoon 4
Lagoon 5
La oon 6
a. Lagoon Name/ Identifier
Turner
b. Total Sludge Depth (ft)
3.8
c. Sludge Depth to be
Removed for Compliance
2.0
ft
d. Sludge Volume to be
Removed (gallons)
1,290,540
e. Sludge PAN
(lbs/1000 gal)
NA
f. Liquid PAN
(Ibs/1000 gal)
1.75
g. PAN of Sludge (Ibs)
(d x e)/1000 -
NA
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SIB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original sludge survey indicating non-compliance. If future sludge surveys do not show improvement in
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SIB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of 2

NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
The method of sludge reduction for this facility will be by using dewatering
boxes. There will be a representative waste sample taken prior to any land
application. Caution will be used in not over applying
N. If further information is needed or questions arise please call
AJ Linton at 910-285-1357.
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 I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Date: 11 / 13 / 12
AJ Linton
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Compliance Due Date: 11/13/14
Prone: 910-285-1357
Date:
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

' va,1;C.—
Facility Number:
Facility COC Number:
Facility Name:
Landowner's Name:
Landowner's Mailing Address:
Facility's physical address:
Type of Operation:
Number of Animals:
31-57
NCA231057
Turner Sow Farm
Turner Farms
PO Box 1139 Wallace, NC 28466
160 Farrowwood Rd., Warsaw, NC 28398
Farrow to Wean
6131 Sows
RECEIVED 1 DENR 1 DV Q
Aquifer Protection Secdoft
UAR 312009
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for.the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic
yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
rr maximize the fertilizer value of the waste and to ensure that it is applied in an
1� environmentally safe manner. Always apply waste based on the needs of the crop to
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result in runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 21-11.0217 adopted by the Environmental Management Commission.
� ��� 2 ZOOS
•
NUP Page 1

'�°" M1, t k '.,:`!iq 4"s.' � �'¢`-'*�i,r� "s'."z`. i��-u�'�'�,�i'� �J� - a::`s� �- � •-r.-, �-:-r rs r.,r ,, rx•a,�: e n�ra. -r„t �.r to -�rx � RPy��'3 --cl`-
;�--�-
��.��..�i£`:��..-d..i�
7�-ount of Waste Produced Per Year (gallons_ft, tons, etc.)
'�. ii,131 animals X 3212 (gallons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,131 animals X 5.4 lbs. PAN/animal/year =
Guide Std. 633)
19,692,772 (gallons) waste/year.
19,692,772
33,107 lbs. PAN/year. (PAN from N.C.
33,107 Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment
to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
1701
1
Aut ille
Bermuda Sod
240
4.30
1032
March -Sept
1701
1
Autryville
Small Grain OS
75
4.30
322.5
Oct - Mar
1701
3
Goldsboro
Corn
140
19.95
2793
March -July
1701
3
Goldsboro
Wheat.
14.4
19.95
2872.8
Sept - April
1816
4
Autryville
Bermuda Sad
240
11.54
2769.6
March - Sept
1816
4
Autryville
Small Grain OS.
75
11.54
865.5
Oct - Mar
1816
5
Norfolk
Corn
120
.6.30
756
March -July
1816
5
Norfolk
Wheat
144
6.30
907.2
Sept - A ril
1819
6
Goldsboro
Corn
140
6.40
896
March - Jul
1819
6
Goldsboro
Wheat
144
6.40
921.6
Sept - April
71605
7
Aut ille
Corn
80
26.30
2104
March „Jul
71605
7
Autryville
Wheat
96
26.30
2524.8
Sept -A ril
1605
8
Aut isle
Bermuda Sod
240
12.26
2942.4
March - Sept
1605
8
Autryville
Small Grain OS
75
12.26
919.5
Oct - Mar
71604
9
Norfolk
Corn
120
29.30
3516
March - Jul
71604
9
Norfolk
Wheat
144
29.30
4219.2
Sept - A13ril
1819
Fin 1-3
Goldsboro
Corn
140
29.10
4074
March - Jul
1819
Fin 1-3
Goldsboro
Wheat
144
29.10
4190.4
Sept - April
Total 1 145.451 38,626.50 1
'This' N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied,
they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North
Crr , fine to have a nutrient management plan that addresses all nutrients. This plan only addresses
h4 -gen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
JLU��ype Per Acre* Utilized
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 145.45 38,627
Table 2
Total 145.45 38,627
Amount of N Produced 33,107
Surplbs or Deficit 5,519
NOTE. The. Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

Gro•�—� -F ` '-+c�
°zi� WASTE'TILIZATION PLAN
Amount of Waste Produced Per Year (gallons. ft, tons. etc.
6,131 animals X 3212 (gallons) waste/animal/year
l
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,131 animals X 5.4 lbs. PAN/animal/year
Guide Std. 633)
19,692,772 (gallons) wastelyear.
19,692,772
33,107 Ibs. PAN/year. (PAN from N.C.
33,107 Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment
to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: . ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
1701
1
Autryville
Bermuda Sod
240
4.30
1032
March - Sept
1701
1
Autryville
Small Grain OS
75
4.30
322.5
Oct - Mar
1701
3
Goldsboro
Soybeans
150
19.95
2992.5
April - Sep 15
1701
3
Goldsboro
Small Grain Hay
100
19.95
. 1995
Oct - Mar
1816
4 :
Autryville
Bermuda Sod
240
11.54
2769.6
March - Sept
1816
4
Autryville
Small Grain OS
75
11.54
865.5
Oct - Mar
1816
5
Norfolk
Soybeans
150
6.30
945
April - Sep 15
( 1816
5
Norfolk
Small Grain Hay
100
6.30
630
Oct - Mar
1819
6 `
Goldsboro
Soybeans
150
6.40
960
April - Sep 15
1819
6
Goldsboro
Small Grain Hay
100
6.40
640
Oct - Mar
71605
7
Autryville
Soybeans
150
26.30
3945
April - Sep 15
71605
7,
Autryville
Small Grain Ha'
70
26.30
1841
Oct -Mar
1605
8'
Autryvjlle
Bermuda Sod
240
12.26
2942.4
March - Sept
1605
81,
AutDyille
Small Grain OS
75
12.26
919.5
Oct - Mar
71604
9
Norfolk
Soybeans
150
29.30
4395
April - Sep 15
'71604
.9
Norfolk
Small Grain Hay
100
29.30
2930
Oct - Mar
1819
Fin 1-3
Goldsboro
Soybeans
150
29.101
4365
A ril - Sep 15
1819
Fin 1-3
Goldsboro
Small Grain Hay
100
29.10
2910
Oct - Mar
Total 1 145.451 37,400.00 1
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied,
they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1996 the Coastal Zone Management Act will require farmers -in some eastern counties of North
Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses
N' 7en.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
A.Application
" See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
145.45
37,400
Table 2
Total
;145.45
37,400
Amount of N Produced
33,107
Surplus or Deficit
4,293
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the gelds to be used for the utilization of waste water.
Field Soil Type
No.
Application "of Waste by Irrigation
Crop Application Application
Rate {In/Hr) Amount (In.)
1,7,8
Autryville
Corn, Soybeans, Bermuda Sod, small grain
0.6
1
3,6, Fin 1-3
Goldsboro
Com, Soybeans, and Small Grain
0.4
1
4,5,9
Norfolk
Corn, Soybeans, Bermuda Sod, small grain
0.5
1
THIS TABLE IS NOT NEEDED IF- WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE
NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must be
removed on the average of once every § MONTHS. In no instance should the volume of waste being
stored in your structure exceed Elevation 'see lagoon staff gauge.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil and
Water Conservation District office after you receive the waste analysis report for assistance in determining
the amount per acre to apply and the proper application rate prior to applying the waste.
Narrative of operation: Acres shown in the preceding tables are considered to be the usable
acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed
may, and most likely will be, more than the acres shown in the tables.
The method of nutrient removal will be through harvesting the row crops for grain and the bermuda sod and _
overseed will be completely removed by sod harvesting equipment. _
This facility utilizes an under round dry hydrant system with irrigation reels.
Page 4

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

REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
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 perennial waters. (See Standard 393 - Filter Strips).
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 wastelshall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they; have been approved as a land application site by a "technical specialist".
Animal waste,shall.not be applied -on grassedwaterways that discharge directly into'water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 - Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc', shall
not be discharged into the animal waste management system.
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 if animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
19 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 propellant with no further applications animal waste
during the crop season.
20 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
r" mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within fig 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry `dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained=for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

(�9SSr� s� � x�Y%�71A y��p17 Ljv`�--n..n.a..s�....- � � r�cay r..���=.+t �'Tv 5' -
s' 6���s_� rk*7��WASTEIUTILIZAITfON PLAN9k;�4n
t:_.��`�sa.e;e�l�-yaf5."x:._#+�..3�.ref,k:s.M��.:w?.Pf:�,.-..v.«�a�::...�.atu�.�sF:a�Az:s,x-eta.o.�c:w.��.:�x..�.a.,��_�._-
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Turner Sow Farm
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Turner Farms
(Please print)
Date: S —I/— 0 7
� v
Name of Ma ifferent from owner).
Signature: Date:
Name of Technical Specialist: (Please print) Kevin Pope
Affiliation: Murphy Family Ventures, LLC
Address (Agency)
PO Box 1139
Wallace, NC 28466
Signature: Date:
Page 8

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 11RUE.-fCEIVED
Turner Farms LLC J U N 2 2001
Turner Farms, LLC
PO Box 246
Pink Hill, NC 28572 BY:
Subject: Certificate of Coverage No. AWS310057
Turner Farms, LLC
Animal Waste Management System
Duplin County
Dear Turner Farms LLC:
In accordance with your application received on 27-Feb-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Turner Farms 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 Turner Farms, LLC, located in Duplin 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: 6131 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 111.19 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 must be completed prior to actual increase in either
wastewater flow 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 kegping_and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatergualitv.om Location: 2728 Capital Boulevard
An Equal OpportunitylAffimtative Acllon Employer— 50% Recyded110% Post Consumer Paper
NorthCarolina
Nawra!!y
Raleigh, NC 2 7699-163 6 Telephone: [phone]
Raleigh. NC 27604 Fax 1: [phone]
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 15A 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 IVRCS
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.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. 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,
><000
for ` Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310057

In
HY
FAMILY VENTURES LLC
Explanation for Waste Plan Revision
Facility Name: Turner Sow
Facility Permit No.: NCA231057
In compliance with our General permit, Section 1, Part 3, Paragraph 2, the following is an
explanation of changes made to the Waste Utilization Plan for the facility listed above.
The WUP has been revised in order to change the crops grown on the spray fields. Spray
fields 1 and 4 have been changed from a corn, soybean, and small grain hay rotation to a
Bermuda sod and small grain overseed rotation. Spray field 8 has been changed from a
Bermuda and small grain hay field to a Bermuda sod and small grain overseed rotation.
On all of the remaining fields, the small grain hay that follows the soybean crop in
rotation 2 has been changed to small grain silage. This is the only changes being made to
this WUP. All other crops and PAN rates are unchanged.
If there are any questions or concerns about these changes, please feel free to call me at
910-289-7298 ext. 203.
Sincerely,
Kevin Pope
Technical Specialist
Murphy Family Ventures LLC
Enc.
kp
P 0 Box 1139 Wallace NC 28466

Facility Number: 31-57
Facility COC Number: NCA231057
Facility Name: Turner Sow Farm
Landowner's Name: Turner Farms
Landowner's Mailing Address: PO Box 1139 Wallace, NC 28466
Facility's physical address: 160 Farrowwood Rd., Warsaw, NC 28398
Type of Operation: Farrow to Wean
Number of Animals: 6131 Sows
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic
yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result in runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 21-1.0217 adopted by the Environmental Management Commission,
NUP Page 1

- WASTE TiLIiATI
wU_
Amount of Waste Produced Per Year(gallons, ft tons etc.
6,131 animals X 3212 (gallons) waste/animallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,131 animals X 5.4 lbs. PAN/animal/year =
Guide Std. 633)
19,692,772 (gallons) waste/year.
19,692,772
33,107 lbs. PAN/year- (PAN from N.C.
33,107 Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment
to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre Utilized Aoalication
1701
1
Autryville
Bermuda Sod
240
4.30
1032
March - Sept
1701
1
Autryville
Small Grain OS
75
4.30
322.5
Oct -Mar
1701
3
Goldsboro
Corn
140
19.95
2793
March - Jul
1701
3
Goldsboro
Wheat
144
19.95
2872.8
Sept -_A ril
1816
4
Autryville
Bermuda Sod
240
11.54
2769.6
March - Sept
1816
4
JAutryville
Small Grain OS
75
11.54
865.5
Oct - Mar
1816
5
Norfolk
Corn
120
6.30
756
March - Jul
1816
5
Norfolk
Wheat
144
6.30
907.2
Sept -April
1819
6
Goldsboro
Corn
140
6.40
896
March - Jul
1819
6
Goldsboro
Wheat
144
6.40
921.6
Sept - April
71605
7
Autryville
Corn
80
26.30
2104
March - Jul
71605
7
Autryville
Wheat
96
26.30
2524.8
Sept -April
1605
8
Autryville
Bermuda Sod
240
12.26
2942.4
March - Sept
1605
8
Autryville
Small Grain OS
75
12.26
919.5
Oct -Mar
71604
9
Norfolk
Corn
120
29.30
3516
March - Jul
71604
9
Norfolk
Wheat
144
29.30
4219.2
Sept - April
1819
Fin 1-3
Goldsboro
Corn
140
29.10
4074
March - Jul
1819
Fin 1-3
Goldsboro
Wheat
144
29.10
4190.4
Sept - April
Total 1 145.451 33,626.50
*This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are applied,
they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North
Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses
Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 145.451 38,627
Table 2
Total 145.45 38,627
Amount of N Produced 33,107
Surplus or Deficit 5,619
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
6,131 animals X 3212 (gallons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,131 animals X 6.4 lbs. PAN/animal/year =
Guide Std. 633)
19,692,772 (gallons) wastelyear.
19,692,772
33,107 lbs. PAN/year. (PAN from N.C.
33,107 Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment
to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvpe Per Acre Utilized Application
1701
1
Autryville
Bermuda Sod
240
4.30
1032
March - Sept
1701
1
Autryville
Small Grain OS
75
4.30
322.5
Oct - Mar
1701
3
Goldsboro
Soybeans
150
19.95
2992.5
April - Sep 15
1701
3
Goldsboro
Small Grain Hay
100
19.95
1995
Oct - Mar
1816
4
Autryville
Bermuda Sod
240
11.54
2769.6
March - Sept
1816
4
Aut ille
Small Grain OS
75
11.54
865.5
Oct - Mar
1816
5
Norfolk
Soybeans
150
6.30
945
April - Sep 15
1816
5
Norfolk
Small Grain Hay
100
6.30
630
Oct - Mar
1819
6
Goldsboro
Soybeans
150
6.40
960
April - Sep 15
1819
6
Goldsboro
Small Grain Hay
100
6.40
640
Oct - Mar
71605
7
Autryville
Soybeans
150
26.30
3945
April - Sep 15
71605
7
Autryville
Small Grain Hay
70
26.30
1841
Oct - Mar
1605
8
Autryville
Bermuda Sod
240
12.26
2942.4
March - Sept
1605
8
Autryville
Small Grain OS
75
12.26
919.5
Oct - Mar
71604
9
Norfolk
Soybeans
150
29.30
4395
April - Sep 15
71604
9
Norfolk
Small Grain Hay
100
29.30
2930
Oct - Mar
1819
Fin 1-3
Goldsboro
Soybeans
150
29.10
4365
April - Sep 15
1819
Fin 1-3
Goldsboro
Small Grain Hay
100
29.10
2910
Oct - Mar
Total 1 145.451 37,400.00 1
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied,
they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North
Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses
Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
�.Ype Per Acre* Itilized Application
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 145.45 37,400
Table 2
Total 145.45 37,400
Amount of N Produced 33,107
Surplus or Deficit 4,293
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

�_iNasfe Utilizati©n Phan` -qv
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (InlHr) Amount (In.)
1,7,8
Autryville
Com, Soybeans, Bermuda Sod, small grain
0.6
1
3,6, Fin 1-3
Goldsboro
Com, Soybeans, and Small Grain
0A
1
4,5,9
Norfolk
Com, Soybeans, Bermuda Sod, small grain
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE
NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must be
removed on the average of once every 6 MONTHS. In no instance should the volume of waste being
stored in your structure exceed Elevation `see lagoon staff gauge.
Call the local Natural Resources Conservation Service (fonneHy Soil Conservation Service) or Soil and
Water Conservation District office after you receive the waste analysis report for assistance in determining
the amount per acre to apply and the proper application rate prior to applying the waste.
Narrative of operation: Acres shown in the preceding tables are considered to be the usable
acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due toequipment limitations. Actual total acres in the fields listed
may, and most likely will be, more than the acres shown in the tables.
The method of nutrient removal will be through harvesting the row crops for grain and the bermuda sod and
overseed will be completely removed by sod harvesting equipment.
This facility utilizes an underground dry hydrant system with irrigation reels.
Page 4

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

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in. fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
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 perennial waters. (See Standard 393 - Filter Strips).
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 wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
19 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 propellant with no further applications animal waste
during the crop season.
20 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.
21 Waste shall be tested within 69 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Turner Sow Farm
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25=year, 24-hour storm. The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Si
Turner Farms
Date:
Name of Ma-r agerT f different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kevin Pope
Affiliation: Murphy Family Ventures, LLC
S -J/ 67
Address (Agency): PO Box 1139
Wallace, NC 28466
Signature: ter_ Date: S ���Q'2
Page 8

ANIMAL FACILITY ANNUAL CERTIFICATION FORM 3.
Certificate of Coverage or Permit Number. NCA231057 County fJuplin Year 2006
Facility Name (as shown on Certificate of Coverage or Permit) Turner Farms
Operator in Charge for this Facility _ Phil Thigpen Certification # 988057
Land application of animal waste as allowed by the above permit occurred during the past calendar
year. Yes X No If NO, skip Part I and Part II and
proceed to the certification. Also, if animal waste was generated but not land applied, please attach
an explanation on how the animal waste was handled.
CEIVED
Part I: Facility Information �E8 2 7 2007
1. Total number of application Fields or Pulls in the Certified Animal Waste Management Plat!;(f, MP):
27 pulls Total useable Acres approved in the CAWMP ' _ ' 40' --- -- _ _
2. Total number of Fields or Pulls on which land application occurred during the year. _ 27 pulls
Total Acres on which waste was applied 140.58
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
22,908
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP
and the permit: 36,352
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and
taken off site during the year: 0 of either tons or gallons (specify)
6. Annual average number of animals by type at this facility during the previous year.
6493 sows
7. Largest and smallest number of animals by type at this facility at any one time during the previous year
Largest
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
S. Facility's Integrator if applicable: Murph"rown, LLC
Part II: Facility Status
IF THE ANSWER TO ANY STATEMENT BELOW IN "NO", PLEASE PROVIDE A WRITTEN DESCRIPTION
AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NONCOMPLIANCE, AND
EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO BRING THIS FACILITY
BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites X Yes
during the past calendar year. —No
2. The facility was operated in such a way that there was no direct runoff of waste from the X Yes
facility (including the houses, lagoons/storage ponds and the application sites) during the __. No
past calendar year.
3. There was no discharge of waste to surface water from this facility during the past X Yes
calendar year. No
AFACF 3-14-03

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number. NCA231057 County Duplin Year
Facility Name (as shown on Certificate of Coverage or Permit) Turner Farms
Operator in Charge for this Facility Phil Thigpen Certification #
3.1
2006
988057
Land application of animal waste as allowed by the above permit occurred during the past calendar
year. Yes X No If NO, skip Part I and Part li and
proceed to the certification. Also, if animal waste was generated but not land applied, please attach
an explanation on how the animal waste was handled. [rk�CJEEI�VED
Part I: Facility Information FE8 2 7 2007
1. Total number of application Fields or Pulls in the Certified Animal Waste Management PlaeWMP):
27 pulls Total Useable Acres approved in the CAWMP - 40718 — -- -
2. Total number of Fields or Pulls on which land application occurred during the year 27 pulls
Total Acres on which waste was applied 140.58
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
22,908
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP
and the permit: 36,352
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and
taken off site during the year 0 of either tons or gallons (specify)
6. Annual average number of animals by type at this facility during the previous year:
6493 sows
7. Largest and smallest number of animals by type at this facility at any one time during the previous year.
Largest
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
S. Facility's Integrator if applicable: Murphy -Brown, LLC
Part II: Facility Status
IF THE ANSWER TO ANY STATEMENT BELOW IN "NO", PLEASE PROVIDE A WRITTEN DESCRIPTION
AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE HATES OF ANY NONCOMPLIANCE, AND
EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO BRING THIS FACILITY
BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites X Yes
during the past calendar year. No
2. The facility was operated in such a way that there was no direct runoff of waste from the X Yes
facility (including the houses, lagoons/storage ponds and the application sites) during the _ No
past calendar year.
3. There was no discharge of waste to surface water from this facility during the past X Yes
calendar year. _ _ No
AFACF 3-14-03 5

Michael F. Easky, Governor
Willim G. Ross Jr., Secretary
North Carolina Department of Environmet and NaLrral Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 4, 2006
Kevin Pope
Murphy Family Ventures, LLC
P. O. Box 1139
Wallace, NC 28466
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. NCA231057
Lagoon: Turner Sow #1
Duplin County
Dear Mr. Pope:
The Division of Water Quality (Division) received your sludge survey information on May 24,
2006. With your results, you requested that a sludge survey for lagoon Turner Sow # 1 not be
required until 2007. Due to the amounts of treatment volume available, the Division agrees that
a sludge survey is not needed until 2007. The results of the 2007 sludge survey are to be
submitted with the Annual Certification Form that will be due on March I, 2008.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6185.
Sincerely,
G. Lund
!mental Engineer
cc: Wilmington Regional Office, Aquifer Protection Section
Central Files
Carolina
,NWura!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-I636 Telephone: [phone]
Internet: www.ncwatcrauelity.org Location: 2728 Capital Boulevard Raleigh. NC27604 Fax 1. [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Reryded/10% Post Consumer Paper Customer service: [phone]

Mic6a l F. Easley, Governor
Willimt G. Ross Jr., Secretary
North Carolina Department of Environnim and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 4, 2006
Kevin Pope
Murphy Family Ventures, LLC
P. O. Box 1139
Wallace, NC 28466
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. NCA231057
Lagoon: Turner Sow #2
Duplin County
Dear Mr. Pope:
The Division of Water Quality (Division) received your sludge survey information on May 24,
2006. With your results, you requested that a sludge survey for lagoon Turner Sow #2 not be
required until 2007. Due to the amounts of treatment volume available, the Division agrees that
a sludge survey is not needed until 2007. The results of the 2007 sludge survey are to be
submitted with the Annual Certification Form that will be due on March 1, 2008..
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6185.
Sincerely,
i
Dennis G. Lund
Environmental Engineer
cc: Wilmington Regional Office, Aquifer Protection Section
Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet: www_ncwateEgualilv.orit Location: 2728 Capital Boulevard
An Equal QpporiuriglAifpmative Acton Employer 504E Rety*&10%Post Consumer Paper
I�°�`hCarolina
,NQlura!!y
Raleigh. NC 27699-1636 Telephone: [phone]
Raleigh, NC 276N Fax 1: [phone]
Fax 2: [phone]
CuslornuService: [phone]

Michel F. Easley, Governor
Willem G. Ross Jr., Secretary
North Carolina Department of Environnx3t and Natural Resources
Alan W. Klirnek, P.E. Director
Division of Water Quality
August 4, 2006
Kevin Pope
Murphy Family Ventures, LLC
P. O. Box 1139
Wallace, NC 28466
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. NCA231057
Lagoon: Turner Sow #3
Duplin County
Dear Mr. Pope:
The Division of Water Quality (Division) received your sludge survey information on May 24,
2006. With your results, you requested that a sludge survey for lagoon Turner Sow #3 not be
required until 2007. Due to the amounts of treatment volume available, the Division agrees that
a sludge survey is not needed until 2007. The results of the 2007 sludge survey are to be
submitted with the Annual Certification Form that will be due on March 1, 2008.
Thank you -for your attention to this matter. If you have any questions, please call me at (919)
715-6185.
Sincerely,
C�Y7�%1�6
Dennis G. Lund
Environmental Engineer
cc: Wilmington Regional Office, Aquifer Protection Section
Central Files
None
qf Carolina
1rra!!Y
Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Telephone: [phone]
Internet: www.ncwaterquality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal opportunitylA[frmaWe Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

12/29/2006 FRI 16:07 FAX [phone] WRLNV1
§V14". 002/013
s
Murphy -Brown, LLC
Grower(s):
Farm Name:
County.
12129/2006
NUTRIENT UTILIZATION PLAN
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Period:
Application Method:
P.D. Box 856
Warsaw, NC 28398
Turner Farms
Turner Sow & Finisher
Du lin
6131 RECEIVED
0 . I,8 N 0 4 2007
0
0
Anaerobic
>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 inUtration 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

12/29/2006 FRI 16:08 FAX [phone] WRLNXI
Q 003/013
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 We. 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, ft3, tons, etc.): 'Based on Farm application records
Capacity Type Waste Produced per Animal Total
6131
Farrow to Wean
3212 gallyr
19,692,772 gallyr
Farrow to Feeder
4015 gaVyr
gat/yr
Farrow to Finish
10585 gaVyr
gal/yr
Wean to Feeder
223 gallyr
gallyr
Feeder to Finish
986 gal/yr
gallyr
Total 19,692,772 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
6131
Farrow to Wean
5.4 ibs/yr
33,107 Ibs/yr
Farrow to Feeder
6.5 Ibslyr
Ibs/yr
Farrow to Finish
26 ibslyr
Ibs/yr
Wean to Feeder
0.48 ibs/yr
Ibs/yr
Feeder to Finish
2.3 Ibs/yr
lbstyr
Total 19,257 lbstyr
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: 145.45
Total N Required 1st Year: 37562.86
Total N Required 2nd Year: 29092.5
Average Annual Nitrogen Requirement of Crops: 33,327.68
Total Nitrogen Produced by Farm: 19,257.00
Nitrogen Balance for Crops: (14,070.611)
The following table describes the specifications of the hydrants and felds 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

12/29/2006 FRI 16:09 FAIL 9102933138 WRLN)1!1
141006/013
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 lnterplanted 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
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Fescue- Grazed
H
Fescue - Hay
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N 1 ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N 1 ton
0.12 lbs N 1 lbs lint
50 lbs N 1 ton
50 lbs N 1 ton
1.3 lbs N 1 bushel
2.4 lbs N 1 bushel
50 lbs. N / acre
50 lbs N 1 acre
2.5 lbs N 1 cwt
2.4 lbs N 1 bushel
4.0 lbs N 1 bushel
40 lbs N i acre 1 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.
4of8

12/29/2006 FRI 16:09 FAX [phone] WRLNIII
®007/013
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANT
/animal
Farm Total!
6131 Farrow to Wean:
0.84
5150.04
0 Farrow to Feeder
1
0
Farrow to Finish
4.1
0 Wean to Feeder
0.072
0
0 Feeder to Finish
0.36
0
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 5150.04 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 25750.2 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 85 acreas of land. if you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 206.0016 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 fimilation. 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 property 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 9

12/20/2006 FRI 16:09 FAX [phone] WRLNMl W008/013
Application Rate Guide
The foliowing is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
• inches
1816
1
Autryville
D
0.6
1
1605
4
Norfolk
D
0.5
1
1701
8
Autryville
C
0.6
1
1816
3
Goldsboro
D
0.4
1
1819
5
Norfolk
D
0.5
1
71605
6
Goldsboro
D
0.4
1
71604
7
Autryville
D
0.6
1
#REF!
9
Norfolk
D
0.5
1
1819
Fin1-3
Goldsboro
D
OA
1
6of8

12/29/2009 FRI 16:09 FAX [phone] WRLNJU
W 009/013
Additional Comments:
PAN production rates are based on historical averages, which are attached.
In addition, a secondary lagoon has incorporated Into the lagoon designs of
this farm, which will substantially reduce the nutrients produced by this
facility.
7of8

12/29/2006 FRI 16:09 FAIL 9102933138 WRLNMI
U 010/013
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Turner Sow & Finisher
Owner: Turner Farms
Manager.
Owner/Manager Agreement:
Itwe 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. Ilwe 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 anew 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. l 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
Signature:
Name of Manag4
Signature:
Date
Name of Technical Specialist: Dawn Williamson
Affiliation: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, PO Drawer_ 856_
-' Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
B of 8

12/29/2006 FRI 16:10 FAI 9102933139 9iRLN N1
tO012/013
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 Anlmal 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

12/29/2006 FRI 16:09 FAX [phone] WRLNMI Q 011/013
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 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.
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).
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 (ties.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

12/29/2006 FRI 16:10 FAX [phone] WRLNM1 10013/013
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, leafage, 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 MI 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.
3 of 3

WATFRQG
Michael F. Easley, Governor
O�OF
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
Q -C
Alan W. Klimek, P.E_ Director
Division of Water Quality
April 15, 2005
Mr. Jeff Turner
Turner Farms, LLC
PO Box 246
Pink Hill, North Carolina 28572
AW
Dear Mr. Turner:
Subject: Certificate of Coverage No. NCA231057
Turner Farms
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your request for modification received on April 5, 2005 we are hereby forwarding to
you this Certificate of Coverage (COC) issued to Turner Farms, LLC, authorizing the operation of the
subject animal waste collection, treatment, storage and land application system in accordance with
NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from Turner Farms, located in Duplin County, with an animal capacity of no greater than
an annual average of 6131 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 and shall hereby void Certificate
of Coverage Number NCA231057 dated July 16, 2004. 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 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. Pleasepay-careful attention to the record kee in
and monitorinlr conditions in this hermit. The Animal Facilitv Annual Certification Form must be
completed and returned to the Division of Water Quality by no later than March 1 st of each year.
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.
Nam` Caro '
�tur*ina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o.enr.state.ne.us 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer- 50% Recydedl10% Post Consumer Paper
Phone [phone] Customer Service
Fax [phone]
Fax [phone]

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 122.4f 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 Wilmington 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 Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E. 7:A
EjV D
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)R,� Lcc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Permit File NCA231057
APS Central Files

REcEI 9E=5?�
OF W A r4R 8 L tJ4 ! Michael F. Easley, Governor U 2
Q William G. Ross Jr., Secretary
do 7 . BY: North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P. E., Director
Coleen H. Sullins, Deputy Director
A �
Division of Water Quality
July 16, 2004
Jeff Turner
Turner Farms, LLC
PO Box 246
Rose Hill, NC 28572
Subject: Certificate of Coverage No. NCA231057
Turner Farms, LLC
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Mr. Turner:
In accordance with your application received on June 25, 2004 we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Turner Farms, LLC, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with NPDES
General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Turner Farms, LLC located in Duplin County, with an animal capacity of no
greater than an annual average of 400 Wean to Feeder, 1000 Feeder to Finish and 5792 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, 2067 and shall hereby void Certificate
of Coverage Number NCA231057 dated April 9, 2003. 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 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 pay careful attention to the record keeping
and monitoring conditions in this permit. The Animal Facilitv Annual Certification Form must be
completed and returned to the Division of Water Quality by no later than March 1st of each year.
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.
rM
eLDENii
Non -Discharge Permitting Unit Internet http-.#h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled110% post -consumer paper

Mr. Jeff Turner
Page 2
July lb, 2004
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 Wilmington 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 Duane Leith at [phone] ext. 370_
Sincerely,
for Alan W_ Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health De artment.
W 1 ningto ional_Offce Water-Qudlity Section
Duplin County Soil and Water Conservation District
Permit File NCA231057
NDPU Files

Lagoon Freeboards
Subject: Lagoon Freeboards
Date: Mon, 14 Jul 2003 16:29:01 -0400
From: "Nordin, David"<[e-mail]>
To: "'stonewall. [e-mail]"' <[e-mail]>
CC: "'John.collecre@,ncmail.net"' <[e-mail]>,
"'Rick. shiver@ncmail. net"' <[e-mail]>
Freeboard Levels - Murphy Brown LLC Kenansville Division - 7114/03
Farm Facility#
2147 31 - 468
Batchelor 31 - 563
Turner Sow 31 - 57
3620
31 - 400
Scott
31 - 5
Fnvirotech
31 - 177
3090
31 - 678
2149
31 - 567
2704
31 - 375
Lagoon Level
17 inches
A - 17 inches
B - 17 inches
S1 - 14 inches
S2 - 14 inches
S3 - 17 inches
18 inches
15 inches
S1 - 18.5 inches
18 inches
16 inches
16 inches
2706 31 - 375 10 inches In addition to a 30 day PoA, a 5 day PoA will be submitted for
this farm.
If you have any further questions, please call me at 910 - 296 - 3731.
Thank You
David Nordin
Land & Nutrient Management
Murphy Brown LLC
Kenansville Division
1 of 1 7/16/2003 3:02 PM

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
31-57
Turner Farms, LLC
County: Duplin
Certified Operator Name: u Operator Number: h
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 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name11D: Sow1 Sow2 Sow3
Spillway(Y or N): N N N
Level(inches): 14 14 17
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:
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.
/.,e �{Ja,�,� o / a -.29G r Y-,� �5 L)- d �el�� Phone: 37I
Facility Owner[Manager (print)
d0",l2za�- Date: % /L
Facility Owner/Manager (signature)

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIE:
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): tTsow 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.Q inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 121825 ft2
e. line c/12 x line d x 7.48 gallons/ft3 379688 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 152215 ft3
h. current herd #F---12-0-01 certified herd # 1200
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 1 06/10/2003
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)
152215 ft3
© ft3
71065 ft3
278356 gallons
2.90 Ibs/1000 gal.
1908.3 tbs. PAN
PoA (30 Day) 2/21 /00

J
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIE:
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): T Sow 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 1 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 126054 ft2
e. line c/12 x line d x 7.48 gallonslft3 392868 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 170846 ft3
h. current herd # 2300 certified herd # 2300
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 06/10/2003
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)
170846 ft3
ft3
74813 ft3
306255 gallons
1 .30Ibs/1000 gal.
908.9 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIE'S
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID):. I T Sow 3
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm S structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 168784 ft2
e. line c/12 x line d x 7.48 gallonslft3 210417 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 259086 ft3
h. current herd # 2450 certified herd # 2450
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 1 06/10/2003
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)
259066 ft3
®ft3
108875 ft3
458700 gallons
1.90 Ibs11000 gal.
1271.3 lbs. PAN
PoA (30 Day) 2/21 /00

11. 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: T Sow 1
line m =
1908.3 lb PAN
2. Structure ID: T Sow 2
line m =
908.9 lb PAN
3. Structure ID: T Sow 3
line m =
1271.3 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 + 5 + 6 = 4088.5 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWP
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 (lbs.)
column r x s
u. application window'
1
Bermuda
4.30
217.40
934.8
Mar -Au
7
Bermuda
6.23
157.32
980.1
Mar -Au
19
Bermuda
5.81
171.84
998.4
Mar -Au
20
Bermuda
6.45
264.30
1704.7
Mar -Au
'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) = 4618.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 4088.5 lb. PAN
PoA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section Ill) = 4618.0 lb. PAN
y. Overall PAN balance (w - x) _ -530 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
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State of North Carolina IT "W
Department of Environment © •
and Natural Resources DEC 1 2001 _
Division of Water Quality
mom mom
].=KV[513 U 1:51E.*�o
Michael F. Easley, Governor __­---NCDENR
William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF
Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RE50LJRCF-5
December 7, 2001
TURNER FARMS, LLC
TURNER FARMS, LLC
P.O. BOX 246
PINK HILL NC 28572
Subject. Certificate of Coverage No. AWS310057
Turner Farms, LLC
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Jeff Turner:
In accordance with your application received on January 27, 2001 and subsequent requests to
combine Farrowwood Sow Farm (AWS310057) with Anderson Finishing Farm (Fac# 31-396), we are
forwarding this Certificate of Coverage (COC) issued to Turner Farms, LLC, authorizing the operation
of the subject animal waste collection, treatment, storage and land application system in accordance with
General Permit AWG 100000. This approval shall consist of the operation of this system including, but
not limited to, the management of animal waste from the Turner Farms, LLC, located in Duplin County,
with an animal capacity of no greater than 3,000 Feeder to Finish, 3,750 Far -row to Wean, and 1,200
Farrow,to Feeder and the application to land as specified in the Certified Animal Waste Management
Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
Certificate of Coverage Number AWS310057 dated March 20, 2000, and shall be subject to the
conditions and limitations as specified therein. 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, with no discharge of wastes to surface waters- An adequate
system for collecting and maintaining the required monitoring data and operational information must be
established for this farm. Any increase in waste production greater than the certified design capacity or
increase in number of stocked animals above the number authorized by this COC will require a
modification to the CAWMP and this COC and shall be completed prior to actual increase in either
wastewater flow or number of animals.
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.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS310057
Turner Farms, LLC
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ 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 non -discharge permit by contacting the engineer listed below for
information on this process_ Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington 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 J R Joshi at [phone] ext. 363.
Sincerely,
Gregory J_ Thorpe, Ph. D.
cc: (Certificate of Coverage only for all cc `s)
Duplin County Health Department
' Wilmington_Reaional Office- -Water Quality Section
Duplin County Soil and Water Conservation District
Permit File
NDPU Files

V
RECEIVED
• State of North Carolina WATER QUALrrysEcTim
Department of Environment and Natural Resources FED .1 9
Division of Water Quality 20Qf
Non -Discharge Permit Application Form Non-DischaMe AenrltUnq
(THIS FORM MAYBE P`}IOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Turner Farms, LLC - Anderson Finishing
1.2 Print Land Owner's name: Turner Farms, LLC
1.3 Mailing address: PO Box 246
City, State: Pink Hill NC Zip: 28572
Telephone Number (include area code): 252 568-4727
1.4 County where facility is located: Duplin
1.5 Facility 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): East of Warsaw. On North side of SR 1300 approx. 0.75
mile East of SR 1350. Take first farm road on left to facility.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms
1.8 Date Facility Originally Began Operation: 1/1/1987
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 31 (county number); 396 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
2000- Certified Design Capacity
Is the above information correct? yes; Q no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Tyne of Swine No. of Animals Tyne of Pouln No. of Animals Type - of Cattle 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:
FORM: AWO-G-E 5/28198 . Pagel of 4 31 - 396

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 24.61 Required Acreage (as listed in the AWMP): 24.61
2.4 Number f lagoon orage ponds (circle which is applicable): 1
2.5 Are subsurface drains present within 100' of any of the application fields? YES o NO please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NR dards, etc.) (Swine Only)
ip YES r NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 19 C
What was the date that this facility's land application areas were sited? t A C6 i o
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Sonte of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
33.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every Iand application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
Applicants Initials
"J�
FORM: AWO-G-E 5/28/98 Page 2 of 4 31 - 396

r
Facility Number: 31 - 396
Facility Name: Turner Farms, LLC - Anderson Finishing
4. APPLICANT'S CERTIFICATION:
I, �� U.✓Yle +�G.� vy�5 , L• �--�' C ' (Land Owner's name listed in question 1.2), attest that
this application for y name listed in question 1.1)
has been reviewed by me and is accurate and complete td 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 retumcd to me as incom
Signature Date S— C)
5. 11 ANA,GERLB'CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31- 396

DIVISION OF WATER QUALITY REGIONAL OFFICES (1/98)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
(szg) 251-6208
Fax (ezg) 251-6452
Avay Macon
Buncombe Madison
Burka
McDowell
Caldwell
Mitchell
Cherokee
Polk
C3ay
Rutherford
Grabam
Swain
Haywood
Transylvania
HeadasOn
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
(910) 486- 1541
Fax [phone]
Anson Moore
Bladen Richmond
Cumberland Robeson
Harnett Sampson
Hake Scotland
Montgomery
Winston-Salem Regional WQ Supervitor
585 Waughtown Stzaes
Winsum-Salem, NC 27107
(33Q 7714600
Fax [phone]
All, cc Rockingham
AIIeghany Randolph
Asbe Stokes
Caswell Sorry
Davidson Watauga
Davie Wilkes
Forsyth Yadidn
Guilford
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
(;2SR) 946-6481
Fax (zit; 975-3716
Bettie - Lenoir
Chowan
Pamlico
Craven
Pasquatank
Gamin xk
Pgquimans
Dare
Pita
Gates
Tyfell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Smea.
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Iredell
Union
Raleigh Regional WQ SVervisar
3800 Batzza Dr.
Raleigh, NC 27611
(919) 5714700
Fax [phone]
Chatham Nash
Durham Nottbampton
OrzoaSe
Franklin Person
Granville Vance
Halifax Wake
Johnston WM=
Lae Wesson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilrningwn, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Churns Onslow
Columbus Finder
Duplin
FORM: AWO-G-E 5128l98
Page 4 of 4

j
Animal Waste Management Plan Certification
--_ (PIease type or print all information that does not require a signature)
General information:
Name of Farm: Anderson Finishing Farm Facility No: 31--396
Owner's Name: Stan Draughon Phone No: 910-293- 4673
Mailing Address: 160 Farrow - Wood Lane Warsaw, NC 28398
Latitude and Longitude: 35' 0' 53" / 78' 2' 32" County: Du lin
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): Take US 117N to Warsaw @ gM lights turn risdit onto NC 24E to Edge of town
where NC 24 & NC 50 Memee: take SR 1300 (Ward's Bridge Road) £ toward CM Outlaw's Store, go 2 miles out
of Warsaw to farm entrance on left.
Operation Description:
Type of Swine No. of Animals Tyne of Poultry No. of Animals
❑ Wean to Feeder
® Feeder to Finish 2000 hd
❑ Farrow to Wean (# sow) _
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm:
❑ Layer
❑ Non -Layer
❑ Turkey
No. of Animals:
Type of Cattle No. of Animals
❑ Dairy
❑ Beef
Acreage Available for Application: ZA(A Required Acreage: ZA-I, t
Number of Lagoons/Storage Ponds: 1 Total Capacity: g63$DECubic Feet (fts)
Are subsurface drains present on the farm: YES or � (please circle one)
s**
Owner /Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and
will implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
msnim� using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification must
be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A
change in land ownership requires written notification to DEM or a new certification (if the approved plan is changed)
within 60 days of a title transfer.
Name of Land er: kan6rQub
Signature: x Date:
Name of Manager (if different owner):
Signature: Date:
AWC -- April 24, 1996

Technical Specialist Certification
I As a technical specialist designated by North Carolina Soil and Water Conservation Commission pursuant to
I5A NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an
animal waste management plan that meets or exceeds standards and specifications of the Division of
£nvironmentaI Management (DEM) as specified in I SA NCAC 2H.0217 and the USDA -Natural Resources
Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
I SA NCAC 211.0217 and 15A NCAC 6F .0001-.0005. The following elements are included in the plan as
applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP,
RC,1), the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existing facili without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
x
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited to collection systems, lagoons and
ponds, have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): Iamr�te�
Affiliation: Mu h FamilyFarms —
Address (Agency P. O. Box 1,93 Rose Ijill, NC 84 (10)289-6439, ext. 47
Signature: "'Datet;�' .1. �; — o z
B) Land Application Site (W UP) 7 :.- 3 73
The plan provides for minimum separations (buffers)r��614m'�? d for waste utilization; chosen
crop is suitable for waste management; hydraulic and nit of iba
Name of Technical peciahst (Please Print):
Affiliation: ,.r f:Qv r--, 5
Address (Age ): f6 x-159 K Hi I It Phone No_: _`!tb _0­0 at 1 t
Signature: Date: $ ` a9 - 9 -7
C) Runoff4Controls from Exterior Lots
Check the appropriate box
x Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC) �,4►�it„++rr.�
Methods to minimize the run off of pollutants from lounging and heavy�>'�5r�n designed in
accordance with technical standards developed by NRCS. .+ Kly,
Narne of Technical Specialist (Please Print): Kevin Weston -
Affiliation: Murphy Family Farms
Address (Agen y)- P.O. B x 759 Rose Hill NC 28458 Phone No.: 9 2 - 439 xt.4629
Signature: Fait- K-tayr.►r lil r+ Date: 9 4►
,J '0%iAL T'Ox+
AWC -- April 24, 1996

D) Application and Handling Equipment
Cfi the appropriate box
Existing or expanding facility with existing waste application equipment_(WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to
accommodate the waste management plan:
(existing application equipment can cover the area required by the plan at rates not to exceed either
the specified hydraulic or nutrient Ioading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are
contained as part of the plan).
❑ New, expanded, or existing facility without existinx waste application equipment for
sMay irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary
to accommodate the waste management plan; (proposed application equipment can cover the area
required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a
schedule for tinting of applications has been established; required buffers can be maintained; calibration
and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facility_ without existing waste application equipment for
land spreading not using spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necesary to
accommodate the waste management plan; (proposed application equipment can cover the area'
required by the plan at rates not to exceed ei ��st pd hydraulic or nutrient loading rates; a
schedule for timing of applicctions has b,4 d buffers can be maintained;
calibration and adjustment guidance am` f, e plan).
Name of Technical Specialist (Please Print}: )� • , P
Affiliation: 132 Routled a Rd
Address (Agency): Ke ansville NC 2834D Phone o.: 91(. 29f 1170
Signature: - �_ �'ifP19
E)
Odor Control Insect Control, Mortali%jY"DRer6`nt and Emergency Action Plan (SDI
S1, WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an
Insect Control Checklist, a Mortality Management Checklist and an Emergency action Plan. Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
Minimize Odors and Best Management Practices to Control Insects have been selected and included in
the waste management plan. Both the Mortality Management Plan and !,gwfgC4ltyo Lion Plan are
complete and can be implemented by this facility. SS/CRp���,,
Name of Technical Specialist (Please Print): Kevirn Westnn O pl.�
Affiliation: WyMhy Family Farms z Q- �'
Address (Agent : P Box 759 Rose Hill NC 28458 Phone Now 91t)28fWk, ext 4d9
Signature: 4, _ F-0 I%u„J lrl vraxf Date: 9 7
F) Written Notice of New or Expanding Swine Farm `���.�`�
The following signature block is only to be used for new or expanding s%;1"Wh lit begin
construction after June 21, 1996. If'the facility was built beforeJune 21, 1996, when was it constructed
or last expanded . I (we) certify that I (we) have attempted to contact by
certified mail all adjoining property owners and all property owners who own property located across a
public road, street, or highway from this new or expanding swine farm. The notice was in compliance
with the requirements of NCGS 106-905. A copy of the notice and a list of the property owners notified
is attached.
Name of Land e : SC r u n
Signature: tK A Date:
Name of Manager (if differ fro wner):
Signature: Date:
AWC -- April 24, 1996

i
Ill. Certification of Installation
A) Collection, Storage Treatment Installation
New, exyanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but no limited to Iagoons and
in accordance with the approved plan to meet or exceed the minimum standards an
For exisirng facilities wr'thoui retrofits, no cerilficalron is necessary.
Name of Technical Specialist (Please Print):.1. Neal Tucker
Affiliation: Murphy Family Farms
Address (Agen P_ O. Box 759,49se Hill NC 28458 Phone
Signature: _ _ Date:
For NeAl Tvc�Pf-
B) Land Application Site (WUP)
Check the appropriate box
}4stalled
'f"'
s
►e _
The cropping system is in the place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by (month/day/year); the
proposed cover crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):. -�M gVI#- We f rpr/
Affiliation: _ A.s yyp F,m s r r5x—f
Address (Agency) : P . , 7 Xa{E .cc c rr f Phone No.: &ial zp9 -L yi 4 Ems.. #V Z-
Signature: /11 _ l✓�rdd _ Date: t6111P
This following signature block is only to be used when the box for conditional approval in III. B above has been
checked.
I (we) certify that I (we) have committed to established the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner: Stan Draughon
Signature:
Name of Manager (if different from owner):
Signature:
Date:
Date:
AWC -- April 24, 1996 4

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature:
Date:
D) _Application and Handling Equipment Installation (WUP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed
but the owner has proposed leasing or third party application and has provided a signed
contract; equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
!� Conditional approval: Animal waste application and handling equipment specified in the plan
has been purchased and will be on site and installed by SID/74 (month/day/year); there is
adequate storage to hold the waste until the equipment is installed and until the waste can be
land applied in accordance with the cropping system contained in the plan; and calibration and
adjustment guidanc rovided to the owners and are contained as part of the plan.
i-c- M.3
�•' to WG r n� w+ :. w ....� ,.,,,.�.►� Pi PG 50 o ^�.. S s �'� �^� f S �a
rite
iyl.+9...-.� irYga Ffnra i4es,i�n AiC
Name of Technical Speci �n ase d s k e -6 e- drib �f
Affiiliation: -1 - ax Hit 11 X C a FLIA 8
Address { e ne1'No.: f _ ( gto)agq r t
5t
Signature: _ r. ;:Date: $ 9! l d ! q T
The following lignatu4l .used when the box for conditional approval in III D above has been
checked.'? =
I (we) certify that I (we) have co Uto; purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this certification is a violation of the waste management plan and will subject
me (us) to an enforcement action from DEM.
Name of Land er: Stan rau A
Signature : Date:
Name of Manager (if different from er):
Signature: Date:
AWC - April 24, 1996 5

0
E) Odor Control, Insect Control and Mortality Management (SD., SI,WUP. RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are
operational. The mortality management system as specified in the Plan has also been installed
and is operation.
Name of Technical Specialist (Please Print): 1. Neal Tucker, PE _
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill NC 28458 Phone No: (910)289--6439, EXT. 4717
Signature: _ 4V. , _ " 4Jx.-� do re.,teR Date: AAV/Xil
IV
Please return the completed form to the Division of Environmental Management at the following address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626--0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC — April 24, 1996 6

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I

FARM: Anderson Farm
LOCATION: 160 Farrow Wood Farm Lane
Warsaw, NC 28398
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 2000
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic
yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result ion runoff to surface waters
which is not allowed under OEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year (gallons. ft. tons. etc.)
2000 animals X 11.99 (tons) waste/animal/year = 3,800.0 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2000 animals X 2_3 lbs. PAN/animal/year = 4,600.0 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre ' Utilized Aoolication
YEAR 'X'
T1819
1
GoA
Com
136
6.82
928
March -Jul
T1819
1
GoA
Wheat
144
6.82
982
Sept - April
T1819
2
GoA
Corn
136
17.41
2368
March -July
T1819
2
GoA
Wheat
144
17.41
2507
Sept - April
T1819
3
GoA
Soybeans
150
4.88
732
June -August
YEAR 'Y'
T1819
1
GoA
Soybeans
150
6.82
1023
June -August
T1819
2
GoA
Soybeans
160
17.41
2612
June -August
T1819
3
GoA
Corn
136
4.88
664
March -July
T1819
3
GoA
Wheat
144
4.88
703
Sept - April
Total 1 29.111 5,002.00 1
*This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

Table 2., ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
�.'ype Per Acre Utilized Application
" See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
29.11
5,002.00
Table 2
Total
29.11
5,002.00
Amount of N Produced
4,600.00
Surplus or Deficit
402.00
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate Inlhr Amount linj
1,2,3 jGoA I Row Crops 0.5 0.75
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every 6 Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil
Conservation Service) or Soil and Water Conservation District office after you
receive the waste analysis report for assistance in determining the amount per
acre to apply and the proper application rate prior to applying the waste.
Narrative of operation:
Acres shown are irrigated acres. The crop rotation must be followed as written.
Residual nitrogen from soybeans accounted for in a reduction on the following corn
crop.
Page 4

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

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential
for salt damage from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable wither 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 from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
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 no to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they have been approved as a land application site by
a "technical specialist". Animal waste shall not be applied on grassed waterways
that discharge directly into water courses, and on other grassed waterways, waste
shall be applied at agronomic rates in a manner that 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 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.
Page 6

18 Waste hackling 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.
19 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 is should only be applied perplant with no further applications
of animal waste during the crop season.
20 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 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 element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for fire (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

WASTE UTILIZATION PLAN AGREEMENT
!Name of Farm: Anderson Finisher
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: Stan Draughon
(please print) �1
Signature:
Name of Manager (If different from
Signatu
Name of Technical Specialist: (please print) : Kraig Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 1011
Rose Hill, NC 28458
Signature:
Date: ce
Page 8

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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 wear 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 while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating helow design pressure greatly reduces the
coverage diameter and application uniformity.
For the 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 flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, 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 nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients a
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this itishould probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
6

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: if lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 395- 390(b
EMERGENCY MANAGEMENT SERVICES (EMS) 2Lq to
SOIL AND WATER CONSERVATION DISTRICT (SWCD) a cq to
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) _r),g L.
COOPERATIVE EXTENSION SERVICE (CES) ;k� to - 21�3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate furl:W discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action: s
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact location
of the facility, the location or direction of the movement of the spill, weather and wind
conditions. The corrective measures that have been under taken, and the seriousness of
the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice 1 technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Family Farms
b. Contractors Address: P.O. Box 759 Rose Hill NC 28458
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 289 - 2111
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓} Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (V)Maintain Oegetative control along banks of
Vegetative Growth lagoons and other Impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed (} Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{ } Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
Areas wastes and feed wastage
MIC -- November 11, 1996
(} Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
10

i
Dry Manure Handling Accumulations of animal O Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(} Provide for adequate drainage around manure stockpiles
O inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
41
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(V)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body
Dirty manure
( )Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(V)Slotted floors;
floors
(V)Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(.')Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(✓)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(V)Fan maintenance;
exhaust fans
Dust
(V)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled`
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(V)Proper lagoon liquid capacity
Biological mixing
(✓)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
{ )Proven biological additives
Irrigation sprinkler
High pressure agitation
(✓)Irrigate on dry days with little or no wind
nozzles
Wind draft
(V)Minimum recommended operation pressure
A
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC -- November 11, 1996
12

s
Storage tank or Partial microbial
basin surface decomposition Mixing while
filling Agitation when emptying(
(
)Bottom or midlevel loading
)Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (,")Farm acgess road maintenance
around facilities Microbial decomposition of away front facilities
organic matter
Manure tracked Poorly maintained access (-')Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-SAE
Swine Production Facility Manure Management:Underfioor Fluse-Lagoon -treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor "task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner I integrator agrees to
use sound judgment in applying odor control measures as practical.
certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
{ } Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
L'
i
14

LAGOON SITE SOILS INVESTIGATION
PROJECT: SIN bF2�V�'
FIELD INVESTIGATION BY: /-e to
SITE SKETCH
COUNTY: r4 -
DATE:
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BORING NUMBER
AND PROFILE
DEPTH
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IO 13
�rI
ri
LBORING/SAMPLINGMETHOD:-,p SIGNATURE:

- Grower: ANDERSON FINISHING — STAN DRAUGHON Designed By: CHB
Address: 160 FARROW —WOOD LN Checked By: JES
WARSAW, NC 28398 Date: 02/25/98
County: DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: --------------------
0
Finishing: -------------------
2000 Hd.
Farrow toweanling:--------------------
0
Farrow to feeder. ---------------------
0
Farrow to finish: ----------------------
0
Boars: -------------------
0
Storage Period: ---------------------
180 Days
25 Yr. /24 Hr Storm Event -------------------
7.5 In.
"Heavy Rain° Factor Not Applicable
Rainfall in Excess of Evaporation ----------------------
7.0 In.
Additional Water Usage: -------=--------------
0
Additional Drainage Area --------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) -- — — — — — — — — —Y
Does Operator Want Emergency Spillway? (Y/N) — — — — — — — — — ---N
Is This Design for an Existing Farm? (Y/N) — — — — — — — — — —Y
Is Drain Tile Req'd to Lower S HWT? (Y/N) — — — — — — — — — ---N
Seasonal High Water Table Elev:-------------------- 93.00 Ft.
Freeboard: -----------------------
1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: ---------------------
3 :1 (H:V)
Press ALT--C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation: — — — — — — — — — — — — — — — — — — — 101.00 Ft.
Finished Bottom Elevation: ---------------------- 90.50 Ft.
Start Pump Elevation: — — — — — — — — — — — — — — — — — — — 99.20 Ft.
Stop Pump Elevation: --------------------- 96.50 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
42230 (Cu.Ft.)
50,338 (Cu.Ft.)
119.20%
Temporary =
148666 (Cu.Ft.)
156,524 (Cu.Ft.)
105.29%
Permanent =
270000 (Cu.Ft.)
276,714 (Cu.Ft.)
102.49%
Total Volume = T
460,896 (Cu.Ft.)
483,576 (Cu.Ft.)
104.92%
Min. Required Liner Thickness ---------------------
Lagoon Surface Area Inside TOD — -- — — — — — — — —
1.5 Ft.
67,568 S.F.
Murphy Family Farms Engineed7g P.O. Box 759, Rose Hill NC 28458 [phone]

L7I VYYCI. MIVLJCIlOV1Y 1 11ri1V1111YU - Q I rMN uflMVuriV1Y uwJ1� I ICU VY. lJr'lp
Address: 160 FARROW -WOOD LN Checked By: JES
WARSAW, NC 28398 Date: 02/25/98
Coun : DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE --AREA VOLUMES
Elevation (FT.)
90.50
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
Contour
Area SF
38,451
39,652
42,114
44,649
47,258
49,940
52,694
55,523
58,424
61,399
64,447
67,568
Incr. Vol. (Cu. FT
19,526
40,883
43,382
45,954
48,599
51,317
54,109
56,974
59,912
62,923
66,008
Cumul. Vol. (Cu.
19,526
60,409
103,790
149,744
198,343
249,660
303,768
360,742
420, 653
483,576
549,584
were calculated using the vertical average end area method.
END PUMP = _ _ _ > 96.50 FT 276,714 CF TR'MT 276,714 10249%
START PUMP = _ _ > 99.20 FT 433,238 CF TEMP 156,524 105.29%
MAX STORAGE _ _ > 100.00 FT 483,576 CF STORM 50,338 119.20%
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower. ANDERSON FINISHING — STAN DRAUGHON Designed By: CHB
Address: 160 FARROW —WOOD LN Checked By: JES
WARSAW, NC 28398 Date: 02/25/98
Countv: DUPLIN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type CapacitV ALW * cu.ft. Ib = Total
Nurse
0
30
1.00
0
Finishing
2,000
135
1.00
270,000
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
01
1,4171
1.001
0
Boars
01
4001
1.001
0
Total Required Treatment Volume (cu. ft.) = 270,000
Sludge Storage Volume:
Animal Type Capacity * A W * cu.ft. Ib = Total
Nursery
0
30
0.00
0
Finishing
2,000
135
0.00
0
Farrow to weanlin
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
01
1,4171
0.00
0
Boars
01
4001
0.0001
0
Total Required Sludge Storage Volume (cu. ft.) = 0
Temporary Storage Volume:
Manure Production:
Animal a ac to. Period * (gals/Hd./day)
Nursery
0
180
0.30
0
Finishing
2,000
180
1.37
493,200
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish 1
0
180
14.381
0
Boars
01
180
4.061
0
Total Manure Production (gals.) = 493,200
Total Manure Production (cu.ft.)= 65,936
Excess Fresh Water:
Animal Type Capaci* Sto. Period * als Hd. da = Tota
Nurse
0
180
0.20
0
Finishing
2,000
180
0.90
324,000
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
01
180
9.501
0
Boars
01
180
2.701
0
Total Fresh Water Excess (gals.) =
Total Fresh Water Excess (cu.ft.) =
324,000
43,316
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (91o) 289-2111

UI UMVI. I11'4UC:n UN FIIV1QFIIIVta — %3 i my unnu%anvly Lm.-mul Ivu uy. lrnd
Address: 160 FARROW —WOOD LN Checked By: JES
WARSAW, NC 28398 Date: 02/25/98
County: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation: .
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Voi.= (67568 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.).= 39,415
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol.= (67568 sq.ft + 0 sq.ft) * 7.5 in. /12 in./ft
Total Required Volumefor 25Yr.-24Hr. Storm Event (cu.ft)= 42,230
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (67568 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain') = 42,230 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 148,666 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 270,000 (CU.FT)
TOTAL REQ U I R E D VO LU M E = 460896 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: ANDEHSUN HN15HINU — 51AN UHAUUHUN Uesignea tiy: CHB
Address: 160 FARROW -WOOD LN Checked By: JES
WARSAW, NC 28398 Date: 02/25/98
Countv: DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation --------------------
Emergency Spillway Crest Elevation - -- - - - - - - - - - - - - - - - -- -
Top of 25 yr/24 hr Storm Storage -------------------
Top of "Heavy Rain" Storage --------------------
Start Pump Elevation -------------------
End Pump Elevation ---------------------
Top of Sludge Storage ---------------------
Seasonal High Watertable Elev. - - - - - - ; -- - - - - - -- - - - - -
Finished Bottom Elevation ---------------------
Inside Top Length --------------------
Inside Top Width -------------------
Side Slopes -----------------------
Lagoon Surface Area -----------------------
Min. Liner Thickness (K required) -------------------
Freeboard Depth -------------------
Temporary Storage Period --------------------
Zone Depths:
101.00 FT.
Not Applicable
100.00 FT.
Not Applicable
99.20 FT.
96.50 FT.
Not Applicable
93.00 FT.
90.50 FT.
Not Applicable
Not Applicable
3:1 H:V
67,568 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 483576 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth - - - - - -- - - - - -
Freeboard / Storm Storage Zone Depth - - - - - - - - - - -
oon
6.0 FT.
2.7 FT.
1.8 FT.
10.5 FT.
Murphy Family Farms Engineering A0. Box 759, Rose Hill NC 28458 [phone]

Address: 160 FARROW —WOOD LN
WARSAW, NC 28398
Countv: DUPLIN
Checked By:
Date:
of 7
JES
02/25/98
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359-- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan ��SH pR0(�'q
l
SEAL
DESIGNED: • 3973
a
DATE: oa z� "'•.,�,s � sliv
COMMENTS: The laaoon has been desianed as an irreaular share.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Murphy Family Farms Engineeri7g P.O. Box 759, Rose Hill NC 28458 [phone]

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I PUMP STATION CAPACITY / FLOW VELOCITY SUMMARY
PROJECT: ,4nlnr-i-son} 1STA►-j bP-r4u&tto-3
DATE:
DESIGNED BY: G
PUMP MODEL: MYEIZS V40H V
w
FORCE f4AIN —> 4°
611
MODE SIMPLEX
DUPLEX
SIMPLEX
DUPLEX
IMPELLER
SIZE
Q (GPM) ' TDH
Q (GPM) TDH
Q (GPM) TDH
Q (GPM) TDH
V FM V DP
V FM V DP
V FM V DP
V FM V DP
u
1 �
2
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COMMENTS:
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5+#P

LIFT STATION OUTPUT SUMMARY (Cont'd)
STATION OPERATING POINTS (Feet above respective Pump On elev)
1st ON 1st & 2nd ON 1st, 2nd & 3rd ON
Q (gpm)
408
742
0
(Cfs)
0.9
1.7
0.0
HD (ft)
10.80
14.36
0.00
V DP (ft/s)
10.3
9.3 / 9.3
0.0 / 0.0 / 0.0
V FM (ft/s)
4.5
8.2
0.0
INDIVIDUAL PUMP OPERATING POINTS (Total dynamic head)
PUMP ID 1st ON 1st & 2nd ON 1st, grid & 3rd ON
4WHV-65IMP 408 gpm 371
gpm
0
gpm
19.5 ft 21.6
ft
0.0
ft
4WHV-65IMP 371
gpm
0
gpm
------- 21.6
ft
0.0
ft
0
gpm
------- ------
0.0
ft

LIFT STATION OUTPUT SUMMARY (Cont'd)
MODIFIED PUMP CURVES (Reflects losses from pump to station header)
1st
2nd
3rd
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.63
40.00
36.63
0.00
0.00
100.00
31.86
100.00
31.86
0.00
0.00
125.00
30.78
125.00
30.78
0.00
.0.00
175.00
27.19
175.00
27.19
0.00
0.00
225.00
24.37
225.00
24.37
0.00
0.00
275.00
20.82
275.00
20.82
0.00
0.00
325.00
17.31
325.00
17.31
0.00
0.00
375.00
14.09
375.00
14.09
0.00
0.00
425.00
9.15
425.00
9.15
0.00
0.00
490.00
1.84
490.00
1.84
0.00
0.00
COMBINED MODIFIED PUMP CURVES
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.63
80.00
36.63
0.00
36.63
100.00
31.86
200.00
31.86
0.00
31.86
125.00
30.78
250.00
30.78
0.00
30.78
175.00
27.19
350.00
27.19
0.00
27.19
225.00
24.37
450.00
24.37
0.00
24.37
275.00
20.82
550.00
20.82
0.00
20.82
325.00
17.31
650.00
17.31
0.00
17.31
375.00
14.09
750.00
14.09
0.00
14.09
425.00
9.15
850.00
9.15
0.00
9.15
490.00
1.84
0.00
1.84
0.00
1.84
SYSTEM CURVES (Feet above respective Pump On elev)
1st ON 1st & 2nd ON 1st, 2nd & 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
0.00
8.56
0.00
7.56
0.00
0.00
94.44
8.70
94.44
7.70
0.00
0.00
188.89
9.08
188.89
8.08
0.00
0.00
283.33
9.68
283.33
8.68
0.00
0.00
377.78
10.48
377.78
9.48
0.00
0.00
472.22
11.47
472.22
10.47
0.00
0.00
566.67
12.66
566.67
11.66
0.00
0.00
661.11
14.03
661.11
13.03
0.00
0.00
755.56
15.58
755.56
14.58
0.00
0.00
850.00
17.32
850.00
16.32
0.00
0.00
* Static head based on free outfall, force main flowing full.

LIFT STATION OUTPUT SUMMARY (Line 500 )
FORCE MAIN
F.M. LENGTH (ft)
= 161
F.M. DIAMETER (in)
= 6.064
HAZEN-WILLIAMS C
= 140
OUTFALL INVERT ELEV
= 100.2
EXIT LOSS COEFF
= 1
OUTFALLS INTO LINE #
Outfall
NATURAL GROUND ELEV
= 96.5
DISCHARGE PIPING
DIAMETER (in) = 4.026
AVE PIPE LENGTH (ft) = 100
HAZEN WILLIAMS C = 140
WET WELL AREA (sf) = 72
PUMP FILE
4WHV-65IMP
4WHV-65IMP
PUMP DATA
1st PUMP ID = 4WHV-65IMP
PUMP ON ELEV = 92.15
PUMP OFF ELEV = 90.98
No FITTINGS = 0
LOSS COEFF = 0
2nd PUMP ID = 4WHV-65IMP
PUMP ON ELEV = 93.15
PUMP OFF ELEV = 90.98
No FITTINGS = 0
LOSS COEFF = 0
3rd PUMP ID
PUMP ON ELEV = 0
PUMP OFF ELEV = 0
No FITTINGS = 0
LOSS COEFF = 0
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.75
40.00
36.75
0.00
0.00
100.00
32.50
100.00
32.50
0.00
0.00
125.00
31.75
125.00
31.75
0.00
0.00
175.00
29.00
175.00
29.00
0.00
0.00
225.00
27.25
225.00
27.25
0.00
0.00
275.00
25.00
275.00
25.00
0.00
0.00
325.00
23.00
325.00
23.00
0.00
0.00
375.00
21.50
375.00
21.50
0.00
0.00
425.00
18.50
425.00
18.50
0.00
0.00
490.00
14.00
490.00
14.00
0.00
0.00

Ursuvvth: ANur-riou1V r1rg10r11N1'3 - 01Hry urimuunui-4 UrZOMNINCu DT: karo
ADDRESS: 160 FARROW —WOOD LN CHECKED BY: JES
WARSAW, NC 28398 DATE: 02/25/98
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall coriform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre --feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineerurg P.O. Box 759, Rose Hill NC 28458 [phone]

%ar1LJYYCn. 1AINUCno7.J114 1-IIV1Or11M2 — %JIr%ly VGv1VIVGLIP 0T. LriD
ADDRESS: 160 FARROW —WOOD LN CHECKED BY: JES
WARSAW, NC 28398 DATE: 02/25/98
COUNTY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfil led as specked to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure pr+er moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the Itner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10`6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineerlog P.O. Box 759, Rose Hill NC 26 456 [phone]

UnLJVV"n. /i1VfJCROVIV r 111410FUM-1 ` %7Ir%114 Vnr1VUr"11J" LlC%71V114GLJ Or. UnD
ADDRESS: 160 FARROW --WOOD LN CHECKED BY: JES
WARSAW, NC 28398 DATE: 02/25/98
COUNTY: DUPL€N SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are not removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (9101289-2111

GROWER: ANDERSON FINISHING -- STAN DRAUGHON DESIGNED BY: CHB
ADDRESS: 160 FARROW —WOOD LN CHECKED BY: JES
WARSAW, NC 28398 DATE: 02/25/98
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
200 LBS.'HULLED COMMON BERMUDA GRASS AT 100 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MULCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
Murphy Family Fanns Engineering A0. Box 759, Rose Hill NC 28458 [phone]

Ur %jVVCrl. ii114LJCr{%7LJ1M FIVAN7i11114la — %.71n1V Vr1?_%U%_1nv1N vl_a71t71NCV al. vnD
ADDRESS: 160 FARROW —WOOD LN CHECKED BY: JES
WARSAW, NC 28398 DATE: 02/25/98
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops or runoff to surface
waters.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.O. Box 759, Hose Hill NC 28458 (910) 289-27 > >

ADDRESS: 160 FARROW -WOOD LN
WARSAW, NC 28398
COUNTY: DUPLIN
CHECKED BY:
DATE:
SHEET
JES
2 OF
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 99.20 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 96,50. This temporary storage, less 25 year / 24 hour storm,
contains 156524 cubic feet or 1170798 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property or public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment
and Natural Resources, Division of Water Quality, has the responsiblilty for
enforcing this law.
02/25/98
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NO 28458 [phone]

t IIV 1•-... III VV_I 1VV1. 1 11\I VI ...I I V I I II. -%I XV II IV I. v -- - VI. VI IL-0
ADDRESS: 160 FARROW -WOOD LN CHECKED BY: JES
WARSAW, NC 28398 DATE: 02/25/98
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
stop irrigation pump
- close valves to eliminate further discharge
separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
-- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action*:
dig a small well or ditch to catch all seepage; put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily oluaaed with clav soil
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28456 [phone]

ADDRESS: 160 FARROW —WOOD LN CHECKED BY: JES
WARSAW, NC 28398 DATE: 02/25/98
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, name and exact location of facility, telephone number,
the details of incident from item 2 above, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910--296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910-395-3900
Murphy Family Farts Engineenng P.O. Box 759, Rose Hill NC 28458 [phone]

Source Chute , Bi'v1iPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater if)' Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
• Biological mixing; 12""'Cortect lagoon startup procedures;
• Agitation 0 Minimum surface area -to -volume ratio;
VMlnlmum agitation when pumping;
0 Mechanical aeration;
0 Proven biological additives
Irrigation sprinkler • High pressure agitation;. 2'Irrigete on dry days with little or no wind;
nozzles . Wind drift Cl Mlnlmum recommended operating pressure;
t9"'Pump Intake near lagoon liquid surface;
0 Pump From second -stage lagoon
Storage lank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading;
surface . Mixing while filling; 0 Tank covers;
• Agitation when amptying ❑ Basin surface mats of solids;
-
0
Proven biological additives or oxidants
Settling basin surface •
Partial microbial decomposition;
❑
Extend drahipipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
O
Remove settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
❑
Soil Injection ofslurry/sludges;
spreader outlets .
Volatile gas emissions
0
Wash residual manure from spreader after use;
0
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
0'
Soil Injection ofslurry/sludges
slurry or sludge on I<eld
drying
0
Soil Incorporation within 48 hrs.;
surfaces
0
Spread In thin unlform layers for rapid drying;
0
Proven biological additives or oxidants
Dead animals
Carcass decomposition
GK Proper disposition ofcarcasses
Dead animal disposal
Carcass decomposition
❑
Complete covering of carcasses In burial pits;
pits
©
Proper loco tion/constructionofdisposalpits
Incinerators
incomplete combustion
0
Secondary stack burners
AMOC - November 11, 1996, Page 4

Source Cause BMPs io MInlmIMOdor Site Specific Practices
Standing water around • Improper drainage; Orade and landscape such that water drains
facilities . Microbial decomposition of away from faciiltles
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
4
Additional Information : Avallable From:
Swine Manure Management; 0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAB Fact Sheet NCSU -BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAB 128.88 NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAB 129.88 NCSU-SAE
Lagoon Design and Management for Livestock Manure Treattent and Storage ; EBAB 103.83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment ; EBAS Fact Sheet NCSU - BAE
Controlling Odors from Swine Buildings ; PIN-33 NCSU -Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns In Animal Manure Management; Odors and Files; PROI07, I99S Conference Proceedings Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source _ _ _ _ Cause BWs to Control Insects Site Specific Practices
utters • Accumulation of solids
Z Flush system is designed aad operated
Buff elently to remove accumulated solids from
butters as designed.
&Y Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids 5K Maintain lagoons, settling basins and pits where
pest breeding Is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • -Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on Impoundment's perimeter, "
ers
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (c.g., 7. 10
day interval during summer, 15.30 day interval
during winter).
Feed Storage Accumulations of feed residues V Reduce moisture accumulation within and
around Immediate perimeter of feed storage
areas by Insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for breWees grain and similar high
molstt re grain products),
© Inspect far and remove or break up accumulated
solids in filter strips around feed storage as
needed,
AM1C - November 11, 1996, Page I

Source Cause I BMPs to Control Insects. Site Spec117c Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals Is
minimal,
0 Maintain feneo rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling Accumulations of animal wastes Cl Remove spillage on a routine basis (e.g., 7. 14
Systems day Interval during summer; 15.30 day interval
during winter) where manure Is loaded for' land
application or disposal,
,0 Provide for adequate drainage around manure
stockpiles,
0 Inspect for and remove or break up accumulated
wastes In lifter strips around stockpiles and
manure handling areas as needed,
For more information contact the Cooperative Extension Service, Department ofEntomology, Box 76I3, North Carolina State University,
Raleigh, NC, 27693.76(3,
AMIC • November 11, 1996, Page 2

Mortality Management Methods
{check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must beat least 300 feet from any flowing
stream or public body of water.
Ef" Rendering at a rendering plant licensed under G.S. 106-168.7
Sb s 1LAPZD .44- S rrE vtRu 1114 fit_ ,,Z,u eZ.Tj O J $Y 1
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal heath. ('Written approval of the State Veterinarian must be
attached)
December 18, 1996

.. IRRIGATION
DESIGN
CERTIFICATION
FOR
Stanley Draughon
July 23, 1997
RECEIVED
WATER QUALITY SECTION
FEB .1 9 2001
None -Discharge Permitting
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my knov��etle azd,}eltef.,
f.! -ten 1 A lis
M. Floyd Ada=Pf
License No. 17273
i
�L 0YD1146111110
.P���"`,
ORAUGNON-IRGATION,
RMATION DESIGN

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Stanley Draughon
Address: P.O. Box 645
Warsaw, NC 28398
Telephone: [phone]
TABLE 1 - Field Specifications (1)
County: Dunlin _
Date: 7 231 7
Field
Number (2)
Approximately
Maximum
Userible Size
of Field (3)
(acres)
Soil Type
Slope
M
]
Crop(s)
Maximum
Application
Rntc (4)
(in/fir)
Maximum
Application
per Irrigation
Cycle (4)
(inches)
Comments
1
5
GOA
0-2
Corn
.40
2.35
2
18
GOA
0-2
Corn
.40
2.35
3
15
GOA
0-2
Corn
.40
2,35
Table to be completed in its entirety y to ffie personnel and forwarded to the irrigation system designer,
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & G. Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE x - Traveling Irrigation Gun Settings
Make, Model and Type of EgNpnlen1:Reel Rain Model 1030 W965' Hose, P150 SR Gun iv/1.08" Ring, JD 4039D Engine, Berkeley B3JQBM Pump
Field No. (1)
and
Hydrant No (3)
Travel
Speed
(ft/min)
Application
R21e
(in/hr)
TRAVEL LANE
Effective Effective
Width (ft) Length (ft)
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
Nozzle Operatoring Operatoring
Diameter Pressure Pressure Arc
(inches) ® Gun (psi) @ Reel (psi) Pattern (3)
Wetted
Acres
1
2.79
.33
240
830
340
1.08
100
152
270'
4.57
2
2.79
.33
240
540•
340
1.08
100
152
270'
2.98
3
2.79
.33
240
600
340
1A
100
152
270'
3.31
4
3.30
.44
112
1080
320
.97
100
152
180'
2.78
5
2.79
.33
240
610
340
1.08
100
152
270'
3.36
6
2.79
.33
240
680
340
1.08
100
152
270'
3.75
7
2.79
.33 1
240
700
340
1.08
100
152
270'
3.86
Total 24.61
(1) see attached map provided by the Field Ginuc fur rfeid jo uuwim.
(2) Show separate entries for each hydrant location in each field.
(3) Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of are in degrees.

TABLE 3 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
235
Operating Pressure at Pump (psi)
168
Design Precipitation Rate (inlhr)
.33 & .44
Hose Length (feet)
965
Type of Speed Compensation
M4hanical
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
38.32
TABLE 6 - Thrust block Specifications (1)
Designer may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK AREA (sq. ft.)
6" Line
90' Bend
6.56
Dead End
4.64
Tee
4.64
45' Bend
3.56
Ground Entry
8.53
See USDA-MCS Fieldice Technical Guide, Section IV, PractiFe, Code -DD.
(2) It is recommended that ground entry blocking be approximately 25 % to 33 % more than
that required for 90' ells.

TABLE 5 - Travel Time Per Zone
ZONE
PULL LENGTH
HOURS
1
710
4.66
2
420
2.93
3
480
3.28
4
960
5.27
5
490
3.34
6
560
3.76
7
580
3.88
Length of Pull + 25
Traveler Speed
60

IRRIGATION SYSTEM DESIGNER
Name: M. Floyd Adams. _
Company: M. Floyd Adams P.E.
Address: P. 0, Box 10 8, Kenansville. NC 28349
Phone: �^ 910-296-1170
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, travel lanes, pipeline routes, 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-NRCS standard for Irrigation Water Conveyance. N.C. Field Office Technical Guide,
Section W, Practice Code 430-DD.
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 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters
per DEHNR-DEM Code Section I5A NCAC 213.0200 - Waste Not Discharged to Surface Waters.

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convenient to the designer/supplier. Include procedures such as start-
up, shut -down, winterization and regular maintenance of all equipment.
According to the data furnished by Murphy Farms and the Owner this is an o eration that contains 3 buildings with a capacity
of 2,000 feeder to finish animals. The annual plant available nitrogen (PAN) produced by this particular operation will be 4,600
o�inds.
zones from these hydrants -
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain the desired system^ pressure. Failure to allow the
entrapped air to escape -before increasing the motor speed may cause damage to -the -system.
Shut down procedures should be the reverse of start-up.-Theoperator should slowly decrease the motorspeed to idle and then
shut it down.
All regular and seasonal maintenance should be perforrned according to the manufacturer's recommendations. Pumps and
travelers should be drained prior to freezing temperatures

STANLEY DRAUGHON CALCULATIONS
PRECIPITATION RATE:
Precipitation Rate (PR) = 963 x Q x 360
3.14 (.9 x r)2 w
Q(Flow Rate) = 235 gpm
r (Radius) - 170 feet
For Arc of 270'
96.3 x 235 x 360
3.14 (170)z 270
PR = .33 iph
For Arc of 180 ° PR = .44 iph
S =
Traveler Speed
1.605 =
Constant
Q =
Gallons Per Minute
d =
Application depth
w —
Lane spacing
For Arc of 270°
TRAVELER SPEED:
(calculations)
Speed 1.605 x Q x 360
. d x w arc
S 1.605 x 235 x 360
.75"x 240 270
S = 2.79 ft/min
S = 3.30 ftImin
a

TOTAL DYNAMIC HEAD:
(calculations)
NOTE: To account for the Total Dynamic Head the friction loss in the mainline as well as the
traveler hose must be accounted for (see the below calculations)
FI = [.2083(100)1.a52( � 4 st 652 ash }(1 )].433
Fl
= Friction Loss
Q
= Gallons Per Minute
D
= Pipe Size
L
= Length of Line
c
= Pipe Coefficient
Mainline Calculations
6" Main
A 1.852
Fl = [.2083(i00)1.�z(235 )(2260)� 433
150 64.ss56 100
Traveler Hose Calculations:
[8.931.433
3.87 psi loss
F1 = [.2083(100 150)1.s52(2351.ssz)( 965 )j.433
34.$656 100
(11 L 041. 433
48.08 psi loss
TOTAL DYNAMIC HEAD FOR THE COMPLETE SYSTEM:
100 psi (spk pressure) + 48.08 psi (traveler hose loss) =
148.08 psi (traveler pressure)
148.08 x 2.31 —
342.06'
Mainline Loss —
8.93'
Elevation Within Field --
5'
Suction Lift =
8'
Fitting Loss —
5'
5 % Factor =
18.45'
Total Dynamic Head (TDH) =
387.44' 167.76 pd
Head at Pump =
379.44' 164.29si

BRAKE HORSEPOWER
(Calculations)
BHP - Brake Horse Power (hp)
Q = Flow (gpm)
TDH Total Dynamic Head (fr)
EFF = Efficiency of Pump
BHP = Q x TDH
3960 x EFF
BHP = 235 x 387.44
3960 x .60
BHP = 38.32 hp
0

CONCRETE THRUST BLOCKS:
(calculations)
Assumptions: 1) Thrust blocking design pressure is assumed to be 200 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
3) Refer to the attached Thrust Blocking sheet for multiplier.
For 6" PVC Pipe
90 deg elbow 49.2 x 200 — 9840/1500 = 6.56 sq ft
45 deg elbow 26.7 x 200 = 5340/1500 = 3.56 sq ft
Tee/Dead end 34.8 x 200 6960/1500 — 4.64 sq ft
Ground Entry 63.98x 200 = 12796/1500 = 8.53 sq ft

VELOCITY:
(calculations)
V Y Q x .408
D2
Q = Flow Rate (gpm)
V _ Velocity (ft/sec)
D _ Diameter Of Pipe (in)
For 6" Line
0
V - 235 x .408
62
V — 2.66 ft/sec

\\^~\
^y`\ : �\ � y
� [ �
)'), ; - ". ! Xw- �F-

Features and Benefits
Rugged one-piece cast-iron block
- (,voc•rous internal webbing proviclos Attu illy engine Structure.
• C t;WkShaft well -supported by five main bearing% '
Replaceable wet -type cylinder liners
• I 'r ovtde excellent heat dissipation
• (. h it 1 if ttgllly cast. pr eci5iOn maclur r,-11 h n Inne lilt°_
Three-ring tow -friction pistons
• t.,i%t of high grade aluminum alloy wilt; v ienstve internal ribbing.
• High -ring piston. low -friction ring desngtr increases fuel economy
and iinproves cold weather Starting.
Free -breathing cross -flow cylinder head
• Pi ovides unrestricted air flow for better operating efficiency.
• integral intake manifold eliminates gaskets.
• Loty heat rejection to coolant.
Contoured valves and valve seats
• Design reduces intake and exhaust restrictions for better
breathing.
• Valve rotators ensure constant cleaning of valve seat area for
longer life and cooler operation.
• Valve stems chrome plated for longiife.
• Replaceable valve seats -
Forged steel dynamically balanced crankshaft
• '"n:1structed of heat -treated high carbon steel for maximt:m
:,i; stnria -0S 1._,CW Lion hard(!n L%i !• . . z7:trf tt andv inC+eas-_cl
. ,f itfC.
Forged steel connecting rods
• •'• f+egree connecting rod'cap joint design allows use of larger
r :.tnkshaft connecting rod bearing for increased durability
t t;r-t system
:olai r:;;�ction ptitnp S. , .. ::!rtAl yovernor (2",
vn iven mechnncal heel suppl% pt: ni:
• Foot -type fuel fillets in 9.5 mm injector �. ri lecovely prevent n-_-
..i. • Itlugging.
Optional auxiliary drive
• Rated at 50 hp (35 k%M) intermittent.
• SAE A and B Flanges available.
General Specifications
Engine Model . .........................
4039D
NUmberofC:!r:v;:%-s
.. ....... . ..... c.
7-1-spiacen;-: a
3-9 L (239
E.?:Cand S:':i-
4 lain. 433in. (IOrSmm x 110n::r­
Aspitatiori
... naturally aspira::_c:
Engine Type - .
.............. In -line 4 stroke cycle•
Compression Ratio
.......... I ... 1 17.8 to 1
Length .... -
............ 33.2 in. (844 mm)
Width ...
...... I ....... 20.4 in. (519 mm)
Height ..... ..
............. . 32.2 in. (818 mm)
Weight (dry) .
.............. 929 lb. (422 kg)
2.
• � f 1
%�_��e""^-rr�^.4b Y,�i l� •r f7 � .'...s yic. yf;'•� .ti �-' �•� P I� -''y r.. � ^ �'j`7il ]'^�'�- 1. 1
,-� ys..,t;.rr-�:: •�-.•-;�- 1..,;;,- _..-,�=� _,-�,-.-,.-.:._.�^o -..,.� dOtiHGEERE .1.1
-'+R•-��rvr`id a.'-�.x�r,�.-�-r sr:.4= •-•7;•'.•- _ _•-„`_ _:�a.=�F_ -_7�:; �'n�w�'. 1
JOHN DEERE SARAN
B.P. 13
45401 Fleury Les Aubrais — Frartte
Tel: [phone]
Fax:[phone]
.. . •- A Yin •K-r

4 {LT
a
0!ER jj<l=-LF-Y P UM I-9 rb
V�vF 4117'
A7T;GE
n�
TYPE "'B" RATING CURVES gvr Mz
ENGINE DRIV .:
1 xG 3 Ywn . a r. ILNAL
�w.�. , w.....,+ [. ! , ..� Mr. L� ]Op 1 r-r ... ! _ 41 � ra.LL ... r... •r-..,
jR Lra. 7t/ !w i•OlL y,.-• -Y.•._r.-
fi.r.w.w
It
1-141
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C--l(7rY W Uli C At M"M PIR l OFJTB g 3 4l !.-] i Yi
c-7o4a ■..... T-,554 s ..w.r.. C-Trt4J+ °-We 10-77_it ° 3-W-7 -- h1OM -- - - - - M
r .- w.,..wr C.1. s.■ a�. 14 �,,7is f:.... w� 1L79� V W Rf,... �1.
a.e+a..: ■..rna C.l. •.�L N.. R21,S w...+. Na K-AR7�t Ot- 10-7: tS" FVLt _ +�••'^��•�
266
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to a
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Rainraeler
el
OX rY 6
;A6a ..j. : - _:­r
a
L-1
............

proved Design Provides Greater Operator Control
.ter control... more accurate application of both clean and
..rater. Simpler to operate...the smooth operation of the six
gearbox eliminates
ed for multiple belts
,:ileys while providing
3nge of operating
_. Within a high and
.-,ge there are three
for increased preci-
.nd accuracy in con -
application rates.
ng and controlling
:oplication rates have
ne crucial wastewater Six speed gearbox
cement fools when
,o adhere to ever increasing regulations. Each model is
:ble with the standard 5.5 HP Honda engine or the efficient
Pelton Wheel slurry
_ turbine. The Pelton
Wheel turbine is the
ideal drive system for
applying wastewater
or slurry from holding
4 areas such as tanks
a
and/or lagoons- The
Pelton Wheel turbine
! can be mechanically
h 4 compensated for
s=ccurate apo!ica:ions
cr equipped .:its the
!:, r _ optional Irrigation
Pellon Wheel slurry turbine Computer.
This improved design
_zzarts with the drive system- Other enhancements include:
y constant pressure automatic braking system which
•ases tension when the hose is being pulled out but reverts to
.r tension as the hose is being retrieved -
A positive action lock down. When engaged, this simple
Will lock the reel in place when shifting the gearbox to neutral,
-it as secure the reel for transport when desired.
A miswind sensor. Should a miswind irregularity ever occur,
this sensor will automatically disengage the drive, protecting the
Reel Rain from damage.
• Large selection of models. In an eflorl to offer customers
the proper system for their irrigation, needs. Reel Rain models are
available in 29 different hose size , drive platform configurations.
• Increased
speed range.
From -5 feet per
minute to 12.5
feet per minute,
you have the abil-
ity to control the
application rate.
With Reel Rain
Irrigation equip-
ment from
AMADAS
INDUSTRIES,
d you anyour
Peel receive ee1 Rain Model 1375
special attention from our fully equipped Service Department.
Each Service Technician is trained by the AMADAS staff engineer
who designed your Reel Rain. The t 000 Series offers only 5 of
bl d 1
S W`�
ND.ARD
�URES,
• 6 Speed Gearbox
P.T.Q. Rewind
Automatic Hose Retrieve
Stop
• Rugged Frame Design
• Turntable
• Reel Speed Compensator
• Safety Shielding
• Galvanized Fittings
• Galvanized Gun Cart
• Mechanical Hose Guide
• Three Year Warranty
• Miswind Sensor
w3an) dependa a mo e s
of Reel Rain Travelers. Ask
your Dealer to.show you
other models that might
meet your needs. Reel
Rain Travelers are avail-
c*cie in models which will
efficiently irrigate from 35 to
400 acres per week.
0 HOBBS
��'� Reef Rain
4 W rRRtGATIOH SYSTEMS
Model
;umber
Hose Length
Feet
Hose I.D.
Inches
Lane Spacing
Feet
No_ of Acres
Covered in
One Pull
Flow Rate
(G.P-M.)
One Pull, Applying i"
of Water (Hrs_)
Nelson Gun
and Pressure
Turbine Gas
Turbine Gas
1025
850
2.5
180
3.60
167 181
10.33 10.65
SR100180 PSI
1030
965
3-0
240
5.84
260 280
10.2 9.4
SR150180 PSf
1033
850
3.3
260
5.68
360 400
7.1 6.4
SR150/80 PSI
1325
1250
3.2
240
7.41
266 290
12.6 11.6
SR150/80 PSI.
1375
1100
3.6
280
7.78
382 418
9.2 8.4
SR150/80 PSI
�r.=.c.
Holland Rd. • P.O. Box 1g33 • SUHotr�- VA 23439-1833 l 5L i � �''� 1701 South Slawey 6W, • P.O. Box 3687 • AEbany, GA 31706
Phone [phone] • Fax [phone] • • • • • • •• Phone n912) 439-2217 - Fax [phone]
AMADAS lNOUS TMES' porrcy is one of cortrnuous improvement and we reserve the right to change specilicarians, design o, ones without incurring obligation.

- BIG GUN® PERFORMANCE TABLES U.S. UNITS
r
100 SERIES BIG GUNS -- 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
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100 R RING NOZZLES
100 DN DIFFUSER NOZZLES
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- _
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tires yi <c• �
-
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__ i 1'1e ommoler a mmw rS app" malety 3% less Im Lne 2l' lfaleaory angle. 6% kSS far 18'.
150 SERIES BIG GUNS --240 TRAJECTORY"
150 T TAPER BORE NOZZLES
z �
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150 R RING NOZZLES
Ring
P.G.I. GP.v.
DL:.
GP
Ring
DIA.
Ring
GPI.a
DIA.
Rt+g
GPI.!
01/.
Rug
• GPM
DIA
Rug
GP14
DlA
Rung
GPM DfA
02
300•
Z25
31F
275
335'
330
350• I
385
365'
E7 t10
2550•
tc3
2tlFY
-X11a..
12E
250'
16.5
300'
210
320'
S50
3_=`
315
360'
380
350' 1
cc5
- 395•
+320•
-
e25
&DT
SDO�
e15•
,-r+Fl1
101e3 ->�
1 Sy
235 3e0` 1 25•, 35_='•
355 380'
t20 1 157
3:5-
20-
335•
25e
360-
325
35.'
385
400'
e65
e2"
5e5
y a35'
Tha Ciamelen o1 lnro.r i5 2-rProxim2tely 3% less tot the 21• irajeaory 2nole.
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
lt�-7z1.�
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200 R RING NOZZLES
"The 6rarnelcn of avow is apprvxirnalely 2% less ICr dne 2,0' Lrajer:tory angw. 5% ksa for the 21' kajocuxy angle.
The BIG GVH' peftarmance dau has been obuined vnoer ideal Less concl6o s and mreely may be adssaffected by wind, poor hydraulia dner b c entrance Candm o^ ads
Nelson hrgnion Corporation makes na lepresenearian regarding drooW condition, uniformity. or application vale

`CNAVA
77
Ik
rw
FiQt -e t. <ample of different arraige-nents for thrust blocks.
r.

THRUSTSLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
-)locks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
.:aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
3 solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
) bend and type of soil- In most cases, the size and type of thrust block will be determined by
he engineer. Thrust block size may be calculated by the procedures shown:
E EP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
ne
Dead End
or Tee
900
Elbow
45"
Elbow
221� 'I
Elbow
2.94
4.16
2-25
1.15
4.56
6.45
3.50
1.78
131/211
6.65
9.40
5.10
2.60
9.80
13.9
7.51
3.82
.12.8.
18.1
9.81
4.99
16.2
23.0•
12.4
6:31
24.7
35.0
18-9
9.63
6
34.8
'49.2 -
26.7
13.6
8
59.0
83.5
45-2
23.0
10
91.5
130.0
70.0
35.8 ' -
12
129.0
.-182.0
98.5
50.3
T EP 2- Determine the bearing strength of the soil from the table below:
Soils and Safe Bearing Loads I Lbs: Sq. Ft.
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay- Can be spaded 2,000
Soft Clay 1,000
Muck 0
-EP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed:N. -.,
,artain Teed and Installation
;ode 40-22-16H
11n5
2-15

MANUFACTURER'S CERTIFICATION
GASKET -- JOINT
PR.2003 PRi 603 PIR125 and PRI 40 PVC PIPE
This is to certify that thoproductsherein roferradtoand n7anufacturadbyNOR7'a• AMEWC.ANP1PECORPORATION
meet or exceed< the requirements of the pertinent standards and rsgulatlnp ayenUes as jnc(k=tect
MATERIALS PVC materials used in PR200, PR160, P9125, and PR100 pipe. manufactured by
NORTH AMERICAN PIPE GORPORATION, comply with ASTM Standard 0-1784 and are approved by National
Sanitation Foundation for potable water use. Pipe is made from a virgin PVC compound vrith a cell classification of
12454--8; the established hydrostat design -basis (HOB) rating is 4,000 psi at 73.4q . (236Q_ The Standard
Thermoplastic Pipe Matorial Designation Code Is PVC 1120-
PIPE -- Phys-Kmi dimensions and tolerances of PR200, PRI60, PR125 and PR100 pipe, manufactured by -
NORTH AMERICAN PIPE CORPORATION. am within the requirements of ASTM Standard D-2241, Product
Standard PS22 TO and the National Sanitation Foundation Standard 14. Belled -End PR240, PR160, PR125, and
P8100 pipe made ierCasket Ants by NORTH AMERICAN PIPE CORPORATION. meets the above specifications
including ASTM D-3139, Vitae is the standard eokw with blue optional.
C2ASKETS AN Q LU B RI CANTS r Ga�.arid Lubricants are compatible with the plastic
material in NORTH AMESICAN PIPE CORPORATION pipe anti in resmbination vvith them will not advergetyr affect
the poh"a qualities of the water. Each gasket Is factory installed In bell -end pipe. Gaskets and joints meetaall
requirements for peftmiance as spedfied in ASTM D-3ZSO and F 477_ A11 NORTH AMERIGAN PIPE CORPORA-
TION caskets are factory installed and have a steel reinforcing ring. (Locised-b4
IFITTI NGS Gasketsdfitt[ngs, supplied by NORTH AMERICAN PIPE CORPORATION, meetthe require-
ments of ASTM Standards, l}3139. Said finings are approved by fhg National Saniia#ion Foundation for potable
water and have woridng pressures of 2W PSI at 73.49F unless othervAse rated
MARKING PR200. Pf-tlts"O, PR125, and PR100 pipe, are marked as prescribed In ASTM Standard
D•2241 La. nminal pipe size, type of plastic pipe material, pipe dimension ratio, pressure rating. ASTM specilikation
designation number, manufacturers name and cods, and the N Ional SarithFt Foundation seal for potable water.
INPLI- NT TESTING — PerASfM D-2241:
1. Pipe shall be homogeneous Uw-oughour and tree from vas b1e cracks, holes, foreign inclusions, and other aef�.s.
2. Walt Thickness, Outside Diameter, and Ovaiity - Once per hour. Method: ASTM D-2122.
3.. QUICK BURST - Every eight hour Method: ASTM D-159'3
4- FLATTENING - Every eight hours Method ASTM D-2241 6.5.
5. IMPACT- Every eight hours. Method -AS M D-24-44.
6. EXTRUSION QUALRY- Every eight fours. Method: ASTM 0-2152
T. SUSTAINED PRESSURE -Twice per year. Method ASTM D-1598.
P64P a

JFS CLASSES --- PVC GASKET PIPE
ASTM D-2241
(Quantity ftcured on 20 ti lenaths)
PR 100
SOR 41
ouftwe
wqY ght
pieces
sundaes
site
Uiarnmr
watt
Per rest
sundae
Ttvcidaad
pieces F OV18
2yi"
2875
.070
.402
186
12
232
�d,6dp
3"
WSW
cm
_OW
125
12
1 500
sp cco
4"
4.500
_109
1.000
76
12
912
i8.24.0
8"
6.625
25
12028
392
7.840
.161
2175
14
4014
8"
8.625
.210
3.861
24
41*24
21
4,840
18
2018
29
4 0M
15
2215
10"
10.750
.282
5 lw
12
12
1 14.4
2 Beo
12"
12.750
.510
8.144
8
8ao�8
98
1,9&a
4
204
6
Boo
s
z
__._. P€, 125
SOR32.
outside
V.-Qg,-d
piecm
sueulas
Truckload.
size
0amowr
-- Wall
Per FoO#
P.ea,."a
Tfittidcad
PSaCcs Footepe
2"
2375
.073
.348
2m
12
108
62,160
2W
2875
.088----
.506
186
12
44,6f.0
W.
&M6
.108
.757
125
1c
1,500
30.000
4"
4 �Cp
1 _138
- - 1.2 46
75
;S
912
18,24.-0
5"
6-E�s
28
12W23
p 392
7,840
Zia
2.720
14
Z4 j
B"
s.S 21-Z
.cos
- 4-514
24
4024
24-2
4.c40
id
2018
2E
4aw {
15
2q-:?15
10"
48 750
.334
7.225
12
12
144
2.91A
12"
i2.r.0 [
-IM
10.182
5 i
@b8
Fe
{ !
279d
.i
203
PR 160 iBOR
261
OvWde
watehr
swx Tlds
Trudubad
Sin
uQn eter
wan
Per Foot
Bundte
Tr1ffW'v--
placft Footage
1
Z74
203
24
4. 9
97.4445
t5~,a
.428
253
12
34108
62.1e0
2'h
2873
11a
A27
186
12
2=
44.640
_135
S 8
125
12
1.61p3
Som
4"
4-6m
_173)
i S4s
75
12
912
18.24C
6"
�625
25;
S 1 i
29
12028
392
7,.w
1{
4(514
$"
&6z
M2
6.731
2:
4,024
242
4.040
18
2rp18
20
492W
15
2015
10"
10.750
_e 13
8 SAt]
12
12
144
2.8'R1
12"
12.750
.420
1262i
8
646
38
I,1iB0
4
204
6
04"
9
24R3
Page 4 TAa mcm tu6lsr at o OA* to Class 375 w=opr lbr Waff ThClm� and weW= Yet Fri
2

LARGE DIAMETER IRON -PIPE STANDARD 0. D. PVC PIPE
O NAPCO is expanding Its line of 1PS OLD PVC pipes
to 14". 16". & 18'.
0 NAPCO PVC Pressure Pipes with pressure rating of
200 PSI (SDR 211160 PSI (SDR 26).125 PSI (SOR
32.5) and 100 PSI {SDR 41i.
e Backed tYY NAACO experlence in large diameter
PVC supply lines, force mains, nrigation systems.
0 The deep bells of ths3 NAPCOpipe joint with lodoedi
in gaskets provide unmatched performance, proren
in years of large diameter pipe seraim
a N_S.F. listed compound and pipe for potable water
application; i PS CLASSES - PVC GASKET PIPE
ASTM D-2241
(Quantity figured on 20 M lengths)
I.P.S. G.D. PVC PIPE
SDR 21
Size
Ottide
Diameter
Wall
Weight
Per Foot
Feet Per
&mdle
Feet Per
Truckoad
14"
14,OD0
.667
118.770
1120'
1,440'
16"
16.000
.762
24.036
120', 80', 60', & 40'
1,20o.
18''
18.000
..7
31.424
120', 80', fi0'. & 40'
1,000'
SDP 25
Size
©uts�de
Diameter
Waft
Weight
Per Foot
Feat Per
Bundle
Feet Per
Truckoad
' t4"
14.OW
_rm
15.315
120'
1,440'
16"
i6.000
.615
20.248
120', 80', 60'. P. 40'
1,000'
4..
18-ow
.693
25.f-31
i20', $0'.- '. & �.^'
1,000'
SDP 32.5
Size
Outside
Diameter
Wall
Weight
Per Foot
Feet Per
sandile
F6et Per
Truckload
14 "
14.0Q0
.431
12.344
120'
1,440'
16"
16.000
.492
18.335
1201, 80', 601, & 40'
1.000'
18"
18.000
.554
1 20.6ra2
120', W', 60', & 4.0'
1,000'
SDP 41
i Size
Outside
Enarr,eter
wall
Weight
Per Foot
Feat Per
Bundle
Feet Per
Truckload
14"
14.000
.341
9.857
120,
1,440'
16"
16.000
.390
13.038
1 ZD', 60'. 60', 8 40'
1.0m,
18"
18.000
.439
16-610
120% 80', 60', x 40'
1,00U'
paw a

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 wear 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 while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear 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 the 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 flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, 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 con -miners 25 feet apart along the transect one both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

IRRIGATIO.'
STANLEY D
SCALE: 1"
A
-
C" BUFFER AREAI I
O
BUFFER AREA
NOTES:,
1) THRUST KDOWG NiALL BF -
ENDS AND Mat SPECIAL FnTUprepared by:
2) mA'NLu4F PIPE AND LATmU`LCertified by:
SKALL BE BURIED To HAVE AT L Date:
s s
12273
Mark Pope
M. Floyd Adams P.E.
-7.f-z3l-n

IRRIGATION ICES:-GN
STA.Nr�EY DR.A TJGIION
S"t.it 1' - W'
0
b PU141r wCATION
V. 1 Ve. 1,Ik1II 1.1"
•I•Iruusr nLnrulrlu
M,<,
j ;r
IN
ul
�...`�,-�--�_.ti„ljw 7'"r•63:N ��—It� ..n �•�� zS 1i113 j n`
' � � 1�•hf:Illi7lp
po",rd joy, 1AuM Tnpt
I:tlrlri/d Irv: M. Ocryd Adam
rFly1/1YVVIONgWL�1f6 p,ra: "jrTs[f1
I�IY µOTM�1N MV 4�7AN =M r, tW r% 1101,11 I1,OP
4 M.YrIMS arm ��p N I�.C�
nl�t► .� .t. w n 1f arll n Ivar
1
,1

FROM : Draughon Realty & PppraiSal
MAY-19-35 08 :33 Am
M---Y. 19. 19S9 ie; 02AM P 2
PHONE -NO. : 510 ;93 7857
3f���
Aninnnl Waste Storage 7-lonu and Lagoon Closure Report k'or�,�
f ?lave '%pc at, print 311 infOrmlUtiyti that 40e$ 11oc rcqufr. � sign:ttl ral
-NarnC CC "Fury:_ r-E78}CL �p
�.:1itc}• �O:�L.• aG.L,�
OWrtCO5) "'afne: DP-ApANga
y[aiiir �ddrt ss /A4.1LU ZAAAC Phone wo: r.
LJ�Its.�w count':
inn i tinn f ai i o mat 0-
rn P!ersa C.1C ;his Gas of rd�- �1i1 L'r ca liirrizii an ti is loran at7e; lagoon :rostra. It CUM Ivill s:iA tr aairtufs on the sita
afree E:ooa etosure. pi.a:a proVi� tFe 191Iv-irsr ;n:atrz:riun an the ani:aais ;hat «iill re tteit.
OoecsriQn DeacriQhars- .
T��e of S,vr,u No_ aj,;arinwtt Apr of Poudrrr Mo. o%dulrncts nwrtycar:ts Xa. DIAnimalr
Vmin to F_.'•�- _ ! ay=r 5 Dairy
ro Finish ieve rF
w � spw tQ Fvadtlr � '
•� i%�:o�c't0 1=11:isi �, Orf��r1 �F±O/L:►sl:oc�' :4irursrrC�.�t��,�4�s�
Will the far- cna-incain a num.0 e. el animals Srence, r;Zan the 2H .021; 0vesheld'? ices 7� No=
W;11 ct'17.er IrsoonS hd in 0;CMG9n »: this far.-s ai:t; Ch15 one closes? Yes er No C:
Haw :ra-- insocns aro ie i u.e en r.�:s
r
0--"-mjt_ DEA.W hJw„N@(`f. .__ or the V aver QttaliEV Sec: cr.'s acafi is the Divisior.
Regional rJFs:ca free mrp on back)
was rar..Zc. on F !d: r_) Eor rtct;::ce:ior. of the pea ding c,osure a his vo d or lagoon.
''_`his noci[icQC4:on tvcs at lesr'_= ;lour Pdar co Far, ;car; oeclosure which beg;r, On
I ter;:•f cat. the above irfarrnatirfl is covet: and cot: niece. I ha•;c follo�ve_ zciosu plan w;zic;t rte=ts
..'? `+ RCS Sce— S1CSEiors arse C 4EC: n- 1 realize -chat I will be subjtct :o en_'omen,= _vice pe: �ttiela 21
CC "tie Nartft Ca:; Un-i Gene;:: Statuses if : tai: to propc.i-y --lose out the Earooa•
tiarne cf Land ptY ^ (F ease
KI�sI'1At7�i C:�
pate: S/_J
i rte aci_iry has follewcd ;, closve plan wu ici mra;s all roquErtrurn:s s_:.'cnh in c, e `RCS Technical
Guide Sczndzrd 99S- The Following items were Cor..pier... by the owner and verizied by tna- :dl wmta
I
iquids and sludizes ir=ve hety rainaYsd =d lwid applied = a_-onorrsic rate.:11 input picas have bean
removed. all slopes have beast si.;bilized &,s ac_essa:y, r.•sd vesrtatien estzblisl ra sa ail disturbed areas.
N;3.me of Te.-hra[cal 5pecialf5t U1CQFe'�:1nc};
S:�RCL�' �a iC: '
tLur tY1:Yltt7 1� anvs 77-M inn CIMP att0,'1 Or ansZttlt "v;ater 3t077V pond ur cagoon CtCSure LO:
N. C. Dlvisian Of'Water QueliLy. Water Quails; Se_don
Cotmt7liance GroQp
P.O. Box :p33s
Raleigh. `IC 376215-r)535
?1-C - I M- .. 1996

--
f ' A f
�r;;J V t
REGISTRATION FORM FOR ANIMAL FEEDLOT NSA ONS
Department of Environment, Health and Natural Res arde
Division of Environmental Management, _ - �'on al a"
Water Quality Section �• �`�
If the animal waste management system for your feedlot operation is
designed to serve more than or equal to 100 head of cattle, 75
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served by
a liquid waste system, then this form must be filled out and mailed
by December 31, 1993 pursuant to 15A NCAC 2H. 0217 (c) in order to be
deemed permitted by DEM. Please print clearly.
Farm Name • 4.e 6 ArAz &A -
Mailing Address:
County:
Owner (s) Name: _
Manager (s) Name: W
Lessee Name:
Farr Location (Be as specific as possible: road names, direction,
miienost, etc ) : lw.1le j:In 11 rsZ 4.LSGiu/ �yt 20f-e
Lat=_ude/Loncioude if known: SQ4 xf�
Design capacity of animal waste management system (Number and type
cf confined animal (s)): S _
Average animal population on the farm (Number and type of animal (s)
raised): 6-e,g�
Year Production Began :_/jQ7 ASCS Tract No.
Type of Waste Management System. used:
Acres Available for Land Application of Waste: /G1?,,4x'117
Omer (s) Signature(s)t`'Y���
ATE.
J l -3%

M• U" R P H" Y"
FAMILY FARMS
September 11, 1998
Department of Environment and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P. O. Box 29535
Raleigh, NC 27626-0535
RE: Anderson Finishing
Duplin County, NC
Dear lMs. Sonya Avant:
RECEIVED
tier' � :} ►}>�
f EC
Erf.
Enclosed is the certification form -for the above referenced swine farm. The certification is for a
new lagoon constructed to bring the existing facility into compliance. This facility ## 31-396 is
an existing farm which has been in operation for several years and has not expanded in
capacity.
if you have any questions regarding this certification, please call me at [phone] ext.
4529 ?.
Sincerely, ��
&4'1 c_ r=/L��sz.
Dave Elkin, FE
Engineering Manager
cc: Stan Draughon
Toni Ding, \-turphy Family Farms L\\1 Department
Post Off -lee Box 759, Rose Hill, North Carolina 28458. [phone], FAX (910) 2&9-6400

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
`'Existing or. New - :.. ' or > Expanded (please circle one . <.... .
General Information:
Name of Farm: Anderson Finishing Farm FacilityNo: 31--396
Owner's Name: Stan Draughon Phone No: 910-293- 4673
Mailing Address: I 6o Farrow - Wood Lane Warsaw, NC 28399
Latitude and Longitude: 35' 0' 53" / 78' 2' 32" County: Duplin
Please attach a copy of a county road map with location identified and describe below ($d
directions, milepost, etc.): Take US 117N to Warsaw Q stop lights turn right onto NC'2Y
of Warsaw to farm entrance on left.
Operation Description:
Type of Swine No. of Animals
❑ Wean to Feeder
® Feeder to Finish 2000 hd
❑ Farrow to Wean (# sou')
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm:
Tvpe of Poultry No. of Animals
❑ Layer
❑ Non -Layer
❑ Turkey
No. of Animals:
r..1
Tvoe of Cattle No. of Animals
❑ Dairy
❑ Beef
Expanding Operatton Only
Previous Design Capacity Closed Addit�onsll7esJgrr "Capscify
.Total Des{gn'Capacjfy S+1•$ CF
Lxisting and Expandti?g Operation Only
:.Regtstratlon Dafe (bate on"which farm applied for. registration)
Acreage Available for Application: ZA•fel Required Acreage: ?A -LIr I
Number of Lagoons/Storage Ponds: I Total Capacity: g63 $dECubic Feet W)
—Are subsurface drains present on the farm: YES or (please circle one)
Owner /Manager Agreement
- -,UN
Ice 'r; f
I (we) verify that all the above information is correct and will be updated upon changing. I (vve) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and
will implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification must
be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A
change in land ownership requires written notification to DEM or a new certification (if the approved plan is changed)
within 60 days of a title transfer.
Name of Land er: tan rau
Signature: Date:
Name of Manager (if different fikfu owner):
Signature: Date:
AWC -- April 24, 1996

Technical Specialist Certification
I As a technical specialist designated by North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has an
animal waste management plan that meets or exceeds standards and specifications of the Division of
Environmental ,Management (DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources
Conservation Service (MRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements are included in the plan as
applicable. While each category designates a technical specialist who may sign each certification (SD, Sl, WUP,
RC,1), the technical specialist should only certify parts for which they are technically competent.
II. Certifica tion of Desi
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
X
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited to collection systems, lagoons and
ponds, have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): iameS►£f3Dt;�'E_
Affiliation: Murphy Family Farms —�;'•. / j.
Address (Agency), P. O. Box Z5.9 Rose Ijill, NC 84 - (J 0)289-6439, ey
Signature: E �bate�' , _l l _ : 9 — 02- —
• z
B) Land A plicalion Site (� P) '' 9 73
The plan provides for minimum separations (buffersF�� ft e jam�o k' r,d for waste utilization- chosen
crop is suitable for Waste management; hydraulic and nle tt Itnidir+sr'
Name of Technical pecialist (Please Print):%; Via
Affiliation: &Y' e-ef%,1rr- i 5
Address (Age ) : C3 x-1.54 K H,1 ! Phone No.: 116 a$9 P t 1 t
Signature: Date:
C) Runoff"Controls from Exterior Lots
Check the appropriate box
x Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC) `�t,,,,,,,l�lf�
Methods to minimize the run off of pollutants from lounging and heavy+ >ev'15e�n designed in
accordance with technical standards developed by MRCS.
++� FE5 p
Name of Technical Specialist (Please Print): Kevin Weston - It
Affiliation: Murphy Family Farms ��;
Address (Agee y): P.O. Box 759 Rose Hill, NC 28458 Phone No.: r(9 2 - 439 �'xt.if629
Signature: a l~ -v..r tdesv;'f Date: 4 ,l. , ,
�.INC,
AWC -- April 24, 1996

Technical Specialist Certification
I As a technical specialist designated by North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has an
animal waste management plan that meets or exceeds standards and specifications of the Division of
Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources
Conservation Service (MRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and I SA NCAC 6F .0001-.0005. The following elements are included in the plan as
applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP,
RC,1), the technical specialist should only certify parts for which they are technically competent.
II. Certifzca tron of Design
A) Collection Storage, Treatment System
Check the appropriate box
❑ Existing facility_ without retrofit (SD or VAR)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
ON
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited to collection systems, lagoons and
ponds, have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): dam_ esa
Affiliation: Mu by Family Farms -••""••. �j.
Address (Agenc)- P. O. Box 5 Rose ill. NC a84 (,10)289-6439, ext. 4
Signature: : Date.f 1 l : 9 — O.Z — !.
$) Land Application Site (Ap) a .973 '
The plan provides for minimum separations (buffers ��� •.t}iifteyam�oth=rtd for waste utilization; chosen
ft
crop is suitable for waste management; hydraulic and nv_ 0 Ipa_.iri- J$ft +++`
Name of Technical pecialist (Please Print):
Affiliation: ,,r m+"�_ rr•1 -5
Address (Age ): t3 �75'3 K H,Il Phone No.: 116 ass9 �� 1
Signature: Date: S -.19 - !1 1 _
C) Runoff'Controls from Exterior Lots
Check the appropriate bro_v
t Facility without exterior lots (SD or \VLF or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)„i�iuFrrrr,,
Methods to minimize the run off of pollutants from lounging and heavy��a3Z�v�i5�,;n designed in
accordance with technical standards developed by MRCS. S
Name of Technical Specialist (Please Print): Kevin Weston Q
Affiliation: Murphy Family Farms - ` E_•
Address (Agee y}: P.O, e�x 759 Rose Hill NC 2S458 Phone No.: = 9 2 - 39_'xt.J1699
Signature: Fop- Kfiwa Ldes7mf Date: Q M 4
._
ANVC -- April 24, 1996

D) Application and Handling Equipment
Cheyk the appropriate box
v(� Existing or expanding facility with existing waste application equipment (WUP or I)
Animal waste application- equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to
accommodate the waste management plan:
(existing application equipment can cover the area required by the plan at rates not to exceed either
the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are
contained as part of the plan).
❑ New, expanded, or existingfacility without existing waste application equipment for
srpay irrigation (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary
to accommodate the waste management plan; (proposed application equipment can cover the area
required by the plan at rates not to exceed either the specified hydraulic or nutrient Ioading rates; a
schedule for timing of applications has been established; required buffers can be maintained; calibration
and adjustment guidance are contained as part of the plan).
❑ New, expanded, or existing facilitv without existing waste application equipment for
land spreadinS not using spray irri ation. (VNUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necesary to
accommodate the waste management plan; (proposed a plication equipment can cover the area
required by the plan at rates not to exceed eid hydraulic or nutrient loading rates; a
schedule for timing of appliactions has b�aiifa� q°ip-ed buffers can be maintained;
calibration and adjustment guidance a+a:EaQ)talni#7a'e plan).
Name of Technical Specialist (Please Print): a�dxns P
Affiliation: 132 Routled a Rd
n
Address (Agency): Ke ansville NC 283 Phone o.: 91(_ 29d--1170
Signature: i'%
E) Odor Control, Insect Control, Mortalit' l erA Emergency Action_ Plan (SD,
SI. VVUP. RC or I)
The waste management plan for this facility includes a Waste .'Management Odor Control Checklist, an
Insect Control Checklist, a .Mortality .Management Checklist and an Emergency action Plan. Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
.Minimize Odors and Best .Management Practices to Control Insects have been selected and included in
the waste management plan. Both the .\lorta]ity ,Management Plan and,F aVgg -Ht j)Ft on Plan are
complete and can be implemented by this facility. ���H CAR
Name of Technical Specialist (Please Print): Kevin Weston + aESSlp� �'
Affiliation: I%IuMhy Family Farms Q �'
Address (Agenc - : P . Box 759 Rose Hill NC 28458 Phone No= 9I )28-6raw, exi 4629
Signature: ti w Wesrd-r Date: g 7 °z.
F) Written Notice of New or Expanding Swine Farm '�,,��+�� �•`�.�`
The following signature block is only to be used for new or expanding s%ryF, it t begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it constructed
or last expanded . I (we) certify that I (we) have attempted to contact by
certified mail all adjoining property owners and all property owners who own property located across a
public road, street, or highway from this new or expanding swine farm. The notice was in compliance
%%7th the requirements of NCGS 106-805. A copy of the notice and a list of the properly owners notified
is attached.
Name of Land vne : SC r u ri /}
Signature: Date:
qJ11
Name of Avlanager (if differ fro caner):
Signature: Date:
AWC -- April 2... 1996

III. CertlfrCR tlon of Instdlld tlon
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but no limited to lagoons and
in accordance with the approved plan to meet or exceed the minimum standards and
For existing facilities without refroh"ts, no certification is necessary.
Name of Technical Specialist (Please Print): T., Neal Tucker_
Affiliation: MurphY Family Farms _
Address (Agen P. O. Box 759 se Hill NC 28458 Phone
Signature: , � T Date:
for Ne" / /ve.&r
B) Land Application Site (WUP)
Check the appropriate box
The cropping system is in the place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by (month/day/year); the
proposed cover crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): . ,M. W6rr -1
Affiliation: . l% F. vt Fe,-&V rox-s
Address (Agency) : Ffj6. 709. �,� rE ,« e try 8 Phone No.: 11o) 2V? -e. y! 9 der. f'*" 2-
Signature: "W. ..� �a.�o _ Date: /,IfP
This following signature block is only to be used when the box for conditional approval in IIl. B above has been
checked.
I (we) certify that I (we) have committed to established the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 13 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DENT.
Name of Land Owner: Stan DrauQhon
Signature:
Name of Manager (if different from owiier):
Signature:
ANC -- April 24. 1996 4
Date:
Date:

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
For facilities without exterior lots, no cet7iricaticn is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature:
Date:
D) Application and Handling Equipment Installation (V,7UP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed
but the owner has proposed leasing or third party application and has provided a signed
contract', equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
[� Conditional approval: Animal waste application and handling equipment specified in the plan
has been purchased and will be on site and installed by ,go/711 (month/day/year); there is
adequate storage to hold the waste until the equipment is installed and until the waste can be
land applied in accordance with the cropping system contained in the plan; and calibration and
adjustment guidance rovided to the owners and are contained as part of the plan. .
.J ..i--,.., t... � 3e !a o.s T[- -+/she
Name of Technical Spa r- _ ass k gibe-
.,.
Affiliation: -r 5 ose 4-l'� t t NC a V -1 8
Address (A e r Phone',No.: _ - -
Signature: 1 - :: Date: :4 011 t 01 "t T
The following ignature to a used when the box for conditional approval in III D above has been
checked.
I (we) certify that I (we) have comr�i'itsea,"to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DL%l a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this certification is a violation of the waste management plan and will sub}ect
me (us) to an enforcement action from DV%L.
Name of Land vrter: Stan rau y
Signature : Date: P
Name of Manager (if different from & er):
Signature: Date:
AWC -- April 24, 1996

E) Odor Control -Insect Control and Mortality Management (SD, SI, WUP, RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are
operational. The mortality management system as specified in the Plan has also been installed
and is operation.
Name of Technical Specialist (Please Print): J. Neal Tucker, PE
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill NC 28458 Phone No: [phone], EXT_ 4717
Signature: * i✓-.... T...c&c. - Date: I-Af�ik
Please return the completed form to the Division of Environmental Management at the following address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC -- April 24, 1996 6

I

PRODUCER:
LOCATION:
TELEPHONE.
TYPE OPERATION:
NUMBER OF ANIMALS
(Design Capacity)
WASTE UTILIZATION PLAN
Turner Farms - Sow and Finisher
160 Farrowwood Lane
Warsaw, NC 28398
(910) 293 48-91
3000 Feeder - Finish ; 1200 Farra.v - Feeder; 3750 Farrow - Wean
7950
The waste from your animal facility must be land applied at a specified, rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the.fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle_ Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown_
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities_ Normally waste shall not be applied to land
eroding at. greater than 5 tons per acre per year_ With special precautions, waste may be
applied to land eroding at up to 10 torts per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Mind 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
Crowing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the aninnai waste is based an typical nutrient content for
this type of facility Acreage requirements should be based on the waste analysis report from
your waste management facility. ,.ttached you will find information on prcper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out. meets the requirements for compliance v/,$th 15-A NCAC
2H.0217 adopted by the Environmental Manacemerit Corn.rri=sicr=.
Pace .I
M00202120395

WASTE UTILIZATION PLAN
��Q�t3L�L�Ste Procured Per Y_ear�g (fans. f „-,lr,�r1s. etc.)
7,950 animals X _41 (tons) wastelanimatlyear = 37,350 (tons) wastelyear.
Amount of Plant Assailable Nitrogen (PAN) Produced Per Year
7,950 animals X 4A lbs. PAN/animallyear = 34,950 lbs. PAN/'year. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field' Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvlae Per Acre Utilized Application
T1701
1 1
JAuB
Bermuda(G)
235
4-301
1010.5
April -Sept.
T1701
1
Au6
Matua(G)
141
4.301
606.3jSeoi.
- March
T1701
2
NoA
Bermuda(G)
2601
1.00
260JApril
- Sept.
lT1701
2
NoA
Matua(G)
156
1.001
156
Sept. - March
T1816
4
NoA
Bermuda(G)
260
11. 541
3000.4
April - Sept.
1T1816
4
JNcA
Matua(G)
156
11-54L
1800.24
Sept. - March
T71605
8
1AuB
Bermuda(H)
275
12.261
3371.5
Acd - Sept.
T71605
8
AuB
Matua(H)
165
12.261
2022.9
Sept. - March
f o
f
'see page 10 for crop rotation
0
I
i
0
I
0
Total 1 29.101 12.227.84
`This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must by b_as.ed on-re..ati.ViC y1e1dex,2ectatio,
NOTE_ The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
M00202120396

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre' Utilized Application
I
I
I
I
Total -
See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1
29.10
12,228
Table 2
90.08
23,434
Total
119.18
35,662
Amount of N Produced
34,950
Surplus or Deficit
712)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent .over
application of nutrient or other elements.
Vase 3 M00202120397

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water. .
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (in.)
1,8
1 Au8
16ermuda
0.6
.5-1
2,4
NoA
113ermuda
0.5
.5-1
3,06
E GoA
Row Crops
0.5
.5-1
5.9
NoA.B
Row Crops
0.5
.5-1
7
1 AuB
lRow Crops
j 0.5
.5-1
i HIS TABLE i5 NOT NEEDED tF WASTE IS NOT BEING APPLtEO BY IRRIG-.TiON. HOWEVER A $it.,fl LA R TABLE
WILL 3c NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for !M days of temporary storage and the temporary storage must
be removed on the average of once' every 0 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *seelagoon design.
Call the local !Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted' acres for the sow farm and effective wetted acres for finisher. Grower
should follow the two year rotation as shown, but should roughly half the acres grown of each
soybeans and corn each year. This will allow for crop drying times, ie. Soybeans can be irrigated
on :+Ehie corn is being harvested_ _ _
Any, of the crop land that is not destined for .vheat may be overseeded in a small grain cover crop.
This crop may be grazed, and irrigated on at the rates shown
Page 4
M00202120398

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
._an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation.
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yie!ds based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than a tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application_ Waste
should not be applied when there is danger of drift from the irrigation field.
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 filled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "'leather 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 vraters and in a rne."od which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
E Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
J
Page S
M00202120399

HASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively crowing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. VNaste 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 0 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters, (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
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 -nay be applied, to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runof€ 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.
Page o
y00202120400

WASTE UTILIZATION PLAN
REQUIRED SPECIF-ICATIONS
(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 e€iminate 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 consui-nption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications 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 Taste 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
element- Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets Nerih Carolina regulations.
Page 7
M00202120401

WASTE UTILIZATION PLAN
MAV I i1 am -
Name of Farm: Turner Farms
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. t (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. l (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}
Jeff Turner
Signature: Date:
Name of Manager (If different from owner): Kyndall Huffman
Signature: Date: .
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): R.O. Box 759 ,
Signature
M00202120402

0
WASTE :UTILIZATION PLAN ,
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
T1701
3
GoA
Corn
j 1401
21.8
3054.8
March - August
T1701
3
GoA
Wheat
144
21.8
3139.2
Sept. - April
T1701
3
GoA
Soybeans
150
21.8
3270
June - Sept.+
T1816
5
NoA
Corn
120
6.3
751.2
March - August
T1816
5
NoA
Wheat
144
6.3
901.44
Sept. - April
T1816
5
NoA
So beans
150
6.3
945
June - Sept.+
T1819
6
GoA
Corn
140
6.4
896
March - August
T1819
6
GoA
Wheat
144
6A
921.6
Sept. - April
T1819
6
GoA
So beans
150
6.4
960
June - Sept.+
T71605
7
AuB
Corn
80
26.3
2101.6
March - August
T71605
7
jAuB
heat
Roybeans,
96
26.3
2524.8
Sept. - April
T71605 -
7
jAuB
1001
26.3
2630
June - Sept.+
T71604
9
JNce
Corn
1 120
29.3
3519.6
March - August
T7 1604
9
jNoB
Wheat
1 144
29,31
4219.2
Sept. - April
T71604
9
jNoB
So beans
i 1501
29.31
4399.5
June - Sept.+
T1819
Fin
jGoA
Corn
140
6.8
. 954.8
March - August
T1819
Fin1
GoA
Wheat
144
6.8
982.08
Sept. - April
T1819
Fin1
GoA
Soybeans
150
6.8
1023
June - Sept.+
T1819
Fin2
GoA
Corn
140
17.4
2437.4
March - August
21819
Fin2
jGoA ]Wheat
1 1441
17.4
2507.04
Sept. - April
T1819
Fin2
GoA
So beans i
150
17.4
2611.5
June - Sept.+
T1819
Fin3
GoA
Corn
140
4.9
683.2
March - August
T1819
Fin3
GoA
Wheat
144
4.9
702.72
Sept. - April
T1819
Fin3
GoA
Soybeansl
150
4.9
732
June - Sept.+
f
OPTIONAL
Any
Any
NA
Small Grail
50
Sept_ - April
Cover
i
i
I
�
i
i
46,868
*hvo years
TOTAL 90.1
23,434 per year PAN
Page 10
Mp02(}212p403

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tiI ettable Acres Determination Certification
Name of Facility: �y����r rt+��-.� �� � Fu111CV NL I1bel- 5-7
Owners) !ti_1:?e: { r t r Far . S LLCI Phone No: 3 Lib ! I
vlailina Address: �. __c � �`t i� R,Sr
By signing this four_, the facility owner and Technic2l 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 facilit;'s Waste
Utilization Plan has been amended as necessary to €eflec€ aczual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Ares Determin anon documents, along with t e
applicable Waste Utilization Plan and Wettable Acre Dztem i :_:ion Ce-ificat cn will be fled with
the local Soil and Water Conservation District. A copy will also be kept on sire with tb-e Certified
Animal Waste Plan. .1ny ftiture modi:ica€ions rust be apprcved by a iechnicad
specialist and filed with the Soil and �'�'ate: Conservation Dis:iLt prior to in p ementaLon_ If anv
modifications to the existing irrIgat?on sy5ie .i or any new equipment was rc:OuIred to
adz!q-uately addrecss t'_ waste needs of C-lis 'aCilitY an li.itz=lion, Sze-ialist oc
Professional Ea,ainecr has certified the design ar:d installation below. 4
Owner Nam-_.— Jc f -(
Owner Signature:
Tec+n+c ! S_ecialist \arrle: �ro: � �'S =_
Tec! _ical Spcc.i last Siv:farure: �' r`�
i l5W
lr assisted by an Irrigation Spe jialist of Professional Engineer please read and sign belmv:
acconarnodate the waste management plan., and according to MRCS St:sd rc_. Arm -tai wa�uc
t? :ICatEt?t II?wC'L t 1'M been tn$t312 L1 ciC_iOr'L;i_ ;o NRCS Si" car _ a: -id is
..1.- :1ion S-zcCi..1i5i' E Name � 'L51 G t.i.: 'S" .C. C'_G'� c- -
Iz�iw�ti } Sce�/,E Si 7a_Lj7_
S
;` S mil this form to:
.ctn. Son?:a Ave .i
Non-Discha <:e Con, pliancc Ui-: :
Division of Wa er Qualit,,
161? tilail 5e Vice Center
Raleidh, NC 27699-161
Dat f l 9 l 6° 1
M00202120373

Shtsr;l I
IRRIGATION SYSTEM DESIGN PARAMETERS
Lon doom er/operator Name: Turner Saw Farm
Address: 160 Farrowwood Lane
Warsaw, NC 28398
Telephone: [phone]
Tahle 1 - Field Specifications
County: Duplin
Date: 115101
I
Approximate maximurn
MaxinILIM Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Nim-hnr tar.res) Soil Tme Slone % CrOWS) (Inlhr) (inches) Comments
1
4.3
AuB
<5
Bermuda
0.6
.5-1
Pull
2
1
NoA
<5
Bermuda
0.5
.5-1
Pull
3
21,132
GoA
<5
Row Crops
0.5
.5-1
Pulls 3-6,10
4
11,54
NoA
<5
Bermuda
0.5
.5-1
Pulls 7,8
5
6,26
NoA
<5
[Row Crops
0.5
.5-1
Pull 9
6
6.4
GoA
<5
Row Cro )s
0.5
.13-1
Dulls 12,13
7
26.27
At
<5
Row Crops
0,5
.5-1
PUIIS 14-18
8
12.26
AuB
<5
Bermuda
0,6
.5-1
Pulls 19,20
9
29.33
NoB
<5
Row Crops
0.5
.5-1 1
Pulls 21-26
M00202120374

Shp'012
TABLE 2 - Travelling Irrigation Gun Settings
Make, 1`�J0del and Type of Equipment: 3" Reel Bain Travellers
Field No, Traval Aptllication TRAVEL LANE Wetiod Nuzzle Operating Operating
;rnci Speed Rnlo Effective Effective Diarnoter Diameter Prrassure pressure. Arc
Hvrimni Nn. (Wrninl (in/hr.) Width(ft.) Lenath(ft) (feet) (Inches) at Gun(nsi) at reet(osi) Pattern Comments - Acres oer null
F1,H1
1.99
0.41
265
55n
300
1.16
50
95
330
4.30
F2,H2
3.911
0.60
135
130
300 i
1,18
10
95
180
1.00
F3,113
2.39
0.56
180
530
300
1.18
SO
95
220
3.00
F3,114
1.99
0.4
220
815
300
1.18
h'0
05
330
5.37
F3,I15
1.99
D.41
220
glri
30C1
1,18
50
95
330
5.37
F3,1,16
1,00
0.41
260
815
30D
1.18
50
95
330
6,23
F4.1-17
1'99
0,41
260 1
815
300
1.18
50
95
330
6.23
F4,118
1,99
0.41
260
60i0
300
1.18
50
95
330
5.31
F5,H9
1.90
0.41
270
815
300
1.18
50
95
330
6.26
F3,1110
2.30.
0.56
150
330
300
1.18
50
195
220
1.85
F6.1,112
2.39
0.56
200
520
300
1,18
50
95
220
3.20
F6.1-113
2.39
0.56
200
520
300
1.18
50
95
220
3.20
F7.1-114
1.90
0.41
?a(1
(365
300
1.1 f}
50
95
330
5.82
F7,1-11."i
1.19
_
0,41
_
.30
850
300
1.18
W
W;
'01
6.04
F7,H16
1,99
�0.111
240
460
300
1,18.
50
95
330
3.26 ..W
F7,H17
1.9D
0,41
240
630
3D0
1.18
50
95
330
5,34
F7,1418
1.99
0,41
40
n15
300
1,18
50
C6
:130
5,111
Fr1,1119
1.!i9
0.41
240
815
300
1.18
50
95
330
6.81
FR,1120
1.E19
0,41
270
81 i
300
1,18
50
95
330
6.45
FO.H21
1,01.)
0,41
260
Fl1',i
300
1�18
50
J5
390
6,23
F,1,H22
1'9j
0.41
220
670
300
1.18
50
95 -
330
4.63
F9.H23
1.99
0.41
260
350
3GO
1.18
50
95
330
3,AG
F0,H24
3.99
0.Fi9
150
70D
300
1.18
50
95
180
3A'1
1=9,1- 25
1.99
0,41
220
815
300
1.18
50
D5
:iJ0
5.37
F9,H26
1."iCl
0.•11
2G0
815
300
1.18
50
95
330
6.23
11g.113
M00202120375

Sheet4
TABLE 4 - Irrigation System SpeciEicaticrs
Travelino
f Solid Set
Irrigation Gun
irritation
Flow Rate of Sprinkle: (gpm)
j 0
Operating Pressure at Pump (psi)
NA
Design Precipitation Rate (ir-tjhr)
0.34
j
Hose Length (feet)
965
XXXXXXXX
Type of Speed Compensation
1 Mechanical
XXXXX)CXX
Pump Type (PTO, Engine, Electric)
I Engine
Pump Power Requirer;ent (hp)
NA
TABLE 5 - Thrust Elcck Soecificatiens
!
(THRUST BLOCK
LOCATION
JAREA (sty. ft.) �
90 degree bend
NA
Dead End
i NA
Tee
NA
Gate Valve
NA
45 degree bend
I NA
FfF
k
Page i
M00202120376

Shf V15
IRRIGATION SYSTEM DESIGNER
Name: Kroig Westerheek, CID
Company: MUrphy Farms
Andress: FAO Box 759 Rose Hill, NC 28458
Phone, (91 Q) 293 5787
Required Documentation
The following details of design and maierials rnusl accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust black locations and buffer areas where applicatlle.
2. Assumptions and rornputalions for doiermininrg tnlal dynarnic (lead and horsoposvur requirements.
1 Contputalions used io delerntine all mainHnr: nad lateral pipe si'r.0%.
4. Sources andlor ralrulalions used for delerrnirtiRg application rates. �
S. Computations used to determine the size of thrust blocks and illustrations of all lluust block configufations required In the system
G. Manufacturer's .�pecifir„alions fr;r the irrirt[alinn pumf}, iravuler and sprinkler(:;),
7. Manufacturer's specilicatiuns Inf the irrigation pipes andlor USDA -MRCS standard for IRRIGATION WATER CONVCYANCE,
S. The information required by this form are the winirnurn regrriremenls, it is the responsibility of thr: desfpner to consider all reievartl faclors al a particular site; and
addross th,:m as approprkiio_
9. Irrigalion pipr:s shOIAIJ not tt0 inst,711Cd in larloon or storage pond emb ankmeals without the approval of the designer.
NOTL: A huilur ;;trip ul '215' or w'id,�r mist hu nwinlainud botwee;n the lirttits of the: irrifi;alirrn Syslertt and ❑II
perennial tire.-vns ;an11 SWLIcc WNtefa per NC Slatutes.
M00202120377

SIIee'1G
Narrative of Irrigation System Operation
This is n 'wetted' racros determination of an existing dry hydrant system. This Farm uses two
S' Travellers for irrigation. An irrigation design has been done for the; finishing farm on this site,
The systerta for the sow farm and finisher are connected.
Refer to attached material for guidance on calibration of irrigation system.
F3utfers required at tho time of farm siting were used in this design.
M00202120378

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: NOson
150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flo .,rate(GPM):
205 corn
.Netted Diameter:
300 feet
�_ane Spacings
Desired Spacing 75 °c
Design Spacing(feet): 225 `PVC irrigation pipe norrnatly comes in 20' pieces:'
so round to the nearest multipfe of 20,
ctual Spacing {feel): 220 feet A
Actual Spacing 73 %
Application Rate
ik. nlication Rate =(96.3xFlowrate)f(3.1a15x(.9xradius,squared)
Design App. Pate =
0.34 in,hr
300 degree arc =
0.4 1 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0_69 inihr
Traveller Spud
Travel speed = 1.605 x Flo:lrate 1 Desired application amount x Lane Spacing
Desired app, (in.) =
0.75 inches
300 degree arc =
1.99 ft'min
220 degree arc =
2.39 ftlmin
180 degree arc =
3.99 ftlrnin
1rlainIiae V�gcity
Velocity = _408 x FIcv,,.a;e f piae d ame:er squared feetfsec."'
"'For 5Lfried pip0nes,
ve=ccity should he hefovv 5 feet per second
Pipe size:
6 inches
Velocity=
2.32 it'sec.
Page 1
M00202120379

Sheetl
Maximum Mainline Fric:ian Loss
tvlost distant hydrant:
Total dsstance: feet
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 0.30 feet1100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
?�ztaLQxtlamic Head
Sprinkler Pressure: 50 psi
Loss thrcuah traveller: psi
Eleva4ion i ead. psi
rviainline loss: 0.0 psi
Suction head and lift: psi
5�c fitting loss: 2.5 psi
TOTAL(TDH) = 52.5 psi or 121.3 feet
Horsep_owgi 3&qujmd
Horsepower = FIovirate x TDH(feet)13960 / Pump effeciency
Pump Description:
Pump Efficiency -
Horsepower Reguirei_ : �DiV/O! -Hp
Thrust Blockbig
Thrust Block Area = Thrust ! Soil Searing Strength
Thrust: feet
Soil Bearing Strength: fee:
End Cap: DJV/O! ft2
90 decree elbow: "Dr/10! ft2
.. Tee- #*lV,,'O! it2
45 degree elbov;: TDIVIO' i:2
RI} e_P_re.Ss.Ule��rig Ch�IS
Pressure Rating of Pipe to be Used: psi
I'r1ax. Pressure on s;rs.em when runninc, 52.5 psi
701/Q of Pressure Rating: 0 psi
If j:lax. Pressure on system is less than 70i<, of Pressuire Rating, OK
Pace 2 M00202120380

Sheet8
ACREAGE CALCULATION
J
'TURNER
SOW FARM
114101
,,Total
'
nC
�CLEnd �i4;ZEIIS
r�'
z
Field Acres
Ir
265
550`.
0.4:
0.55.
4.301
1.
4.3
2
135
130
0.33
0.27.
1.00
2'
1
- 3
180
530:
0.5
0.31
3.00
3
21.82
4.
220T�
815
0.691
0.56
5.37
5
220
815
0.69
0.56
5.37
6
260:
815�
0.75
0.62.
6.23.
7
260
815
0.75
0.62;
6.23
4:
11.54
8
260
660'.
0.75
0.62 �
5.31
9
270:
815
0.661
0.55
6.26
5
6.26
f 10
150
330.
0.41
0.31
1.85
3
12
200
520,
0.5
0.31:
320;
6:
6.4
13
200
520'
0.5.
0.31
3.20'
14'
240
� 965
_ 0 5
0'
5.82
7
_
26.27
l 15'
270
850
0.77
0
6.04
16:
2401
460=.
0.73:
0
126
17
240
830!
0.77:
0
5.34':
18
240
815,
0.73
0.59;
5.81
10
240.
815
0.73 s
0.59'.
5.81
8
12.26
20 `
270:
815:
0.771
0.63 .
6.45
21 -
2601-
815
0.75E
0.62
6.23 ,
9
29.33
22
220.
670-
0.69`
0.56 v4.63!
23
260
350:
0.75
0.62
3.46
24.
150
700
0.38 ;
0.62
3.41
-
-
25.
220
815
0.69.
0.56.
5.37
26 s
260
815
0.75"
0.62
6.23
'Total Acres
Page 1
M00202120382

Sheet1
IRRIGATiON SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Anderson Farm - Stan Drau911011
Address-. 160 Farrow -wood Farm Lane
Warsaw, NC 28398
Telephone: [phone]
Table 1 - Field Specifications
County: Duplin
Date: 6l2199
Approximate Maximum
Maximum Maximum Application
Useable Sizo Application per Irrigation
Field of Field Rate Cycle
Ni irnhp.r hgrresl Soil 't'VDe Slooe % Croo(s) (Inlhrl (inches) Comments
1
6.82
GoA
<5
Row Crops
0.5
0,75
Pull 1
2
17.41
GoA
<5
Row Crops
0,5
0,75
full 2-413
3
4.88
GoA
<5
Row Crops
0.5
0,75
Pull 5
M00202120383

Sheet2
TABU 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field No. Trave! Application TRAVEL LANE Wetted Nozzlo Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Ftvrlrant Nn. (ftImin1 finlhr.1 Width(ft.) Lencith(ft) (feet) (Inches) at Gun(osi) at reel(osi) Pattern Comments - Acres ner null
F 1, H 1
1.95
0.37
270
1 100
300
1.08
60
100
300
6,82
F2,112
1,95
0.37
250
900
300
1.08
60
100
300
5,68
F2,H3
195
0.37
200
1050
300
1.08
60
100
300
4.82
F2,H4A
2.34
0.5
200
1100
300
1.08
60
100
220
5.05
F2.FI411
1.95
0,37
270
300
300
1.08
60
100
300
1 M
F3,H5
1.05
0.37
250
850
300
1.08
GO
100
300
4.88
TOTAL ACREAGE =
29.11
M00202120384

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling.Solid
Set
Irri ation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
182
Operating Pressure at Pump (psi)
108.6
Design Precipitation Rate (inlhr)
0.31
Hose Length (feet)
965
xxxxx xx
Type of Speed Compensation
Mechanical
xxxx XXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (h)
25.6
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
JAREA (sq. ft_)
90 degree bend
N/A
Dead End
NIA
Tee
NIA
Gate Valve
NIA
45 degree bend
NIA
Page
M0020212(}3$a

f
5heet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek, CID !laft+L'
Company: Murphy Family Farms
Address: RCS Box 759, Bose Hill, NC 28458 ���� r�
Phnne: [phone] ext. 4556
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 cornputalinns for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and ltrleral pipe sizes.
4. Sources andlor calculations used for determining application rates.
5. CorMputations used to determine the: size of thrust blocks and illustrations of all thrust mock configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. f0anufacturer's specifications for Ilru 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 ronsAer all Televant laclors aI a particular rile arui
address them as appropriate.
9. Irrigation pipes shoutd not be installed in Inrloon car storage pond embankments without tire: approval of the designer,
NOTE: A buffer strip of 25' or wider nwst he mainlainod between the limits of the irrigation system and all
perennial streams and surface waters per INC Statules.
M00202120386

�fAl
WA *
ii . �
I tr4.
747.
tv,
v'N
V; 'J"
It
-pr I I
14.

vi
jt 'I
v A
Z
It.
...... . . . . .
...........
wlll� A,
po
.1
V14 '141
F." Wd
A
14.
"lo

SheetG
Narrative of Irrigation System Operation
this design is for the existing systern and equipment being used on this farm. This farr3l was s'itcd
prior to 1995, and (lie fields and hydrants shown in this design were installed prior to 1995. For this E
reason, the acreages calculated in this plan are `wetted acres' for an existing systern.
The grower has been using the equipment shown for years, and Is familiar with start up, maintenence,
and winterization procedures. If there are questions in this regard in the future, they should be referred
to the irrigation dealer.
The system should be walked periodically while operaling to check for leaks or other problems.
M00202120389

Sheet?
CALCULATIONS
S rinkler Specifications
Sprinkler Type: Nelson 150 gun ; Hobbs 1030 reel
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GP141): 182 gpm
Wetted Diameter: 300 fleet
Lane Soacinas
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 %
Aonliication Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)scuared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 in/hr
220 degree arc =
0.50 inlhr
180 degree arc =
0.61 inlhr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.75 inches
300 degree arc = 1.95 ftimin
220 degree arc = 2.34 ftfmin
180 degree arc = 3.89 ft/rnin
Mainline Velocit
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 ftfsec.
Page 1
M00202120390

Sheet?
Maximum Mainline Friction Loss
illost distant hydrant: 5
Total distance: 1800 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 4.4 feet or 1.9 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 40 psi
Elevation head: 0 psi
Mainline loss: 1.9 psi
Suction head and lift: 1.5 psi
5% fitting loss: 5.2 psi
TOTAL(TDH) = 108.6 psi or 250.8 feet
Horsepower Required
Horsepower = Flov.Tate x TDH(feet) f 39601 Pump effeciency
Pump Description: Berkeley 83JQBN1
Pump Efficiency: 45 %
Horsepower Required: 25.E Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: N/A feet
Soii Bearing Strength: N/A feet
End Cap: N/A ft2
90 degree elbow: N/A ft2
Tee: N/A ft2
45 degree elbow: N/A ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to he Used: 200 psi
Max. Pressure on system when running: 108.6 psi
70% of Pressure Ratina: 140 psi
If Max, Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2
M00202120391

Sheet?
NPSHA: 1s
NPSHR: 8 -from pump curve
I€NPSHA>NPSHR OK
Page ?
M00202120392

0
JUN 2 2 2001
Wettable Acres Determination Certification
BY:
Name of Facili t : FacilityNurnber:'3 I
Owner(s)Name— LL.C, PhoneNo: 91c) D9 ,-S `ibi 1
Mailing Address: F� 914 � 1sc H ; I I / L_ 3�
B,.- sianina 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 Wetiabie 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 managerment needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below_
O ner Name: Ise C-(- T..,,��, . ,r--
Owner Si�!naturv: )4, Date:
Technical Specialist N.-,me:_ L c
Technical Specialist Sipature
If assisted by an Irrigation Spec ialist o f Professional Engineer please read and sign below:
Aiiimal waste anTp11catioii equipment has been designed or modified to apply wa.5te a2s necessary to
-accommodate the %waste management plan. and _'a4Lordina to MRCS Standards_ Animal waste
application equipment h.Ls bee -I installed atd6rdini7 to \RCS Staricards and is ready for use.
iir-ii�aiiop Specialist.TE Name- Kvc
I.m a[lon Spec:al:su?E Signature:
5 mit this form to:
ttn: So: va Avant
Non -Discharge Compl.iancw Unit
Division of Water Quality
1617 Mail Service Center
Ra1e1'�,h, NC 27699-1.617
Da[e: r it b 1
NVADC — 7199
M00202120373

sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Turner Sow Farm
Address: 160 Farrowwood Lane
Warsaw, NC 28398
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number !acres)
Sail Tvoe Slooe % Croo(s)
County: Duplin
Date'. 1 /5/01
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
dnlhO
(inches) Comments
1
4.3
AuB
<5
Bermuda
0.6
.5-1
Pull
2
1
NoA
<5
Bermuda
0.5
.5-1
Pull
3
21.82
GoA
<5
Row Crops
0.5
.5-1
Pulls 3-6,10
4
11.54
NoA
<5
Bermuda
0.5
.5-1
Pulls 7,8
5
6.26
NoA
E5
Row Crops
0.5
.5-1
Pull 9
6
GA
GoA
<5
Row Crops
0.5
.5-1
Pulls 12,13
7
26.27
AuB
<5
Row Crops
0.5
.5-1
Pulls 14-18
8
12.26
AuB
<5
Bermuda
0.6
.5-1
Pulls 19,20
9
29.33
Npt3
<5
Row Cro s
0.5
5-1
Pulls 21-26
M00202120374

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make:, Model and Type of Equipment: 3" Reel Rain Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvrirant Na. (ft/mint fin/hr-1 Width(ft.l Lenathfftl (feetl (Inchesl at Gun(osi) at reel(ns,i) PMtPrn Cn►11n1pn1�, - Arri±F nor mill
F1,H1
1.99
0.41
265
550
300
1.18
50
95
330
4-30
F2,H2
3,99
0,69
135
130
300
118
50
95
180
1.00
F3,H3
2-39
0.56
180
530
300
1.18
50
95
220
3,00
F3,H4
1,99
0,41
220
815
300
1.18
50
95
330
9,37
F3,1-15
1,00
0.41
220
815
300
1.18
50
95
330
5.37
F3,H6
1.99
0,41
260
815
300
1.18
50
95
330
6.23
F4,H7
1,99
0,41
260
815
300
1.18
50
95
330
6.23
F4,H8
1.99
0.41
260
660
300
1.18
50
95
330
5.31
F5,H9
1.99
0,41
270
815
300
1.18
50
95
330
6.26
F3.H10
2,39
0.56
150
330
300
1.18
50
95
220
1.85
F6,H12
2.39
0,56
200
520
300
1.18
50
95
220
3.20
r'6,H13
2.39
0.66
200
520
300
1.18
50
95
220
3.20
F7,1114
1.99
0.41
240
965
300
1,18
50
95
330
5.82
F7,H15
1.99
0,41
270
850
300
1.18
50
95
330
6.04
F7,H16
1.99
0,41
240
460
300
1.18
50
95
330
3.26
F 7,H 17
1,99
0.41
240
830
300
1.18
50
95
330
5.34
F7.H 18
1.99
9,41
240
815
300
1.18
50
95
330
5.81
F8,H19
1.99
0,41
240
815
300
1,18
50
95
330
5.81
F8,1120
1.99
0.41
270
815
300
1.18
50
95
330
6A5
F9,H21
1,90
0.41
26Q
815
300
1.18
50
05
330
6.23
F9,H22
1.90
0.41
220
670
300
1.18
50
95
330
4.63
F0,H23
1,qo
0.41
260
350
300
1,18
50
95
330
3,46
F9,H24
3.99
0.69
150
700
300
1.18
50
05
180
3.41
F0,H25
1.99
0.41
220
815
300
1.18
50
95
330
5.37
F9,H26
1.90
0,41
260
815
300
1.18
50
95
330
6.23
11f3.1t3
M0020212037 5

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irri ation Gun
Irrigation
Flow Rate of Sprinkler ( pm)
0
Operating Pressure at Pump (psi)
NA
Desion Precipitation Rate (inlhr)
0.34
Hose Length (feet)
965
XXXXXXXX
Type of Speed Coat ensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
NA
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. fQ
90 degree bend
NA
Dead End
NA
Tee
NA
Gate Valve
NA
45 degree bend
NA
Page 1
MoOMM0376

Shoet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek, CID
Company: Murphy Farms
Address: PO Box 759 Rose Mill, NC 28458
Phone: [phone] y
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 compuLations for determining total dynarnlc head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes,
4. Sources andlor calculations used for determining application rates.
5. Computations used to dolormine the size of thrust blocks and illustrations of all thrust block configurations required in the system
f. Manufacturer's specifications for the irrsgatlon pump, traveler and sprinkler(s).
7, kJanufaclurer';s specifications for the irtignlinn pipe andlor USDA -MRCS standard for IRRIGATION WATER CONVEYANCE.
B. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors al a particular site and
address them as appropriate,
9. Irrigation pipes should not be installed in lagoon or storage pond ornbankments 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 srrrfare w,-Aers per NC statutes
M002021120377

Sheel6
Narrative of Irrigation System Operation
This is a 'wetted' acres determination of an existing dry hydrant system. This farm uses two
3" Travellers for irrigation. An irrigation design has been done for the finishing farm on this site.
The system for the sow farm and finisher are connected,
Refer to attached material for guidance on calibration of irrigation system,
Buffers required at the fime of farm siting were used in this design,
M00202120378

Sheet?
CALCULATIONS
5piinkler SpRgj&cAtjQM
Sprinkler Type: Nelson
150
Nozzle Size:
1.18 inc^es
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter,
300 feet
Lane Saad 19a
Desired Spacing (%):
75 %
Design Spacing(feet):
225 "PVC irrigation pipe normafly comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing
73 %
Application Rate
Application Rate =(96.3xFlourrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 inlhr
Travel speed = 1.605 x Flowrate I Desired application amount x Lane Spacing
Desired app. (in_) =
0.75 inches
300 degree arc =
1.99 ftlmin
220 degree arc =
2.39 ft/min
180 degree arc =
3.99 fVrnin
Mainline Velocity(
Velocity = .408 x Flo.vra€e 1 pipe diameter squared fee€/sec."
.-For buried pipelines, velocity
should he beta;.= 5 feet per second
Pipe size:
6 in&!es
Velocity=
2.32 ft/sec.
Page 1 M00202120379

Sheet?
Most distant hydrant:
Total distance: feet
Friction Loss is figured using HazenfWilliam's Equation
Friction Loss= 0.30 feeY100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
s f :li r'-!
Sprinkler Pressure:
50 psi
Loss through traveller:
psi
Elevation head:
psi
Mainline loss:
0.0 psi
Suction head and lift:
psi
5% fitting loss:
2.5 psi
TOTAL(TDH) =
52,5 psi or
�.[� � r.•R �.ct is it.�.
Horsepower = E"lowrate x TDH(feet) / 39601 Pump effeceency
Pump Description.,
Pump Efficiency_ %
Horsepower Required: #DiV/O! Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
feet
Soil Bearing Strength:
feet
End Cap:
#DIV/O!
ft2
90 deoree elbow:
y
#DIVIO!
ft2
Tee:
NDIVIO!
ft2
45 degree elbow:
#-DIVIO!
112
Piae_Rre.ssure Rating Chem
121.3 feet
Pressure Rating of Pipe to be Used: psi
Max, Pressure on system when running: 52.5 psi
70% of Pressure Rating: 0 psi
If Max. Pressure can system is less than 70% of Pressure Rating. OK
Page 2 M00202120380

Sheet8
'ACREAGE
CALCULATION
=TURNER
SOW FARM
i
1/4/01
jotal
Pujjtki
Len -cab 'Slad-End aLQP-I-[Id �Acm
1 Eieid
1 Field Acres
265
550-
0,41
0.55!
4.30i
11
4.1
2
135.
130.
0.33!
0.27 i
1-001
21
1
3
180.
530
0.5
0.31:
3.00:
3:
21.62:
4
220
815
0"'69:.
0.56-
5,37
5
220.
8151
0.69:
0.56
5.37,
6
260
815
0.75
0.62;
6.231
7,
260
8151
0.75;
0.621
6.231
4
111,54;
8',
260';
660i
0,751
0.621
5.3111
i
1
9 :
2701
81 5
0,66
0.55!
.... ..
6.261
....
5
6.261
10
150i
330'
0.41
0.311
1.85!
3:
12,
200'
5201
0.5,
0.311
3.201
6 i
6.4,'
13.
200
5201
0-5�
0311
3.201
14'
240
965:
0.5i
ol
5.82::
7
26-271
15.
270:
850-
0.77
01
6.04
16
240;
460]
0.73!
0,
3.26 1
17i
2401
830 j
0.77
0
5.341
18
240 i
8151
0. 73
0.591
5-81 i
191.
240,
8151
0.73;
0.69i
5.81 1
81
12-26':
201
270:.
815i
0.771
0.631
6.45
21
260€
815
0,751
0.621
6.23
9;
29.33j
22
220
670.
0.691
0,56-1
4,63:
23
260:
3501
0.75
0.62:
146;
24.
150!
7001
0.38
0.62:
3.411
25:
220
81151
0.69,
0,561
5.371
26i
260:'
815
0-751
0.62
6.23
Jotal Acres =
1119,19
Page 1
M00202120382

Sheet l
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Anderson Farm - Stan Draughon
Address- 160 Farrow -wood Farm Lane
Warsaw, NC 28398
Telephone: [phone]
Table 1 - Field Specifications
County: Duplin
Date: 612I99
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Fate Cycle
Number (acres? Soil Type Slope % Crop(s) (Inlhr) (inches) Comments
.......
��
�...N.�...
M00202120383

TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field No. Travel Application TRAVEL LANE
and Speed Rate Effective Effective
Hydrant No. (ft/rnin) (in/hr.) Width(ft.) Length(ft)
Sheet2
Wetted Nozzle
Diameter Diameter
(feet) (Inches)
Operating Operating
Pressure Pressure Arc
at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
�����
�r
it
��
it
f�
•.
-��-TOTAL
-
ACREAGE
M00202120384

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irri ation Gun
lrri ation
Flaw Rate of Sprinkler m)
182
Operating Pressure at Pump (psi)
108.6
Design Precipitation Rate (inlhr)
0.31
Hose Length (feet)
965
xxxxxXXX
Type of Speed Compensation
Mechanical
xxxxxXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (h
25.6
TABLE 5 - Thrust Block S ecif;cations
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 de ree bend
NIA
Dead End
NIA
Tee
NIA
Gate Valve
NIA
45 degree bend
NIA
Page 1 M00202120385

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek, CID
Company: Murphy Family Farms
Address: PO Box 759, Rose Hill, NC 28458
Phone: [phone] ext, 4556
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1, A scale drawing at the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas whore 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 Mocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinklerlsl,
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 io 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.
M00202120386

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Sheet6
Narrative of Irrigation System Operation
This design is for the existing system and equipment being used on this farm. This farm was sited
prior to 1995, and the fields and hydrants shown in this design were installed prior to 1995. For this
reason, the acreages calculated in this plan are 'wetted acres' for an existing system.
The grower has been using the equipment shown for years, and is familiar with start up, maintenance,
and winterization procedures. If there are questions in this regard in the future, they should be referred
to the irrigation dealer.
The system should be walked periodically while operating to check for leaks or other problems,
3
M00202120389

Sheet?
CALCULATIONS
SS2rinkler_Specifications
Sprinkler Type- Nelson
150 gun ; Hobbs 1030 reef
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Snacinas
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 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 inlhr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.95 ftlmin
220 degree arc =
2.34 fUmin
180 degree arc =
3.89 ft/min
Mainline Velocity
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 ftlsec.
Page 1
M00202120390

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 5
Total distance: 1800 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 4.4 feet or 1.9 psi
Total Dvnamic Head
Sprinkler Pressure.
60 psi
Loss through traveller:
40 psi
Elevation head:
0 psi
Mainline loss:
1.9 psi
Suction head and lift:
1.5 psi:
5% fitting loss:
5.2 psi
TOTAL(TDH) =
108.6 psi or
Horsepower Required
Horsepower = Fiowrate x TDH(€eet) / 3960 / Pump effeciency
Pump Description: Berkeley 63JQBM
Pump Efficiency: 45 %
Horsepower Required. 25.6 Hp
Thrust_ Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: N/A
feet
Soil Bearing Strength: N/A
feet
End Cap: N/A
112
90 degree elbow: N/A
ft2
Tee: N/A
112
45 degree elbow: N/A
ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 108.6 psi
70% of Pressure Rating: 140 psi
250.8 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2
M00202120391

WASTE UTILVATION`-PLAN
PRODUCER: Turner Farms - Sow and Finisher
LOCATION: 160 Farrowwood Lane
Warsaw, NC 28398
TELEPHONE: [phone]
TYPE OPERATION: 3000 Feeder - Finish ; 1200 Farrow - Feeder ; 3750 Farrow - Wean
NUMBER OF ANIMALS: 7950
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under OEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1
M00202120395

WAaTE° UTILIZATION -,PLAN'
�11• 1 1 •1
7,950 animals X 4-7 (tons) waste/animal/year W 37,350 (tons) wastelyear,
Amount of Plant Available Nitrogen (PAN) Produced Per Year
7,950 animals X 4-4 lbs. PAN/animal/year = 34,950 lbs. PANlyear. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. TvQe Per Acre Utilized Application
T1701
1
AuB
Bermuda(G)
235
4.30
1010.5
April - Sept.
T1701
1
AuB
Matua(G)
141
4.30
606.3
Sept. - March
T1701
2
NoA
Bermuda(G)
260
1,00
260
April - Sept.
T1701
2
NoA
Matua(G)
156
1.00
156
Sept. - March
T1816
4
NoA
Bermuda(G)
260
11.54
3000A
April - Sept.
T1816
4
NoA
Matua(G)
156
11.54
1800.24
Sept, - March
T71605
8
AuB
Bermuda(H)
275
12.26
3371.5
Aril - Sept.
T71605
8
AuB
Matua(H)
165
12.26
2022.9
Sept. - March
0
'see page 10 for crop rotation
0
0
0
Total 1 29.101 12,227.341
'This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N..cra.vte� hosed on realistic yield expectation•
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
M00202120396

WASTE UTILIZATION -PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
�. .• I . Application
' See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1 29A0 12,228
Table 2 90.08
23,434
Total 119.18
35,662
Amount of N Produced
34,950
Surplus or Deficit
712
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3 M00202120397

WASTE UTILIZATION, PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No Rate (lniHr) Amount (in,)
1,8
AuB
Bermuda
0.6
.5-1
2,4
NoA
Bermuda
0.5
5-1
3.6
GoA
Row Crops
0.5
,5-1
5,9
NoA,B
Row Crops
0.5
.5-1
7
AuS
Row Crops
0.5
5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NFEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for M days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation e�lgpQn de5j�.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation --
Acres shown are `wetted' acres for the sow farm and effective wetted acres for finisher_ Grower
should follow the two year rotation as shown, but should roughly half the acres grown of each
soybeans and corn each year. This will allow for crop drying times, ie. Soybeans can
be irrigated
aced
on while corn is being harvested.
_
Any of the crop land that is not destined for wheata, mybe overseeded in a small grain cover crop.
This crop may be grazed, and irrigated on at the rates shown.
Page 4
M00202120398

WASTE UTILIZATI-ON"PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, helshe shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him1her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5
M00202120399

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shalt be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on sails 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
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 wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
15 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6
M0020V 20400

WASTE=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, teaks 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 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
element, Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels, pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7
M00202120401

WASTE UTILIZATION PLAN
Name of Farm_ Turner Farms
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 tiled 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: Jeff Turner
(Please print)
Signature. � Date:
Name of Manager (if different from owner): _Kyndall Huffman
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation
Address I
Signature
Murohv Familv Farms
M00202120402

WASTE UTLIZATION`PLAN
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crap Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
T1701
3
GoA
Corn
140
21.8
3054.8
March - Au ust
T1701
3
GoA
Wheat
144
21.8
3139.2
Sept. - April
T1701
3
GoA
So Means
150
21.8
3270
June - Se t.+
T1816
5
NoA
Corn
120
6.3
751.2
March - August
T1816
5
NoA
Wheat
144
6.3
901.44
Sept, - A ril
T1816
5
NoA
Soybeansl
150
6.3
945
June - Sept_+
T1819
6
GoA
Corn
1 140
6.4
896
March - August
T1819
6
GoA
Wheat
1 144
6.4
921.6
Sept. - April
T1819
6
GoA
Soybeansl
150
6.4
960
June - Septa
T71605
7
AuB
Corn
80
26.3
2101.6
March - August
T71605
7
AuB
Wheat
96
26.3
2524.8
Sept. - April
T71605
7
AuB
Soybeans
100
26.3
2630
June - Se t.+
T71604
9
NoB
Corn
120
29.3
3519.E
March - August
T71604
9
NoB
Wheat
144
29.3
42192
Sept. - April
T71604
9
NoB
Soybeans]
150
29.3
4399.5
June - Se t.+
T1819
Finl
GoA
Corn
140
6.8
954.8
March - Au ust
T1819
Fin
GoA
Wheat
144
6.8
982.08
Sept. - April
T1819
Finl
GoA
Soybeans
150
6.8
1023
June - Se t.+
T1819
Fin2
GoA
Corn
140
17.4
2437.4
March - August
T1819
Fin2
GoA
Wheat
144
17.4
2507.04
Sept. - April
21819
Fin2
GoA
Soybeans
150
17.4
2611.5
June - Se t.+
T1819
Fin3
GoA
Corn
140
4.9
683.2
March - August
T1819
Fin3
GoA
Wheat
144
4.9
762.72
Sept. - April
T1819
Fin3
GoA
Soybeans'
150
4.9
732
June - Sept.+
OPTIONAL
Any
Any
NA
Small Grai
50
Sept. - A ril
Cover
46,868
'two years
TOTAL 90.1
23,434 per year PAN
Page 10
M00202120403

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Re- 31-57 and 31-396
Subject: Re: 31-57 and 31-396
Date: Tue, 20 Mar 2001 08:37:34 -0500
From: J R Joshi <jaya [e-mail]>
Organization: NC DENR DWQ NDPU
To: Stonewall Mathis <[e-mail]>
That sounds like a good proposal. I have to deal with 31-396 soon and will
follow up on your suggestion.
Stonewall Mathis wrote:
> JR ,
> I recently inspected the two farms referenced. These farms are being
> operated under the same waste utilization plan. They are on the same
> site and representatives of the farm informed me that waste can be
> transferred from any one lagoon to another. They both have the same
> owner. 31-57 has a CoC under the GP. I saw in the database where you
> have had some recent dealings with 31-396, but it does not yet have a
> coc. I did not know how to handle this one so I am forwarding it to
> you. Perhaps we should send them a letter saying that they have to
> apply for a CoC for the combination of the farms. Let me know if I can
> be of further help.
> Stoney
J. R. Joshi
NC Division of Water Quality
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617, USA
Phone: [phone] ext. 363 FAX: [phone]; E-mail:
[e-mail]
Some days you are the bug, some days you are the windshield.
* * * * * * * * * * * * * * * * + * * + * + * * * * * * * * * * * * * * * * * * * * * `k * * * + * * * * * * * * * * + * * * * * * * * * * * * * + * * * *
i of 1 4/9/2001 10:47 AM

State of North Carolina
Department of Environment ` •
and Natural Resources
James B. Hunt, Jr., Governor - SEP 11 nuo
Bill Holman, Secretary NCDENR
Kerr T. Stevens, Director BY:— _ NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 1, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Turner Farms, LLC
Turner Farms, LLC
P.O. Box 246
Pink Hill NC 28572
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Turner Farms, LLC
Facility Number 31-57
Duplin County
Dear Turner Farms, LLC:
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Dean Hunkele on 6/29/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Dean Hunkele the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Dean Hunkele, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you
have any questions please contact Dean Hunkele at [phone]. If within 90 days you
are unable to provide Dean Hunkele with the information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
I617 Mail Service Center, Raleigh, North Carolina•27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2 _
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may,have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWO will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be, submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement. .
if you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
�u
Kerr T. Stevens
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File

State of North Carolina 4IT
Department of Environment RECEIVED 0 •
and Natural Resources MAR O Z00� �►
Division of Water Quality
James B. Hunt, Jr., Governor BY'
Bill Holman, Secretary NCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 20, 2000
Turner Farms, LLC
P.O. Box 246
Pink Hill NC 28572
Subject: Certificate of Coverage No. AWS310057
Turner Farms, LLC
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Turner Farms, LLC:
In accordance with your application received on February 29, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Turner Farms, LLC, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from Turner Farms, LLC, located in Duplin County, with an animal
capacity of no greater than 1000 Feeder to Finish, 3750 Farrow to Wean and 1200 Farrow to Feeder and
the application to land as specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. 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, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
The facility's CAWMP meets all requirements in place at the time of certification. However, it appears
that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization
Plan. The owner should address this inconsistency as soon as possible.
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.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AW.S310057—
Turner Farms, LLC '
Page Z
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ 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 -non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff
may be reached at (9I0) 395-3900. If you need additional information concerning this COC or the
General Permit, please contact Dianne Thomas at [phone] ext. 364.
Derr 1. ,stevens
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File
NDPU Files

Notification of Change of Ownership ,
Animal Waste ,'viana�ement Facility.
(Please type or print all inf6rniatlon that dots not require a signature)
iNAMi go
2=,Er]Divisio,n
®Mh the requirements of l5tl NCAC 2H .0317(a)(1)(H)(xii) this form is official
of Water Quality. (DWQ) of the transfer of ownership of an Animal Waste
Mana�,rernent Facility. This form must be submitted to DEVI no later than 60 days following the transfer
of ownership.
General Information:
Name of Facility No: 31 - Jj-7
Previous Qwner(s) Name: Dr-1-- -A ko .. Phone No: �7'b �93 y 6 `l
New Owner{s),e�Phone i\o S
Mailing Addres
Far,n Location_ Fourteen Digit Hydrologic Unit: d 3 C) a 100 `-( a
Latitude and Longitude: O 1 / U) € k) �� County: Qo. I , t-
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost,, etc.):. 3 t,, -, to s taA of a* = . A/c .� A//S ",I,
_Rr C\0 p t� G✓ro=�� kz� db `c�r/+ram5 Lt. rt e
Operation Descrintion:
T%pe of Swine
No. ofAniruals
;a iVean to Feeder
3 eder to Finish
1000-
--arrow to 1Vean
3�5y
'. arrow to Feeder
_l ao O -_
:.t Farrow to Finish
Type of Poultry
;t Layer
:1 Pullets
No. of Animals
Type of Cattle
0 Dairy
:D Eeef
No. of Animals
Other Tipe of Lisestock: tVumber of Animals:
Acreage: Available for Application:
Required Acreage:
13 fv
Number of Lagoons-/ Storage Ponds:
Total Capacity: 3 �,i c15 t5 ,;� i
Cubic Feet (0)
Yc �k3es<a,<ir$�c Ye �F r. {c a:e ae x:c ictiie ;c 5c yeti rc�$tt;eie;e;c�;�ie;c ie��x$se:t:x ie se$;e :e;e se sc ie kSc is scxx, st'Si is aexse sc ;�K;ete;cY,e se ac �t$ae s<�Y i,[S,exai icx
Owner / Manager Agreement
I (we) verify thttit•;all. the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and wiII
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities wilt require a new certification to be submitted to the Division of Water
O1iaiirv-{DW9)-bcforc the new animals arc stocked_ i (we) understand that there must be no discharge of animal waste from
the storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm
event less severe than the 25-year, 24-hour storm and there must not be run -off -from the application of animal waste- 1(we)
understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards
developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the
local Soil and Water Conservation District. i (we) kr[ow that any modification must be approved by a technical specialist and
submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership requires written
notification to DI.VQ or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of NeNv Lard Oivnkr :-) J c
Signatul
Name of
Signatiff
Please sign a
NCO -- nv 3. 199G
rn ow
rn this form to:
Da
N. C. Division Of Water Qualih,
Neater Quality Section. Compliance Group MAR .10 2000
Raleigh, NC ?7626-05 5 WATER
N WATER 17 QUALITY SECTION
9e Coml *a>� enf.

F AM i l Y F A R M S
Ms. Sue Homewood
DEHNR
Division of Water Quality
Permitting Division
PO Box 29535
Raleigh, NC 27626-0535
Re: Farrow -wood Sow Farm Permit
Dear Sue,
In response to our 2/24/00 conversation, I am forwarding all of the information requested to change the
animal numbers currently shown on COC#AWS310057, originally issued on 5/19/97 to the Farrow -wood
Sow Farm, facility # 31-57.
As explained in our conversation, this facility was originally built in 1990 as a 1200 sow, Farrow -
feeder operation. I have included a portion of the lagoon design that was completed at the time of
construction for your records. In 1993, this facility was expanded by 1300 sows, Farrow to wean, and 1000
head feeder to finish. I have also included a portion of the lagoon design completed at the time of this
expansion. In 1995, this facility was once again expanded, this time by 2450 sows, Farrow -wean. The
lagoon design for this expansion is also included. When this last expansion was done, Agri -went Services
prepared a certification form for 4900 sows, farrow -wean. This certification was in error. Mr. Draughon
asked Mr. Billy Houston, Duplin NRCS, to prepare a revised certification form that more accurately
reflected the animal numbers for which the facility was designed. This certification form was completed on
10/3/97, and is included for your review.
I am requesting that the animal numbers shown on the permit in question be revised to those
shown on the 10/3/97 certification. No modifications to buildings or lagoons have been done since the time
of the 1995 expansion. Also included for your review is an amended CAWMP listing the animal numbers
desired. If there are any questions regarding this request, please call me at [phone] ext. 4556.
u c•rw vv
RECEIVED
""ATFR OI,PI i7'i8-r-10N
FEB 2 9
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
March 2, 2000
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MEMORANDUM
To: File 31-57 Farrow -wood Sow Farm (AWS310057)
From: D. Thomas,
Subject: Reissuance of COC for original design capacity
This facility's current permit, issued June 26, 1998 is for 900 Feeder to Finish, 3600 Farrow — Wean and
1250 Farrow to Feeder. The request is that a new permit be issued for 1000 Feeder to Finish, 3750 Farrow
to Wean and 1200 Farrow to Feeder. This is an increase in steady state live weight however is NOT
considered an expansion because the initial certification was in error. The lagoons were designed to
accommodate the waste from the higher numbers (see below).
Lagoon #1 (1990) — 1200 Farrow to Feeder — 940,924 cubic feet
Lagoon #2 (1993) — 1000 Feeder to Finish, 1300 Farrow to Wean — 1,401,649 cubic feet
Lagoon #3 (1996) — 2450 Farrow to Wean — 1,543,684 cubic feet
�,A,4 , I v��ff � (9) 0"I'T 41VW_(- 1 (6m
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Fay : ow -wood Farms
Ms. Sue Homewood
DEHNR
PO Box 29535
Raleigh, NC 27626-0535
RE: Farrow -wood Sow Farm Certification
Dear Sue:
1"106 th Railroad Street
Rost Office Box 645
Warsaw, North Carolina 2a398
9JO-293-4673
October 2, 1997
In response to a request by your agency, I am forwarding you a new certification form which Silly
Houston at Duplin Soii Conservation has helped me with. Also, we are sending you documentation in
the form of the designs of the three lagoons which. have been built beginning in 1990 and the volume
and capacity of each. The farm was originally built in 1990 and expanded in 1993 and 1996. From each
of these, we have arrived at a capacity for which we should be permitted. In filling out the original foram, I
may have incorrectly put my numbers in at the actual #r of animals on the farm. Also, l think that when
Agriment Services sent the last expansion certification in to your office in 1996, R may incorrectly not
shown the 1000 head finishing capacity for which my facility was designed. In any event, l would like my
certification to reflect this maximum capacity for which the lagoons were designed.
Other copies include my newest waste plan and a copy of my certificate of coverage issued by your
agency. I apologize for any inconvenience which may have been caused and hope that you can get this
straight for me. Please call me at 910-293-4673 if you have any questions about any of the information
of need other information.
Sincerely,
Stan Draughon
eV

Animal Waste Management Plan Certification
(Please type or print ail information that does not require a signature)
eneral Information:
Name of Farm: Farrow -Wood Sow Farm Facility No:� `�
Owner(s) Name: Stan Draughon Phone No�.910 293-4673
h%ryrl.L� yv r;tLl'y
Mailing Address: P.O. Box 645 Warsaw NC 28398
Fann Location: County Farm is located in: Duplin
Fourteen Digit Hydrologic Unit:_ 0jn3QQQ7njn()6()
Latitude and Longitude: 190 01'_ 20" / 780 02' loll Integrator: M„ - FaZms
PIease attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): 3 miles East of Warsaw, NC on the N/S of Wards Bridge
Road (SRO 1300) turn left on Farrow -Wood Farms Lane.
Operation Description:
Type of Swine
No ofAn&"als
Wean to Feeder
() Feeder to Finish
1 � _0Q
Q Far -.ow to Wean
3750
() Farrow to Feeder
1200
0 Farrow to Finish
() Gilts
0 Boars
Type of Poulin_,- No of Animal$
()Layer
()Pullets
Other Type of Livestock:
Type of Carle No of Animals
()Daisy
oBeef
Number of Animals:
Expanding Operation Only
P.re• roux Desrgm Capacity .3iiduronal Design Ca�acrry T6tall3esrgn Capacity
Acreage ,available for Application: } ;0 Required Acreage: 137.3
Number of Lagoons/Storage Ponds: 3 TotaI capacity: 3,495 2 527 Cubic Feet (ft 1)
Are subsurface drains present on the farm: or NO (pl
If YES: are subsurface drains present in the area of the LAGOON o SPRAY FIE lease circle one)
Owner/Manager Agreement _
I(we) ve-ify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities wiu require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour smrm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water
Conservation District. I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A chanbc in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer_
Name of Land Owner St n Dra F -,
Signature: L i Date:10/3/97
Name of Manager efferent frol�owne filar
Signature:
AWC — August 1, 1997, I
Date: 10/3 97

FR011 : Drau g hon Rea 1 t y
& Appraisal
F=3. 24. 2000 9: 45AM P 2
PHONE NO. : 910 293 7657
Technical Specialist Certification
As a tec�ical specialist daaigt:ated by the North Carolina Soil and Water ConStrvatsou CO=Uni5$iOL purswxxt to 15A
.CAC 6F _0005, 1 otrvfy that the aztimal wash manage—ezt system for the farm z*=ed above bat an animal waste
management plea that moots or exc+eeda standards and specifiratiens of tha Division of Euvisoacreutal Management (DElvl) as
specified in 1SA NCAC 2H.0217 and the USDA Na.=rzl Resomrra Conservation Service (INRCS) and/or the North CArolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H-0217 and ISA NCAC 6F .0001-.0005. ?he :ollowing
elements are iccladed in the plan as applicable. Whiio category desigx+ateB a technics! SFpCialiSt who may sign mch
c rdficstion (SD, SL UP, RCJ) the technical specialist should only =-L.Fy parts ibr which they an t ically COL`]pCLCIIt.
W
II. Certification of Desip
A) Coll ort rat trn t
Ozac the approp.zcra box
{) Exisfog facitiu uudth= mtmfit (5D or NVUP)
Storage volume is adoquate "or aneratiou capacity; storage capability consistent with waste utiiim ic:t requirements.
011— ew, expandedaz=fLQ4 Ncili (SD)
Animal waste storage and treatment structures, such as but not limited to collection syst=. lagoons and ponds, have
been designed to meet or exceed the -in 'mum standards and specifications.
Name of Technical Specialist Tease Print) Billy W. Houston
Affiliation: Duplin Soil and Water Conservation Dis",act Date Work Complete:
Address(Agency): P 0 Box 277 Kenansvilie, NC 28349-0277 Phone No: 910-296-2120
Signature: 1 I Date:
B) Land Application Site OWf'M
The plan protiidw for minimum separation (buffers); adeq=e amount of land for, waste utilization; cboum crop is
suitable for waste management hydraulic and autrient Ioadiag rat".
Name of Technical Specialist (Phase Print): Billy W. Houston
Affiliation'. Dupii-i Soil and Water Conservation District Date Work Completed:
Address (Agency): P 0 Box 277 KenansviUe, NC 28349-0277 phone No: 910-296-2120
Signature: c i Date: D
Q R•snoiF Controls frmn Exterior Lots V
Check the appropriate box
Facility without exte 'lots (SD or WUF or RC7
This fadlity does not contain any exterior lots. '
() Facility with exterior Iota (RC)
Methods to mrnimiac the run off of pollutants from lounging and heavy use areas bavo been designed in accordance
with tech csl standards developed by MRCS.
Name of Technical Specialist (Please Print): Billy W. Houston
Affiliation: Dupiin Soil and Water Conservation District hate Work Completed:
Address (Agency): P 0 Box 277 Kenansville, NC 28349-0277 Phone No.: 910-296-2120
Signature: Date:
D
U
AWC — AuCULL 1. 1;97 z
r�

FROM : Drau3hon Realty & Appraisal
FS3.24.2000 9.46AM P 3
PHONE NO. : S10 293 7057
L,e AppropriXa Sat
Existine or d f li wi existia wash a al' cot (WUP or 1)
Animal waste application equipment Specified in the pion has been eitbor field calibrated or valuated in accordatroe
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at .-a as not to exceed either the
specified hydraulic or nutrient laading rates. a schedule for timing of application has bath estzblislred: required buffers
c4c be maintained and mlibrstion aad adjustment guidance Are contained as part of the plan). . .
�- () hew, extended, cr existing facility w thou# ex:swne was ati-mUcad _eaui' t f rev i &AtiM(i
Animas waste application tquipmeat specified in the plan has been designed to appI, waste as necessary to
a=mm6dxte the waste nwagexacat plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading fates: a schedule for tinting of applications bas
been t=blixb* required buffers caa be m: iaWked, calibration and adjustment Abide= are contained as part of tea
plan).
(} New.eyman .af WgtylQ_fMility witbout a2 istia$ iRmenr for land mreadin 'not usi ip spray
injdo . (WG'p or I)
Auicml waste applics.6= equipment specified in the plats has been selected to apply waste as necessary to
accotntaarata tits waste naaagt mtmt pIAn; (proposed applica"n equipment c= cover the area required by the plan at
rates not m exceed either the specified hydraulic or as:rient loading races; a schedule for timing of apgiicaions has
aeon established: required buff rs can be maintained; calibration and adjustment guidanes are coataiaad as pa:% of the
plan).
Name of Technical Specialist (Please Print):
!Affiliation:
iAddress (Agency): Phone No:
Signature: A / Date: 1 v )
r Control, Im ntrol-i o ent and Ernemency A Y M C or 11
The Waste management plan for this faciliry includes a Waste Management odor Control C becklist, an Insect Control
Checklist. a Mortaility Management Checklist and as Emergency Action Platt. Sources of both odors and izsocts have
been evaluated with respect to this site had Best Mmagsment Practices to Knirm Odors and Rest Management
Practices to Control Insects have baea selected and included in the waste '�.a�ent plan. Both the; Mortality
Mananctment Plan and theEmerSeney Action Plan are ao=leto and can be inwlemeated by this facility.
Name of Technical Specialist {Please Print): Billy W. Houston
Affiliation: Duplirl Soil and Water Conservation District Date Work Completed:
Address (Agency): P D Box 277 Kenlansville, NC 28349-0277 Phone No.: 910-296-2120
Signature: I Date:
0
F) i K'- ttCn Nagice of Lam', or EnUding S%Ape Farm ' I
The following signature block is only to be used for new or expanding swine farms that begin constmetion after June
21, 1996. If the facility was built before June21, 1996, when was it constructed or last expanded . I(We)
certify that i(we) have attempted to contact by c rtifted mail all adjoir<ing property owners end all property ov,-zers
who own property located across a public mad, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice, and a list of the property owners
notified i! attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AwC — August 1, 1997

FROM : Draughon Realty & Rppraisal
F=3.24.2000 9.47Ah P
PHONE NG. : S10 293 7857
Certification of Installation
New, expanded or CWfitted facility (Sr)
Animal waste Storage atsd treatment stntcnsres such as but no: litniwd to lagoons and ponds, bane been ir_=:Ied in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For edatiag the ides without retrofits, no mrtification is necessary.
Name of 'Technical Specialist (Please Print):
AML-ation: e-
Address(Agency): Phone No.:
Signature: t Date: e,
B) Land Application Site (WIJP)
Check the appropriate box
( The crwpiuz system is in place on all land as specified in the animal waste m=agzm=t plan.
(} Conditional Approval: all regaired land as specified in the plan is cleared for,planting; the cropping system as
specified in the waste utilization plan has not beer; established and for owner has mm=itted to established the
vegetation as specified in tbz plsa by (month/daylyear); the proposed cover, --op is appropriate for
coinpliance with :he w%ste utilization plan.
�) Also check this box if LpmWriaw
if she cropping system as spcooified in the plan cats not bo established or: newly clearod Iand within 30 days of
this certification, the owner has committed to establish an interim crop for erosion cont+ol;
?Name of Technical Specialist(Ple= Print): Silly W_ Houston
Aff is ion: Duplin Soil and Water Conservation District
Date Work Completed:
Address(Agency): P 0 Sox 277 Kenansville, NC 28349-0277
Phone No.: 910-296-2120
Signature:,
Date:
U
This following sigAaturrblock is only to 6c rued when the box for conditional approval in III"$ above has been checked.
I (W--) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish she interim clap for erosion control, and will subruit to DF-M a very 2cation of completion from a
Technical Specialist within 15 calendar days following the data speczfed in the conditional certification. I (we) realize that
failuro to submit this vcrificlWon is a violation of the waste maaagemart plan and will subject me (us) to an enforzement action
from Diltii.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date;
AWC -- August f, 1997

FROM : Draughon Fealty & Appraisal
F-3. 24. 2000 9: 47f;?i P 5
PHOl E NO. : 51@ 293 785?
(RC)
Fzcilitv uAlh 4,xtarior]ots
Methods to minimize the run off of pollutants from Iounging and beavy use areas have been !assailed as specified in
the plan.
For facilities
no
Name of Technical Specialist (Please Print):
Affiliation:
v Address(Agency): Phone No.:
fi
Signature: Date:
D) ApflIicsti4I _ar, andlia Eguimenr LisWlation (WUP or
Check the appropriate block
(-�-�Animal waste application and bandling equipment specified in the plan is on site and ready for use; calibration and
adjustment tratesiLls have bees provided to the owners and are contained as past of the Plan.
{) Arland waste application and handling equipment specified in the plan hu not been ins yed but the owner has
proposed leasing or third 'party application and has provided a signed contract: equipment specified. in contract
agrees with the requirements of the plan; required buffers can be ma:ataiaed, caUntica and adj=stment Zuidauce have
been provided to the, owmrs aad are contained as part of rha plan.
(} Conditional approval: Animai wam appliradon and handIin equipment specified in the plan has been purchand
and will be on site sad installed by (montlaidaylyear); there Is adequate senrage to
bold the waste until the equipment is installed and until the wsste can be land applied in acccrdanee with cropping
syststa contained in the plan; and taiibmtion and adjustment guidance have been provided w the owners and are
contained as part of the p4m
Name of Technical Specialist (pease Print):
Affiliation: S
i Addrem(Agency): Phone No.:
Signature: Date: c
The followlag signature block is only to be used when the box for Conditional &A ooad in M D above has been chocked.
1 (we) certify that I (we) have comusitted to purrhase the animal waste application and handling ogttipment as spe ified in my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Techaical Specialist
within. 15 calendar days following the date specified in the conditional certification. I (we) realize tint flilute to submit this
verification is a_ violstion_of the waste management plan and will subject the (us) to am anion omeat action from DElvi.
Name of Land Owner.
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control, Insect QntM) and Mortality MusasnMent (SD SI WUPAQ ooYl
Methods to control odors sad insects as spcoiflcd in the Plan have been installed and are operational. 'lie mort li:y
managtMCnt system as aoecifiad in the Plea has Also bam installed and is ope-aionaI.
Name of Technical Specialist (Please Print): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District s Date Work Completed:
Address (Agency): P 0 Box 277 Kenansville, NC 28349-0277 Phone No.: 910--296-2120
Signature:7�x Eli/ Date: J
AWC .. Aug= 1, 199X0 5 j /

NAME: Stan Draughon
ADDRESS: Warsaw, NC
TYPE AND SITE -1Ot� %=Sows
OF OPERATION fa %j—,-tb'-feeder._
CLASS IV
DESIGNED BY J i mmy�V._i ns rr
DATE 7/18Z 0',
APPROVED BY
DATE
PERMANENT STORAGE
1200 Haas 522 lbs per hQg 1 Cu Ft per Ib.
TEMPORARY STORAGE
t.'21_.400 I bs of animal .. 1 .:_5 cu. ft. of waste per day
per 1000 1 bs of animal wt . :. 1:30 days
RAINFALL LESS EVAPORATION
7" %X-114270 sq. ft. surface area per 12"per ft
/ Z/8 2 j
RAINFALL - _ 1 YR . 1 DAY STORM
7.5" .`C 114;-'70 sq. ft. of surface area per 1'.'" per ft.
Z/fzS
CUT TO FILL RATIO
1.1: 1
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
AMOUNT OF. FILL DIKE
PAD
TOTAL
' SETTLEMENT 10
TOTAL AMOUNT i �F FILL
TOTAL EXCAVATION
NOTE.F i l l dirt will run close!
PAGE z
�426:400 Cu Ft
�15'2-215 Cu Ft
,-7/ ,p G S V�
66r_,58 Cu Ft
7 61-//
71419 Cu
Ft
916 ('5,1 Cu
Ft
=ti95-2, Cu
Yds
9g67;o
917983 Cu
Ft
II'Z9C:'c' Cu Ft
650:00 Cu Ft
7rti37 _ Cu Ft
84010w. Cu Ft
31115 Cu Yds
�92� Ct Ft3.I
ti:4:=: 4 :P Cu, Y d s

Hy FARMS, INC.
r
P - Box 759
Rose Hill, NC 28458
Phone: 919-289— 2111
Calzulations By:
Steve Wall
Dam:
07/28/93;
z tt&
Farm Operator:
Stan Draughon
Caunty:
Duplin
Dis=nce to nearest residence
(other than owner): 3200.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Headiinishing only)-,p :: —_-1 000 -X:-
,
Sows£ (farrowjp wean) x fi g. 1:3�
Head (wean to feeder) = 0
Seasonal high water table elevation =
37.0
Feet
Storage Volume for sludge accumulation =
0.0
Cubic Feet
Treatment volume (Min. = 1 CF/Lb) =
1.0
CF/Lb
Inside. top length of dike =
450.0
Feet
Inside top width of dike =
285.0
Feet
Top of Dike Elevation =
50.0
Feet
Bottom of lagoon elevation
39.0
Feet
Freeboard depth of dike =
1.0
Feet
Side slopes on dike =
3.0
: 1
25 Year — 24 Hour Rainfall =
7.5
Inches
Rainfall in excess of evaporation =
7.0
Inches
Minimum Permanent Storage Depth =
7.2
Feet
CALCULATED DATA:
Minimum t ime ttio ume9.,, ,livest�o 697 9D01Cubic:F.d9t
Vol. of Waste Produced = �70,846 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 74,813 CF
Rainfall / 25 Yr Storm = 80,156 CF
Minimum temporary storage volume =
325,815 Cubic Feet
Total minimum required treatment volume =
1,023,715 Cubic Feet
Total design volume available =
1,033,860 Cubic Feet
Total temporary volume avaiiable =
330,111 Cubic -Feet
Total Volume at start pumping elevation = 948,205 CF @ 48.3 Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 953,704 Cubic Feet
Minimum Volume for p50-14 nentsto�age = f00R'RM C�F.��&1 46.2 Feet
Permanent storage volume is greater than Mimimum treatment
volume for livestock

a
Operator:Stan Draughon
County: Dupiin
Distance to nearest residence (other than owner):
I. AVERAGE LIVE WEIGHT (ALW)
r
Date: 11/06/95)
2000.0 feet
0 sows (farrow to finish)
x 1417
lbs.
= 0
lbs
0 sows (farrow to feeder)
x 522
lbs.
= 0
lbs
0 head (finishing only)
x 135
lbs.
- 0
lbs
245O.�sows ?(f rrow 'to" wean!)-= 1'�
x 433
lbs.
- 1060850
lbs
0 head (wean to feeder)
x 30
lbs.
= 0
lbs
Describe other :
0
Total Average Live Weight = 1060850 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1060850 lbs. ALW x Treatment Voiume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1060850 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 650.0
Inside top width (feet)---------------------- 268.1-k Z6?'.QP"
Top of dike elevation (feet)----------------- 102.0
Bottom of lagoon elevation (feet)------------ 90.0
Freeboard (feet) ------------------------------- 1.0
Side slopes (inside lagoon)------------------- 3.0 : 1
Total design volume using prismoida 1 formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE 2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 644.0 262.1 11.0
AREA OF TOP
LENGTH * WIDTH =
644.0 262.1
AREA OF BOTTOM
LENGTH * WIDTH =
578.0 196.1
168784 (AREA OF TOP)
113338 (AREA OF BOTTOM)
AREA OF MIDSECTION _
LENGTH * WIDTH * 4
611.0 229.1 559888 (AREA OF MIDSECTION * 4)-
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
168783.8 559887.7 113338.1 1.f
'Fo1�D 5��nea�Volum'"- �Avai�Iab�le'�-�.1'St4'3:68:4�CU�F�T.

PRODUCER: Farrowood Farms - Stan Draughon
LOCATION: SR 1300; P.O. Box 645 Warsaw; Duplin County
TELEPHONE: [phone]
TYPE OPERATION: 000.Feeder�`finish; 200.Farxow=Feeder; �3750-Farrow=.Wean s
NUMBER OF ANIMALS: r�5950:y
(Design Capacity) f!j
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for a
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

MWASEI:; =1LIAION-44 P `IVY
5,950 animals X 2990 (tons) waste/animal/year = 117J ,500. t _ ..w ste ear.-` x
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3750 5.4 20,250
1,200 animals X 6.5 lbs. PAN/animal/year = 7,800 ibs. PAN/year. (PAN from N.C.
1,000 2.3 __t-J�'2,300 Tech
Guide Std. 633) T
Applying the above amount of waste is a big job. Yo ':'should -plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
Application# No. Type Per Acre Utilized
*This N is from animal waste onlyif nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yieLd Mectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1998'the Coastal Zone Management Act will require farmers in some eastern counties of
North Caroline to have a nutrient management plan that addresses all nutrients. This plan only
addresses Nitrogen.
Page 2

a - N WN AIA-, � 46-17x U-1 Y-0 gg-ga�
E 'T- M 2
I R - 11 "1 015 9 ON MO®RE
Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached).
(Required only if operator does not own adequate land [sea
Required Specification 21) -
Tract Field Soil Crop Lbs. N Acres Lbs. N Month,of
t1,. Type Per Acre Itilized Application
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N Produce
Surplus "orLDdjr,6,'tV
tal
W
NOTE., The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
T1701(F1)
AuB
Bermdua
0.6
T71605 F3A
T1701 (F2A)
NoA
Bermdua
0.5
.5?75>
T181fi F1A
T1819(F213)
GoA
Row Crops
o.4
=0:5
T1819 F1
T1605 (F3B)
AuB
Row Crops
0.5
.5,75 -!,
T1606 F3B
T1816 (F1 B)
T1604 (F1)
NoA/B
Row Crops
0.4
to-5-;'
T1 619F4
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 'days of temporary storage and the temporary storage must
be removed on the average of once eve-ry�fi _= MONTHS. In no instance should the volume of waste
being stored in your structure exceed Elevation '
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the waste.
Narrative of operation: Grower uses a hard - hose traveller and dry hydrant system for irrigation.
Page 4

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

r- iIIIASTE U 3LLI� w`1 ON P
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
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 perennial waters. (See Standard 393 - Filter Strips).
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 wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 , Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
19 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 propellant with no further applications animal waste
during the crop season.
24 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.
21 Waste shall be tested within 69 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
element: Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

��-wV..� �'� WASTEUTILIZ4TION�PL�►►N��'� =�=
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs, N Month of
# No. Tvr)e Per Acce; Utilized Annlication
T1701
1
AuB
Bermuda G)
L435
6.0
V1 1410
March - Oct
71701
2A
NoA
Bermuda (G) . Z
6
1.0
260
March - Oct
T1816
1A
NoA
Bermuda G .2
60
12.0
3120
March - Oct
T7,1605 A
3A�5 ,
AuB
Bermuda H)
5
48,6
5115
March -Oct
T1701
2B
GoAVheat
Corn
156.
26.0
4062.5
March -July
T1701
2B
GOAain
G
75
26.0
1950
Sept - March
T71605 ,,
:3B '
AuBs
Y
90
22A
2016
.rune - Sept
-rTl605'':=
' 3B.r
AuBWA
bC7
✓84
22.4
1881.6
Sept - April
1,2A,1 A,3A
ISmall Grain G
50
. 37.6
1880
Sept -April
"The following fields will
be in a com/wheattsoybean rotationas shown
and are now referred to as field R1.
T1816
1 B
NoA
CIB1W
11.5
T71604
1
NoB
CIB1W
20.0
T1619
4
NoB
CIBIW
17.0
T1819
1
GoA
CIB1W
7.2
-�
** Grower must plant the following minimum acres of com/wheattsoybeans listed for
Field "R1" each year. More may be planted of any one crop,but 25 acres of each
must be available.
11,
le
R1
NoA/B
Corn vr I!L_1
0
25.0
3000
March -July
R1
NoA1B
Soybeans -D
120
25.0
3000
.tune - Sept
R1
NoA1B
Wheat O
44
25.0
3600
Sept. -April
C6m_PAN redt:ided b�_18 lbs to:a'dcount-for:residual.frorn.so ibeans'4
OPTIONAL Bermuda fields may be overseeded with Small Grain
TOTAL 13�fi:0:��:t34 295 .4
�S
Page 10

�', ►IVASTEUT 1ATIOtt�1PLiN:-
�aE-
Name of Farm: F� rr,3 L__)
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 Bled 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) Ir
I /
Signature: V_ Date: ,
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency)
Signature:
P.O. Box 759
Rose Hill. NC
Page 8

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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 wear 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 while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear 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 the 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 rof containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, 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 nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manua!

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

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

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

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

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

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) (910) 395 - 3900
EMERGENCY MANAGEMENT SERVICES (EMS) (910) 296 - 2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910) 296 - 2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910) 296 - 2120
COOPERATIVE EXTENSION SERVICE (CES) (910) 296 - 2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam.
b)
Pump wastes to fields at an acceptable rate.
c)
Stop all flow to the lagoon immediately.
d)
Call a pumping contractor.
e)
Make sure no surface water is entering lagoon.
B. Runoff
from waste application field -actions include:
a)
Immediately stop waste application.
b)
Create a temporary diversion to contain waste.
c)
Incorporate waste to reduce runoff.
d)
Evaluate and eliminate the reason(s) that cause the runoff.
e)
Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible
action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c)
Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone ##, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice 1 technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Family Farms
b. Contractors Address: P.O. Box 759, Rose Hill, NC 28458
c. Contractors Phone: [phone]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 289 - 2111
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than " inches over more than
30% of surface.
Excessive Decaying vegetation
(*")Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
{) Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
{) Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site andlor providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
() Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal {) Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
{) Provide for adequate drainage around manure stockpiles
{) Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to use
sound judgment in applying insect control measures as practical.
certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

v
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(V)Vegetative or wooded buffers:
(.,')Recommended best management
practices;
(,")Good judgment and common sense
Animal body
Dirty manure
( )Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(✓)Slotted floors;
floors
(-')Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(v)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
urine
(✓)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(.,')Fan maintenance;
exhaust fans
Dust
(V)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(V)Proper lagoon liquid capacity
Biological mixing
(✓)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler
High pressure agitation
(-')Irrigate on dry days with little or no wind
nozzles
Wind draft
(,)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators incomplete combustion ( )Secondary stack burners
Standing water improper drainage (-)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor. Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Files: PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying odor control measures as practical.
certify the aforementioned odor control Best Management Practices have been reviewed
with me. A
(Landowner Signature)
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
{ ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
{ ✓ } Rendering at a rendering plant licensed under G. S. 106 - 168.7
{ ) Complete incineration
( } In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
14

State of North Carolina 1FAWA
Department of Environment__
and Natural Resources
Division of Water Quality
JAN 0 3 �00�
r
1
James B. Hunt, Jr., Governor Fr r.
Bill Holman, Secretary
-------JNCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEi?AR-rmENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 28, 1999
Mr. Stan Draughon
Farrowwood #1 & #2
PO Box 645
Warsaw, North Carolina 28398
Subject: Combination of Swine Waste
Management Systems
Permit Number AWS310057
Permit Number AWS310850
Dear Mr_ Draughon:
It has come to the attention of the Division of Water Quality during a site visit of the subject
facilities that the swine waste management systems are operated as one system. If these waste
management systems are operated as a combined system it is necessary that one permit be issued
to the combined facility. Currently these facilities are covered separately under the general
permit for Swine Waste Management. In order to combine these facility's permits please submit
a Waste Utilization Plan for the combined facilities. Coverage under the general permit will then
be reissued to the combined facility.
If you have any questions or comments please feel free to contact me at 919-733-5083 extension
502.
-S.ncerely,
Sue Homewood
Cc: Wilmington Regional �Office ; Water:Quality.Section
Non -Discharge Compliance and Enforcement Unit
Permit File AWS310057
Permit File AWS310850
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

V14,1141 \ V, 5 - W
Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number ^31 S9 - Operation is flagged for a wettable
Farm Name: VVW" ` acre determination due to failure of
On -Site Representative: Part 11 eligibility items) F1 F2 F3 F4
Inspector/Reviewer's Name:
Date of site visit:
Date of most recent WUP:
Annual farm PAN deficit: pounds
r
Operation not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
V Operation pended for wettable acre
determination based on P1 P2 P3 .
Irrigation System(s) - circle #.. 1{)hard-close traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; b. stationary sprinkler system wlportable pipe;
5. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE:75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part 111).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination .required .because. operation fails :one of the .eligibility -
requirements listed -below:
_ F1 Lackofacreage;whichTesultedin:over-mpplicafionmf-wastewater--(PAN) on:spray.
field(s):accordingttodarm'sdasttwoyears:Df�rrigationu*ecords.
F2 Unclear,-.illegibie- or lack of -information/map.
F3 Obviousfeld-limitations -(numerous:fitches;failureio:deductTequi red:-..
buffer/setback:acreaae;�or2b%':of#otal.acreageidentined:irfLAWMP::mcludes
small '-irregulady'shaped - fields= fields -fields -acres fortravelers-for-than
2 acres for.stationarysprinkiers).
F4 WA determination required because CAWMP credits field(s)'s acreage -in excess
of 75% of the respective field's total acreage as noted in table in Part III.

Revised April 20, 1999 `
J
Facility Number __
Part Ill. Field by Field Determination of 75% Exem
TRACT -FIELD TYPE OF TOTAL
[NUMBER- NUMBER1,2 IRRIGATION ACRES
SYSTEM
ition Rule for WA Determination
CAWMP FIELD I COMMENT
ACRES %
33
Vj
l� t6
R
1a
� to
�l 16=a5
M cl
cos
I �3�
I
I is.sl
a�,`I
1993
I
I
I
FIELD NUMBER' - hydrant pull, zone, or -point numbers may be used in place of field numbers depending on CAWMP
and type of irritation -system. - If pulls, etc. cross -more -than one field, inspectorlreviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will_ be subject to WA determination.
FIELD NUMBER - must be clearly delineated nitfriap­. _
COMMENTS' -back-up fields with CAWMP acFeage_exceeding75% of its total:acres and having Teceived less than 50%
of its annual PAN as documented in the farm'sprevious-two years' (1997 & 1998) of McationTecords, cannot'serve-as"the
sole basis -for requiring a WA Determination:hack-upfields -must be -noted in the-commentzection-and must be accessible
by irrigation system_
Part IV. Pending WA'Determinabons -
P9
P2
Plan aacks _following -information:
Plan 7evision -may_satisfy-75% rule based on adequate overall PAN deficit and by
adjusting -all field -acreage--to below 75% use rate
P3 Other (iefin process of installing new irrigation system):

From: "SUE HOMEWOOD" [e-mail]>
Organization: DWQ Water Quality
To: [e-mail]
Date sent: Mon, 29 Sep 1997 14:50:42 EST
Subject: Stan Draughon
Priority: normal
I spoke with Billy Houston down at Duplin SWCD. He's got all the
documentation as to how the number of animals got all screwed up on
this site. He's going to get with Mr. Draughon and send it all in to
me with a statement so that we can get this farm right in our
database. I had a note in my file that you were going to look into
it if you could, so I wanted to let you know that I've made some
progress. It looks like they didn't certify prior to stocking the
expansions but we can address that when the paperwork is submitted.
Sue
Sue Homewood
Environmental Engineer
North Carolina Division of Water Quality
PO Box 29535
Raleigh NC 27626-0535
phone: [phone] ext 502
fax: [phone]

:j
I.
97 MAY I�cf North Carolina RECEIVED
Department of Environment, Health and Natural R urces
Division of Water Quality JUN 0 6 1997
Non -Discharge Permit Application Form $ �,.
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design -portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: �2--f
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required Items by signing your initials in the space provided next to each
item.
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AV;W) Certification Form,
including Part 1I (Certification of Design Items A-F). If the facility does not have Part H of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design.
II. GENERAL INFORMATION:
,LpPlicants Initials
�/• > , 0.
tip/ <-. V -
1. Farm's name: Farrowoej
2. Print Land Owner's name: St-
J
3. Mailing address: P 0- /30X
City: _ Ll�r5Ak54 AIC __ _ State: Zip: Z. Sf 7,9A
Telephone Number:( 2/0)
4. County where farm is locatfd: 42&p/,;,-
S. 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):
Lam_ o n —j- Ae i Are 5 eCt�D2 r,T �1 �T �l�7/�
and-L f trnva/ enst- nn Mnz-zt`Q 6i��. T1z&� JP 1�50o bar 1, 5�,.+ ;'o en�n�� / .
6. Print Farm Manager's name (if different from Land Owper):
7- Lessee's / Integrator's name (if applicable; please circle which type is listed):
FORM: AWO-G-NE 3/21/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No-: (county number); (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed
Type of Swine ' No`of Animals L= ofof Poultry No. of Animals rattleNoof Animals
0 Wean to Feeder 5C:n 0 Layer 0 Dairy
0 Feeder to Finish /222 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 302 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow) ,,22
Other Type of Livestock on the faral: No. of Animals- /04
3. Acreage cleared and available for application: 7. 7 ; Required Acreage (as listed in the AWMP):
4. Number of Lagoons: % ;Total Capacity: _ )2%-3 _ Cubic Feet (0)
Number of Storage Ponds: ; Total'Capacity: Cubic Feet (ft3)
5- Are subsurface drains present within 100' of any of the proposed application fields? YES or L.:� {please circle one))
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or Cp> (please circle one)
7- Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES or &(please circle one)
What was the date that this facility's swine houses and lagoon were siled? . _ 8 l� _�'19E
What was the date that this facility's land application areas was si ed? / g2-2- f 96 _
IV. APPLICANT'S CERTIFICATION:
I, S tG 1 _ o rF.Ilia k oll _ (Land Owner's name listed in question 11.2), attest that
this application for F rr (Farm name listed in question H.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pare of -this
application are not completed and that if all requ• supporting . ormation and attachments are not included, this application package
will be returnep to incomplete
Signature Date s 9 „_
V . MANAGER'S CERTIFICATION: (compile only if different from the Land Owner)
I, (Managers name listed in question 11.6), attest that this
application for _ _ T _ —(Farm. name listed in question 11.1)
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
FORM: AWO-G-NE 3/21197 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
(919) 946- 481
Fax [phone]
Beaufort
Jones
Bertie
Lenoir
Camden
Martin
Cbowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Biaden
Richmond
Cabarrus
Mecklenburg
Cumberland
Robeson
Catawba
Rowan
Harnett
Sampson
Cleveland
Stanly
Hoke
Scotland
Gaston
Union
Montgomery
Tredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Allegbany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin "
Guilford
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3945
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: AWO-G-NE 3/21/97 Page 3 of 3

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0 1040 2000 3WO 4000, 5000 6000 7000 FEET hard surface... —
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CONTOUkl.,lkTERVAL 5 FEET
NATIONAL' ObjTk!VERTI CAL" DATUM '0 F� 192

FEEDLOT OPERATIOraj � 3
Department of Environment, Health and Natural Resog:rces o
Division of Environmental Management
Water Quality SectionBraRcT}' ,cal
If the animal waste management system for your feedlot op�VM
is designed to serve more than or equal to 100 head of cattTL;
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served
by a liquid waste system, then this form must be filled out and
mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in
order to be deemed permitted by DEM. Please print clearly.
Farm Name: Stan Draughon
L::'GQ I I G ,A-7 Lv 0
Route 2 Box 218M
Warsaw, NC 28398
Duplin County 9}19-293-3676(H)/293-4691(F)
Owner(s) Name: T n L) C Q u h
Manager(s) Name: /t'J
Lessee Name:
Farm Location (Be as specific as possible: road names,
direction, milepost, etc.) : H,v v zr�l t .S IC - l3 Q o �
o� t %6t 7
Latitude/Longitude if known: QBSP # 15-144-18-18
Design capacity of animal waste management system (Number and
type of confined animals) : /0�50 -Solry S 'E/Sp 0 A/G,�'S,:.�y
Average animal population on the farm (Number and type of
animal (s) raised) : j 3 37z' 416,rr2y
Year Production Began: q ASCS Tract No.: 7l6 0 5S
Type of Waste Management System Used: Lo e c, et c
Acres Available for Land Ap c tion ante:
Owner(s) Signature(s):ZDate: 7 Z �/ 3
Date:
(Jane Mitchell, Serviceman)
3(-51

State of North Carolina'I'A'
Department of Environment,
Health and Natural Resources AV4&Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ED E H N F1
A. Preston Howard, Jr., P.E., Director
November 17, 1993
Stan Draughon
Rt. 2, Box 218M
Warsaw NC 28398
Dear Mr. Draughon:
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems_ The goal of the rule is for
animal operations to be managed such that animal waste is not discharged to surface waters
of the state. The rule allows animal waste systems to be "deemed permitted" if certain
minimum criteria are met (15A NCAC 2H .0217). By submitting this registration you have
met one of the criteria for being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds
listed in the rule, and any new or expanded feedlots constructed between February 1, 1993
and December 31, 1993 must submit a signed certil;cation form to DEM by December 31,
1997. New or expanded feedlots constructed after December 31, 1993 must obtain signed
certification before animals are stocked on the farm. Certification of an approved animal
waste management plant can be obtained after the .Soil and Water Conservation Commission
adopts rules later this year.
We appreciate you providing us with this information. if you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
�.- Steve Tedder, Chief
Water Quality Section
P.O. Box 29535, Rdelgh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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